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9301 NE 9 Pl (5)1 1 •C " t re' '""‘ iod.••••••• •■■••••••••• 0•••• • Li /40 icf/Y2- idk4 UKI ircHEN" 00 \L I t D1A/fAl 79 ccfr,- /e")(8" /90 crN- te'e' "78 ... D 0 0 /x/ " ' 1 61..........w.e.....• ....... ^ •• • __ - • -• • • • •• , ••••• • 1• •••• • ••• •••• • • • • ••• • • • • ^...... ,, ..r .,. . •10•241 .4■61. A :a • - ...4•••••■••C • erac PAZ-, 8x 4." /50_ C F /a.."X 6 r Tv • ft.. .. • rt 6.• ,•• 6666 s 1 V.... ;••• •■••■ ..•■ •le •••66 -6.0,, A.6 0 •••, • a te. .••-•••••••••.., ••••• +. 06. 4004 0 416\1,6 •••••• EX 1.5.T A/G 1 LO/ . 1E-- AJ.a v4» //-0" ° k •••4 rE J_ 1". 7/g'"0 A / j:/,4 Al te i>1 r " ) 0 - (:) P _ Jr.!, . e": r . 3 7 W/ 77/ /0 les' /17:/-1 CO MD N ER (JA//T ')/W ic.›. A G 0,3 4 _TA 5 :r v: .E3 T D / r ' .1:2_ A., /1 AIR CONDITIONING FOR N.%) ,k?. WS 13,1f (-)„,•> 1 Al. — 77 A / -F NORCA A/C REF. CORP 3195 N.W. 98 ST HIALEAH GARDENS, FLA. PHONE 553.1422 Fr6. .1.;. „Cot it • ,•••&• 160 • 0 00. Li 4 4 .••••••••-•••••■••• lir• 064••••41- • Laro. JP ■■••••,... 1 1 (2)2x(2 / - � rc, 3L F r- z F4 v ?- „. le U-'/ 2 x iwro 0 • e e, - ,57 • SAMUELS • RICHTER A R C N 1 T E ' C T S 4567 A Ponce de Leon' Blvd Coral Gables , Honda 33146 305-666.3366 r' SPRING WIRE & DIA INDMDUALI.Y CALL , ED TO COUNTERBALANCE DOOR LOAD. SEE DETML EXTENSION SPRING SHOWN AS AN OPTIONAL METHOD OF COUNTERBALANCE 8' t 1X. NON 00 00 3 20 GA (.0351 GALV. STEEL. INTERMEDIATE STILE SEE NOTE 38 00 000 14 CA. (.071') GALV. STEEL ROLLER HINGE FASTENED TO STILES w/4 EACH (14 x 3/4' SELF - TAPPING SHEET METAL SCR EWS. CENTER HINGE DETAIL 1 °I TO 9' -D' WIDE LOUVER PATTERN TESTED DOOR HAS (10)- 9/16'X 5 1/2' LOWERS PER PANEL IN BOTTOM SECTION OF DOOR. 40 LOWERS PER DOOR TOTAL INTERIOR ELEVATION LOWERS ARE AN OPTION. SPECIFICATIONS & NOTES 1. DOORS AND HARDWARE WILL BE DESIGNED, MANUFACTURED, AND INSTALLED IN STRICT ACCORDANCE WITH STANDARDS AS ESTABUSHD by THE NATIONAL ASSOCIATION OF GARAGE DOOR MANUFACTURERS. 2. SECTIONS ARE 24 GA STEEL AKDQ HAVING A MLN' YIELD OF 23,000, G -60 GALVANIZE) wim BAKED ON PRIMER AND BAKED ON POLYES E TOP COAT APPUED TO BOTH SIDES. 3. VERTICAL MEMBERS (STILES) ARE ATTACHED AS FOLLOWS: A END STILES ARE FASTENED WITH SIX (6) R iST.SNCE WEDS PER SECTION. EACH RESISTANCE WE1D HAS A PROJECTION 0L4 OF :119' AHD A HEIGHT OF .028". EACH WELD HAS A4 ULTIMATE STRENGTH OF 352.8 LBS. LN SHEAR AND 352.8 LBS. IN TENSION. B. Us'T MEDIATE STILES ARE FASTENED WITH SIX (6) RESISTANCE WELDS PER SECTION AND ADHERED TO FACE PANEL WITH CONSRUCTION ADHESIVE C. THREE INTERMEDIATE AND FOUR END STILE. PER SECTION. 4. T -1' HIGH DOORS COMPOSED OF 4-21" HICH SECTIONS. ONE CEE STRUT PER SECTION. 5. 8' -1' HIGH DOORS COMPOSED OF 5 -19 3/6 HIGH SECTIONS. ONE CEE STRUT PER SECTION. 6. THE 2X6 W000 J413 CAN BE ANCHORED TO A GROUT FILLED CONCRETE BLOCK WALL OR CONCRETE COLUMN WITH 1/2' DA. CARBON STEE1 OYNABOLT SLEEVE ANCHORS 4 LONG Wiird A MINIMUM EMBEDMENT OF 1.88'. ANCHORS TO BE SPACED AT 18' O.C. MAX. SUPPORT ANGLE W'EL.DO TO INSIDE OF STILE 1/f x 1 1/2' X 17 7 /8' X .046 SEE NOTE 36 00 0 000 18 CA. (.043") END STILE CEE STRUTS LOCATED AT APPROXIMATELY THE MIDDLE OF EACH SECTION. � J 11 GA. GALV. STEEL ROLLER HINGE FASTENED TO END STILE r/4 EACH /14 x 3/4' SELF - TAPPING SHEET WET/41 SCREWS. 8' WWOE CENTER SUPPORT FOR SPRINGS (BY OTHERS) THREE STRAPS PER CEE STRUT o° pGd 0 0 0 r!� S JAMB DETAIL WIND LOADS ON STRUCTURE 234 L3. /FT. POSITIVE WIND L CADS APPLJFD ON SUPPORTING =33 E 9' OPENING — 1 279 L9. /FT. NEGATIVE WIND PRESSURE 52 P.S.F. POS. 62 P.S.F. NEG. NOT SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGSTRED PROFESSIONAL ENGINEER FOR WIND LOADS SHOWN ON THIS DRW LNG IN ADDmoN TO OTHER LOADINGS. 1 DADE COUNTY CODE I 5 1b�) GALV. STEEL, TRACK BRKTS ASTFNED TO W000 AIAVS - WfiH 5/16 1 1/2' WOOD LAGS PER BRACKET 2' GALV. STEEL TRACK �- FASTENED TO TRACK BRKT'S WITH 1 1/4-.20 T} M NESS B 07 NUTS 2' 2' STEEL ROLLERS (Y LONG 5TE34S) STEEL STIFFENER AND VINYL WEATHERSTRIP HOLDER. • 24 GA GALV. STEEL — (SEE NOTE 2) DOOR SECTION PRIME PAINTED & FINISH COAT OF POLYESTER PAINT VINYL WEATHERSTRIP DOOR 4' x2 1 /2'x 16 C.A. CEE CHANNEL f - 40,000 psi 1/2 x13 GA. sRAP END STILE 51111 -.NER -TWO PER MEETING RAIL AT EACH END HINGE AND HELD IN PLACE TTIi ONE EACH j8 x 1/2' TD< SCREW (3) - #14 x 3/4' TD< SCREW PER CEE STRUT STRAP FOR CHANNEL LOCATIONS SEE Lti T EPJOR ELEVATION (1) - #14 x 3/4 TD< SCREW AT EACH VERTICAL STILE 091 THICK C.A.V. BOTTOM FIXTURE BOLTED TO ENO OF SECTION W/4 #14 x 3/4' SELF - TAPPING SHEET META. SCREWS. SECTION atlas roll -ilte door corporation 10407 ROCKET BLVD. PHONE . OR(ANDO,FL 32824 (407) 857 -0680 .103• NICK CALV. ADJUSTABLE TOP FIXTURE BOLTED TO END STlIE WiTrl 114 x 3/4' sE1F— TAPPLNC SHEET VETAL STREWS. DATE 03 SHT: DRAWN BY: WCK CHECKED BY: CAD NO,: S0020023 DWG.: EXTENSION SPRINGS ARE SHOWN AS AN OPTION AND CAN BE USED W PACE OF TORSION SPRING AS A METHOD OF COUNTERBALANCE OPENING HGT. + it 1 1 1/2" x 1 1/2" x .083 GALV. STEEL. ANGLE FASTENED TO WOOD JAMB w /(2) -5/18' x 1 1/2" WOOD LAGS PER FUG BRACKET. 2 1/2 x 3 1 /r x 12 GA. STEEL PLATE FASTENED TO ANGLE WITH (2) 1/4 120 BOLTS ANO NUTS OR (2) 1/4" SEY1— NBJLm RNETS, PER FLAG BRKT. VERTICAL TRACK FASTENED TO � sn Pt17E w /(2) 1/4 -120 BOLTS �f k NUTS. HORIZONTAL TRACK F ASTEN ED TO STL PLATE w /(2) 1/4 -120 TOP vEri BOLTS AND NUTS. TYPICAL TRACK BRACKET 2 1/2' x 8 CA. (.168' THICK) 2 GALV. STEEL TRACK TAPERED 0 1/8' PER FOOT TO PROVIDE A WEDGE TYPE CLOSING ,ACTION (.073' THICK). 'VIk3 WITH T'E APPROVED AS CO FL I SOUTH FLORIDA UIL'IRO CODE DATE BY PRODUCT C01:7 DTS(O EUILDU G CODE CO:4PLUANCE OFFICE ACCEPTAKCE k0. 060 . 7' REV. DATE FLAG BRACKET THIS BRACKET IS FOR 8' HIGH DOORS ONLY. 2d * FOR 8' HIGH OPENINGS 76' CHANGES TO 88 TRACK D ETAI L u !� 112 9' X 7' AND 9' x 8' 52 PSF POSITIVE /62 PSF NEGATIVE 56' DESCRIPTION BRACKET LOCATIONS MODEL 120 RESIDENTIAL SECTIONAL DOOR ENGINEER: J.H. DIXON JR P.E. UC No. Ft7768 1 5" HEADROOM f 73 *7 s' SKETCH OF SURVEY v. P'It' 4 SCALE: 1" _ O 1 160.50 ' (R 4 M : i — o r3 acpy 4-2) 2 NOTES: 1. IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. 2. IF SHOWN, ELEVATIONS ARE REFERRED TO N.G.V. D. OF 1929. J � STI Pte- 41 3& i FiP Y t Ij 'Pott? PROPERTY ADDRESS: 9501 HIE. PL, HIMI 51-1012-E9 FL. LEGAL DESCRIPTION rr THE WEST 180.5 FEET OF EAST 428.5 FEET OF LOT E . PART OF GOVERNMENT LOT 4, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 5 PAGE 90 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA NOTES: EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS. IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS. RESTRICTIONS. RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS ANOPOR FOUNDATIONS. THE FLA FLOOD INSURANCE RATE MAP DATED I - ZO- 199.3 PUBUSHED BY THE UNITED STATES DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,, DELINEATES THE HEREIN DESCRIBED LAND TO BE SITUATED WITHIN ZONE Com"nu' Ne 1 Panel No . FIELD WORK oat. . t2- 14 7 t9 0 1.?..- F.a+d Bock • 1© Drawn By T12 c LOCATION SKETCH SCALE 1'= tJ .T S , CO q 3 suffix' 6 Date 12- This cues that a su:ey of the proo,;rty desc,,ea hereon was. mace uncar my supervision and that me survey meets the rninimur.I technical standards set forth by the Florida Board of professional land surveyors in chapter 1, H. 6. F1p+ida Administrative code. pursu- ant to section 472, , Florida statutes. And, that the sketch hereon is a true and ac raaa representation ,thereof to the best of my knowlodge arxf belie`. Subie to pates and notations shown hereon. STATE OF FLORIDA t 8. Baez Cusido P L.S. N 5034 DATE: 1 " l4• r, c1 Order N° '12 - ( 24c Not valid, unless signed Dated & Stamped with embossed seal i,t.. � • E CERTIFIED TQ: t o &c E KENNETH &VALA KODISH FAIRWAY TITLE COMPANY, INC. GUAPANTEE TITLE TRUST CO INTERF)RST SAVINGS BANK ITS SUCCESSORS AND /OR ASSIGNS 8i-N.EZ & ASEC GATES, INC. LAND SURVEYOR PLANNERS 424 S.W. 63rd Ave.: Miami Florida 33144 Office: (305) 265 -1002 • Fax: (305) 2650608 0 1 Q w co co w Cr 0 0 Z W J • z EU >,z N 3 6-4 0 YOZ J _ zx <�ty u3JUI z 3a1dd �3 < i :n ua , n -11.-.1 <>. D< n 1- - y> 3 F «y Y Y X cd A V1 V1 V) Z ✓ 11 n M 7 11 n n II yyy nVi`nA 1 z w >- z n n n n II II 11 II II q tv 1?LC .- z Lt. i,.�� 0 (41 Lj a:u: _j _j<.'C 0 U • YL =Z M C < ` y c. J 1- z z 7 • ,' : L < ZO!AZZ < < :UC:U'JUU 4 11 I O n e II X 0 �-L I'd Alai/ �- overhead T /7 ..7' 4,q.G !- ^/derea 377 i ;a, - N 4 4 .4 0 0 \)'/ • _..: -T. ?g :► V>FF / o/s� ( ; 8•Z1 ) ( /17d. 8 - 27 -8a) o/d 90c1d 48. e_ . 1 le. 30' 5'A vocQdo 70.00__ • Wa Meter iil /o'' Mon9a ;'59. Coe . /8'410/ 90 /.9 Oat 70./3' 5' 89t /6- o0" E' ti t.. ,• ,, , 4 1 /. 1 4• ti, Fd' o/d /* "pipe ate) Weep ir7heg /60. 50' /k1E,A5. Cf /4ippe a 27-e //edge v// / a /oO9 /iiie 4 ¢ : :one • 4. wood 5 /ep IE / 5'/ory Fr17/ne a: v M , 'es /�enc'e � Fi`n.f / r14,5 /at,' 1 ;3 1. 3' ,/,a' • (% Qa porch 25:8• as 5fees Pave,T1e// /0 acope -frt/if - /e escape - fail/ E /ec, overheQd wire Po/e , 26 - Avocado E x-coca/ ,eoc,k WQ /1 5' 6 frig" ?k ,54) frk 1 h N rte ,5e%/ a ;a/ 1 c (7p' • (fnd. /z "P,p: in aria. 1.� e853 8:27 80) ti J 4 / / 9 l G Aso �5 _ A , • ,, D.N. BOO /335 vp'afe 8.27.5 ARCHDIOCESE 0 MIAMI SUB. (116 -27) • + TRtvCT ` ■ N. E. i 1 w 1134 2 4, ' 3" : • I I NICER � ' „ 11 11 13 to 15' 14 zi w Q z : It • 4� ► f N. E.. • ST 11 11 .j� s e Q 11411 Jo 92N0 $ SKETCH OF SURVEY FORTIN, LEAVY, SKILES, INC. By: r � `,� D• niel C. Fortin, For he Firm Registered Land Surveyor No. 2853 State of Florida / ' 5 4 /00 l ost O F 0 h N N O 4 N 6 PoR r o F r c r1a/ 6 Tw/p .�73 `! 2 Rc 4,e �. L0CA T/ OA/ 5KE7CH JCALE; / ": 3O Ave/n9e 9 rat/rid 6 /ere7 /ior/ // 7 D (/tip / /or;4/ Geoce/ic ). LEGAL DESCRIPTION: The West 160.50 feet of the East 428.50 feet of Lot 'E' of the Plat of Government Lot 4 of Section 5 and the North 1/2 of the NE 1/4 of the SE 1/4 of Section 6 of Township 53 South, Range 42 East, Dade County, Florida, according to the plat thereof as recorded in Plat Book 5, page 90 of the Public Records of Dade County, Florida. SURVEYOR'S NOTES: Bearings shown hereon are based on an assumed meridian. Lands shown hereon were not abstracted for easements and /or rights-of-way of records. Containing 39,415 square feet or 0.905 acres, more or less. SURVEYOR'S CERTIFICATION: We hereby certify that the attach d "Sketch of Survey" of the above described parcel of land is true and correct to the best of our knowledge and belief as surveyed June 6, 1985 under our direction and complies with the minimum technical standards set forth by the State of Florida Board of Land Surveyors. "NOT VALID UNLESS SEALED OrUU ,, ,vy, Skii !alt C011006 Ennin►ers: fi land Surv 4s $oMIh 1 r`a Pf0 00, F145,04. 33432 11 1 F4 Honhi }N IWO s1root ! N,ortU $114110 t .Flo p& 09* 064 4s3-4403 r $ro*.r&,441(310$.t k ,t44 3}s3 u *. fiweer cZ"PrZAR:7- ,A.71711 /2• Vou6/e Wine w X7'3' NOTE: ffre v0`o,,s shoo //us /y / /¢. 59 are r /Of ve 4 T/4 M, /iano/ ea0/'% .-- 4 j/ 00O /a/77 ,/ /909. r ce /iiy Ph v0/00 = i25.44 RE5 /LOENC, /N7t/7 /OR 51_.//' VP Y Consulting Engineers & Land Surveyors 855 South Federal Highway / Boca Raton, Florida 33432 180 Northeast 168th Street / North Miami Beach, Florida 33162 Oade 653 -4493 / Broward 463 -1180 / Boca Raton 3954318 VHfffr z 0f-e All work to be in accordance with The South Florida Build - ing Code and Dade County and Village of Miami Shores ordinances. General Contractor shall secure all applicable permits, licenses, and pay all necessary fees in perCocming thi! contract. 10. Special care shall bo taken • to match the details of t,1e new construction to the existing construction, including the material finish. 11. Contractor and Subcontractor shall completely famillerize- themselves with existing site conditions at the time of bidding. . r.; ,, ..t. l w - at , a shall, , be 6�th P {ppet d�•posal of al sets m eri,l# y, ♦, - Cenerel Contractor, All lndividuel.subcontractors. shell be respgrisible.fpr proper disposal of waste materiels due ' to. their respective activities., The General Contractor shall'provldeel�1 labor, materials, 3uppiies, equipment and services to include but not limited to. con`stiection,- electrical, plumbing, and HOG week required ter eompte.te and operational job as shown and or indicated on these drawings, The General Contractor t4 liable for all damages and shall take care in demolition not to damage those areas to remain in remodelling. Any damage done shall be repaired at General Contractor's expense. on -site veriflcetlon ref ale dimensions and condi ions shall be the' P onslbilitY of the Contractor. Noted.dimensiens take precedence over scale. Any dlserepencies "shell be reported to the Architect et once before proceeding. . An remodelling affect!' the structural elements of the budding which is not specifically addressed in these plans shall be brought to the attentton of the Architect. The General Contractor shall be'responsible for coordination of all work provided by the Subcontractors of the various trades. Cutting and patching of the existing floor slab for Work to be performed by any of the trades, or any penetrations of the existing roof, shall be the responsibility et the Gene ;al Contractor. 12. .The finish cabinetry in the master bath shall be provided by Oehler. General contractor will be responsible to pre- pare finish surfaces square and ready to install cabinets, and provide all required electric and plumbing. �r DEMOLITION PROTfeelott Demolition of items to be removed or relocated shall be done in a 'ale, orderly manner without damage to other parts of the premises or adjacent properties. 'Any resulting damage or loss shall be corrected or replaced by Contractor. DEBRIS: 'Debris shall not be allowed to accumulate oA or about the site. DEMOLITION: Demolish all itees.indicated on the drawings to be removed. All eemolished material shall become Contract- or's property and shall be disposed of by him. SALVAGE: Store and protect any items indicated by;Aichitect to be salvaged. LAYOUT: Stake outhouse as shown and check final location with Architect or Owner before proceeding with excavation.. DEBRIA: Contractot shall clear away all vegetable matter, trash, et. and meintain the site clear of all debrls during the Work.' TREES: Existing trees shall not be destroyed, unless tree interrupts footing. Prior to removal of tree, verify with architect and /or owner. ' CONCRETE, MASONRY ANO STEel Comply with general note! of structural engineer's drawing *. COIVel.<l ': s~ •01 LCw 1. EXCAVATION DRAINAGE: Do not permit water to accumulate in excavated areas. brain to natural drainage area. • BACKFILL: Bring backf`ill t0 suitable elevation above •. finish grade to provide for anticipated settlement apes shrinkage. SOIL TERmITS CONTROL: The entire soil area . to be covered by footage, slabs, porches', ate. shall be treated with Fumiseal or equal for termite' in accordance with speelit• cations approved for FHA and VA insured homes. • STRUCTURAL FILte; Pill under butidtngs shalt be 95% pose parted cTean sand, in layers net inure than 12' thick. TOPSOIL,: Stockpile and redistribute topsoil at completion Of construction as directed by Architect. 1C%'• FirNl€fl 14C14 F1 F ?GM Fe.cr. . ie ; fE 1-4./a Tt tr t - r c ; � , A 4 A Y N D . - m l I l . . MO L C t K- MAti1 ` I-1 I1'' 14-1 IC M lea ;CTT CO 4 1 GEKE p TO p e• UP TU - rl-ie HIC+-1 E31 X%d ,•f: TE14 VAI-21CU "TI- P,;.0 IP A/C L, EC.�, F R O f e r f t • av E CG k Cr = /E'T8 e.:i' `TO ee 4'' • TFi kJ/ G < G 10/10 WEL6f., WIFE t 61L - f�= G�iJ'l. FMNI�(1 � 3CCf-'F_-C.) IN 3t•O'v 3 G1 A Gt aril 1 TAKE Ga.r - Yt wr a1FiE1 c. Tfi =fit %F Co NOT r_AfriAGe Ems. , • list of drawings sheet no. 1 site plan and notes sheet na sheet no. sheet no. sheet no. ENERAL NOTE) SITEWORK EARTHWORK 2 floor plan, foundation plan, roof framing plan 3 exterior elevations and bldg. section 4 interior elevations and schedules 5 wall sections and details • , STRUCTURAL. NOTE,' le All crenated aheti 'evelo •e mintm+:rk 29 de cos e d P y ,.. pr !lLv9 sttenjth of 3900 p. #.1.. - - RelnforCtne steel shall be in tcordand with A.S 1net , spectflcatioii A -615, Grade.,6*.• Concrete coverage unless dtlletw104 doted er showsll a,- Footings /"'foe bottomsand sides:. b. brains 1 -t /2 to'stlrrepi4 oe tiae. c. Cdtumns t. -1 /2' to ties. 4 . :Reinforcing steel shall be bents lapped and spliced in accordance with A,C.1. standard details and ,peeifications.. (min. lap - 1'0 5. All concrete !tabs, beams and etats shall have no hot!+ rontat• joints. Any'stop in concrete work 0411 be m3'1e at center of seen 'with vertical bulkheads. 6. Dowel all cotuent to foundation with bars of sane Atte and number a.s,in column. Dowel splice 36 dia. minimum, ). Columns shad be pouted to 3/4_ height minimum and aI- towed to attain initial set prior to placing beams, slabs or joists above.' Minimum time interval -- 1 =1/2 hours. 3. The soil conditions at this site are adequate to support the design load of 2000 p.s.f. Should other conditions or materials be encountered, the engineer (architect) shall be notified before proceeding with the wont, 9. Fill for floor slabs shall be placed in 12' layers and rolled and /or compacted to a minimum field density of r . 956 as measured by the "Modified Proctor Test ". All _fill shall be clean sand or sand /rock mixture free of organic or other deleterious materials. - 10. Ail concrete bearss marked T.8.. 0311 be placed nitrite walls as bottom forms and shall have - continuous top and bottoia reinforcing. Splices, where necessary, shall be made in middle 1/3 of span foe top bars and end 1/3 of span for bottom bars, Provide 40 dia. lap minimum at all splices. All exterior corners shall have 4'0' corner bars, 1 top and 1 bottom, bent at mid- point. 11. ALL WORK SHALL BE IN ACCORDANCE TO THB "SOUTH FLORIDA BUILDING CODE''. 6 CARPENTRY It • 1. All lumber used structurally shall be identilied•by the grade mark of an approved lumber grading agency. Stress -Grade lumber shalt be Douglas Fir 12 or better and conform to'the "National Design Specifications for Stress -Grade Lumber and Its Fastenings*, latest edition, , with 1200 PSI minimum fiber stress in bending, and tat or less moisture content, unto'ss Otherwise noted. 2. Framing shall be done in a workman like manner by "skilled labors A. All nailing shell conform to the buildi.ng'code nail ing schedule. - 8. Provide double studs each side of door openings. C. Cutting of wood structural members shall be in accordance to the building code. 3. Roof sheathing eshall t7e minimum 5/8" exterior grade C /D, structural 1. 4. Interior wood bearing partltion_s'shall be 2. x 4 wood Studs. at 16" O.C. provide a single P.T. site plate and double top plate with 48" lap. •Interior wood non - bearing partition shall e 2 x 4vood stud$ at 24" O.C. provide a single P.T. sill 'late and a single . top piste 6. Pressure treat all lumber in contact with masonry of concrete, as per "American Wood Preserves Bureau 1. Install millwork accurately with tight joints aed true surfaces well sanded freefron defects. 8, All rough hardware / for exterior use shall be gatvanited. 9. All exterior trim boards to be as shown on drawings. 10. All trusses and other roof framing Jnembec are to be. strapped with 1" x 1 /8" gaie strap to tie beam an bear on plates or as per structural engineers' spe iftcattons. - Manufacturer to provide shop drawings to A "chitect and structural engineer for design review only 11. exterior walls to receive `/pod siding to match existing: wood to be S4S, (elect grape, kiln dried Southern Pine, silt made, watertight, prided before erection: fasten with set nails. Provide necessary mill drawings before any •wcrk le started. All X1111 work shall be "premture'grede" construction as specified 1 the "Architectural Woodwork Institute ". - 12. FPU;JIG •COE, 1 ietAiES tti1 '�ei-5 - � ViCYTth Oil pl;A i Y MOISTURE PROTECTIG"q 1. All roofing shall be as sh ( cj4 on the drawings. 2. insulation shalt es fot ovs: Stud Wall; R•5 tett type. r Ceiliegg R.19 Rigid type insulation Block Well: R.5 inspection and 1 x 2 P.•t. WP. Furring strips ! 16' O.C., or equal,linterier side) with 1 x 2 P.T. Furring with i616 • building pa ee and shiplap wood siding (exterior side) 3. Provide cross "ventilation at attic space with screened eave vents. Provide 26 GA. Gaiv.' iron fleshings and drip edges and at vertical-wall to`toof intersections. Provide' Butyl beat) sealant under all exterior door thresholds oleotesinous caulking compoend at all doors, vinecwe. Ind other areas as required. All roofing shall be flat composition shingle with the following subroof:, - One 30 lb. felt tabbed nailed 10' on center both era :ticai and horizontal. Hot mop a 90 Lb. slits surface felt. The 90 lb. felt should be tab nailed on the top edge 6" e.c. Both felts should have a 6" side lap and a 2 -1/2' head lap. The top edge •:ailing of the 90 lb. felt shoell to covered by the 2 -1/2' lapping sheets. All nails used shall be hot dip galvanized. t PR A N F EPAP L10 O!'.SUR ALE'S' tki painting ahail , ,tM starteQ,unilt eutle,ce, ere in ptrper tbneitl to.receiv! pAtnt, P . if siet(n4 i `tontse . cons14er3any. surfaces'unsuliable for t prope +pplicatloe , of bas work, be shall notify the. Contractor -. in wrltir he shalt not • apply ani meteriats untie such surfaces have' tin been properly prePertd palnttr�. Surf #Les to be painted Shall be ilea', and,fr�e, _ froh� eleras Wee* *I before' p All knots of sappy spots shill be gleaned_ and to'uthecl up with k,et seater or shellac befofl`.paintinft. All net#ssary puttying of nail ,hotes;,creck1 aA$.btealsbes shai,t done only after prieing..coat•has become fined and dj. Cie etafil Ifor'ke nail h le' shall be puttied to eaten the finish color; CeitOPS: Ali colors shall be es' selected by ts+ner pr' Architect'. ' • Tarniing contractor shall furni,8 color'samples for the itetectiaf, notify Owner or Architect tee (tl week, before steette1 - work and ms"lie color sveples a Alnimum of 3'0''r 3'0' on both sunny and shaded sides pf house. • MANUFACTuP r Ftrst �,,, gi•a44 ivies eP Fillies', Plttsburair, Sherwin- williAn:s, itch D 'y. B•nJaain Noore, Cabot•s, Pet OAL other approved equals except a$ otherwise spetifte SCHEOULF�s . PAiRT11 , t coat flat • 004DiTt(0I0 E1 Alt • QQ C.pdiit�i��rltn co{1ttacxo, ' to t '>�ida, aIi _n4ses>ya�fy ; calculatlen. eels • ;ed' e fo 'pwit, Provide new. ' � , q p. g,. .. of n- rs .. 10' SEt} f , d t i to � i't �� o te" Goss ?ti .co f �tt3it _ ha! . r, be , Da lt : `aiid tote Y "(ilia' sae` c `.nd tloneo tq be ad a • t'd to n cl ti. orstw it n•`ai ` bindle of nd bidr o o.. i 4n lent locA o ,�• s a q i r o ;t 1 ' h to tK� e ! bs+. -t ,efi et pC. po -A toz'�rc .1 c� ter •r that a 'v !Week. `t•vi r. of t . loo a sys e Alt d'id •orli.td b4i if elbatgLapii With vepor,,bdrrter, DOORS' a Ai;lt)OW1 ' • • 1 0 1 nu'l toil t po. r ti bath %O be under a l." tee 'return elf. e. French deo e t bei ` .00d t,. tads u l e w . 1' . 4 Fein .9 - 4 a 1, Y with clear tea.-ered glass ,fa% per factdry ilt4ridards):by Peachtree ' "g[ approved •2.,73 ;; with s ' .s• light an tranic+n , as:" • shc im. . iIt1�1C -k R )► eeterio¢ doors end windows, to c?aply with Chapter de (9vrglety,, ` fntr,.lsionl, of rfet,rpuolitan Dade. County Code. - 4,+ °nO r and win ;ov suppllber4 to subialt.shop drawings for ArgFiitect'Y review. prior to their manufacture. 3 All eatetior doers have elumin'ait thresholds. Provide marble thrastioid froi'bathreos ceraeic tite floor to ee rpet flooring." Owner to select color and type of,meebte. " 1. • Alin intekiert.deers shell be ` paneled wood doors paint grad leY NO r4 # V., t2t e.ruAt_c -: 8 : Alt bit Ld: gtOsottdoots shall be•woo•3 teuveree- stain geed..sele elevetion4. g . ' : Prevld3.clett tempered glees shower doors with white; ! ',esp el eln(karee. 10. Ail'fixed, glass shalt 00 in aleminem (remes1.white asp beedry 1tplsh otherwise. noted. '' f - 11. yetify`rough masonry opening with, window aaneeteteeee prier' to freeing out noire wipdov oQepings. i2. Alt weed door frames 3nd. will base shalt be paint flnistir and match eictltleg details Of house. - ALLQWAiCESC- Contractor Shall indlelsle in the Contrast ' all Allewen as listed bestow. When cost exceeds tltie 1411pv4n01 Owner eitl.pay the difference to Contractor. w In' ;1 Allowance slit ;,eds the nest, . Co:7trecter shall pay ttje difference to Owner. 1. F1:U B HARDWAP.fi 5 150.0 per new door, throughout. $ .r PLUMBING PIxTUBEl: Provide $ 3,000.00 for . alt bathroom, lalndry.t : oom fixtute-s end appp�liances; Owner.to select. te(am)s the in, bath at $5.00 er s.f. -for material and installations,OWeer,to "s elect tile.', S.'.. Provide ,an- . altruists allowance to substitute ore coat piaster waew.thro•agbout construction area where - T'ti G rood 1,4nel101 is Indicated. The feilowieg Atestr-$ t t not be included in the Contract (14.I.C.). • FLOORING; Carpet, and refinishing of wood floor. 1: CABINETRY': ' In bath.' LANDSCAPING ALLOWANCES # N I.Cv. ` nett (. Medicine cebieet' end miscellaneous bath;oorx accessories. 3 . Lighting .fixtures t.Arougheuie (but C.eteral Contractor to install allfixteir1$ a; indicated in drawing!) 6. Closet accessortes reds and, shelves. • • ;()F- Cz�IGKt T _ l � ! ( 15T1 i W+ F 1V-' 4 1 It D V 31 M(t-•t�.� I 1 Exterior Weode rkr t- J 1 17't'Ol f . .5"T' / ?kJ .f Exterior trier LAq r F? 4Fs 1 f‘j :. interior Douglas Fir yGodPane11 A. i ii Coat undercoat) i teats 0f iikFr .... CAL pewit Gypsum Hoards f ywa - T; 't coat emulsion sealer; 1 coat tatex flat bry +Ill or Plaster Celtinit ) n „coat primer- sealers CERAMIC 'RItS The Owner sha4 provide all tile) General Contractor tO install aocessorieet, Provide all ceremL0 accessories indicated -en the 4riwtngs end es required for the completion Of the work, t.i. -cove and bull nos* moeldLngs, shelves en 'hewer, soap dishes, towel bars... , 2. Shower pans: 6 lb. tea3 part type. ( test for teakiee before instilling) 3 Provide Kohler flan;$ Icier *K1178 vinyl seal ar':une bath tub edge t.ia finish. PLUMBING 1. SCOPE: Plumbing work, shall consist of; a complete system including septic tank and drainfield replacement, dre10- ` waste and vest lines hot and cold ter,lir,es - all excavation eel backfi.11 required, and the inetalIation . of all fixtures, water heater and appliancon The eystela shall meet t,e requirement # the Stelae Board Of Health_ and all local codes and regulations'e vent pipes shall • be flashed with 34 sheet lead. - •: MATER1ALSr All waste lines shalt be stasderd weight cast - iron of copper. Alt water lines teed gradeeshall'be type X copper, above grade type L. ,Gas lines shall be: wrapped black iron pipe. All pt.her; lines . shall be as shown•. . FIXTURES AND APPLIANCES: Install all fixtures and appliances 'provided by Owner. Install hose bibbs where indicate 'ee e height Of approx. l - 8'. , Inspect all fixture# prior to install,stjon and reject damaged units.. All accepted units shell be protected from damage until cempietiotl of the 6ortt. ▪ TRENCRIUJO: Backfill and compact all setvie* trenches with' earth or other suitable material, free of rocks and debrt #, in 6" layer'. ' Plumbing Svbcontractor *hell pull 31i necessary permits„ and licenses. ELECTRICAn , 1. SCO s electrical work,ehali consist of-1witing to exlief:e . ssery ce, eutlets, wall switches ands 1pstall.etion of lighting fixtures, lamps, door bells, appliances, tans and like accessories, all as•.indicated on the.drawings or required .for the completion of the work, - 2., RULES AND PERMITS: The entice installation shall :be in accordance with the latest rules and regelat.loni of the National Board. of Fire Under>Aretere, National E4.ctf,ic' Code and all Iocat codes and regelattonat. Contractor shell pay all inspection fees and delive, Certificates of Completion and Inspection to Owner. Materials shall have Underwrtterb' Laboratories' label, • wALb SWITCHES: Wall switC-hee shall be provider) where it dtc- tedort the drawings and shall be silent type and, .unless otherwise noted, 4'0' to center lean finished floor•' Wall s•witelies shall be on strike side of door openings unless othecase•dndi_at _ e d. Where morn ' than one switch octets' at the same Location,,thr-y shall be ganeed.u(tder plate. ' Cover plates shalt be white plastic with beveled edge$, by Levitone• - CONVENIE'ICB OUTL6'FSt-' t)utiets shall be (lhithed float live' in basebearle, smiles othetwlse indicated. -Cover plates, shall match theta of mail switches de to design, thickness and materiel.` Alt receptael "es sha11 have . grgynd� 1 09 contact coisnectiet to svit:abie iroun4 with $epardte conductor. FIXTUArs AND ACCBSSeMEBt• Instill all flxtut4# a ceasorie,`, provfd'e y Tyner. The Berman Residence architectural SAMUEL"S RICHTER A R C H I T E C T S 4567A Ponce de Leon Blvd. Coral Gables, Florida 33146 "'engineers MARIO A . S UAREZ STRUCTURAL \ ,ENGINEER 2990 Southwest 35 Avenue Miami, Florida , . 33133 . - - n . e . n.e. 93rd street p. I. 160.50' P. 160:50 legal description the west 160.50 feet of the east 428.50 feet of lot E of the plat of government lot 4 of section 5 and the north 1/2 of the n.e. 1/4 of the see. I/4 of section 6 of • township 53 south,range 42 east, dade county, f lorida according to the plat thereof as recorded in plat book 5, page 90 of the public records of dade county, f lor. ida. A DEPT. Og ENVIRONMENTAL aEsoURCVi MANAGEMENT ME1ROF01ITAN °ADS COUNTY. • ENVIRONmEATA . , EACia ne$ oNLY, r A Pt3nOv r4 udcw DecVs • • - CCHP ti tW Wl KZ TU 1✓1ATCl-1 1 'ATT E N1 CF E ,16111`{0 I<ZCrT: INVERTg AINFIELD TO BE NOT LESS THAN � SEA LEVEL DATUM (NGVD) INSTALL- NCHES OF SAND UNDER THE BOTTQM OF DRAINFIELD 1 WARNING Ittt- APPML EQIIC TANK DRAINFIELD ( fi (LEYNIt@ t MAY BE THE CONTROLLING, Uta 1IN DETERMINING FINI FLOOR MOON, • site plan 20'_ G pf7 cc.77•" ✓. c; r Fl OLDt G'M C `.' GAL_, cMPTIc. .T44114. NEW rIP11~t o vela meet?) SEPTIC TANK_ DRAINFEILDL l n - - - - - -- area f addition t Ql i11lcm TANK It... ?- 1)14 /Nl w . IltN tifl fUUUuIIt 1111111Ut111ItIII11 1I1U1 1111111Mi11111111t11111U1t :1t111111111111111110111111111r 4 " cG 1: {.. 3 tom! / C1. 3 "=' tAJ.t4 M. - GN . .�t'a Mf1. Vl.561.1E 4 frialtUr-% • e-s 1 4'1 CA- -At• i alp p`1Ld— : UillilhI1UIft IIHu Iftft a 111111 n thi m u ilIl lK;t I iuIEM1111 i i11MMM MINI 111IHIl IIIHhIIIMh1 f fAV -ZiC tt D 14_,X,„1.) lit1�� 5 \ ' p" O.G, (GA)1'_t-11t =+..f' Awlr 6) . Pszt,6e. r.'G 'v'J cr' viCO .4466 TO Tt ' -t1-!RU. Gam" $ . �3 ki►-t : Wit_ I (aL wall W1 71 cat l id i p of elect r,ic�11 duplex outle 3 —1)T4,01 itq 1 c ric. 1 duplex ciUk�et; �+it1i gr : fat) trttec to NLW L G5; 1"- . ,r)Tf .4 " /x. CO k1CU.,�J�Cc, 1 . o.G F?Roitc F1R -i 0 Tot°5 ft J l [7. O Z to • .:........�i, � .... i fi t:... , �zl, Ji.. .1,y... 6I _1.t.., .. f1Ot 1 ;;o ; «. L .. L. k! 1 !�, X 101CyC ' ) !H G,,Hi14.} -' ; _`TO M f s-11 ,G Pxr> . :- -o 4' c . " t � : i r . 1I .L & 1 IHMiQ{l'`ig ; 4 �Z x4 wo 5 Il`iTt.tli4)l`Z rAkr nct4 Q IG�e L, k1 f RtL�!t�k t: ciA lat-GLe `G ! trYX,O P u s` " ( . .1-iemitz FCt ► F1 N+1 oM t4 r `L).. •,owi ll I _ * .GY.?F2tt -K TO �� 4� existing Q wo-rpr F 1 L .' Zilrer ;7+7 rG +: 1r ,F El ?-r,64 L. ,Tldty it 2� -+ 1 L5' - riri. FIAT GGM ) 7"IGN e,.. iIr1Gt..a Ft:CP Noe - rXr1 - i F t3 K : : l 2 existing kitchen FINFLH muster closet - Y t."; r ;,Mrc 5a]?c N I- r i r e cr+ 3 Pt..: f. ot4 WAG - encl . : cM 1..Y? c -O r XX,)v r F11�. 'I11! t F4Ipt:AY oxr relo.f TO V#IC14 .Z 4: NE 4t 2' 9 WGY..fl ff awl') (cx n. ; I rr w > r-' 4 14).,, t l'i till fir' ViC! - I'1E 4 F Y r - I'r , Ti .0 cry) 'Li 0 F1F 11- I; TO t` is -t FXI • ' 1 , �� V A S 1 . t I 1 f // i I. E F: 1 r F— U 11Ja . L; U iF) F141;3 v!/ °v Jr. 1 G WO, it'V FIUEN FZCCP TO, NQ. H . N.is '> 1,.._ -- t r west elevation t 1 building section A. A 11 .1, - 1 f: 1 ' .. i ■ . a 1 t - -- - \\ 0 1 1 , : r , — \ ' 1 :-.1. - i r 1.. 1. _ .i._ _,_. i 'Z, , - i e , ■I' , . /., I; . .,• . . ,■ i • ...• " ..", • : • .. , , [ . , .. .. • : g . 7 7-7 f ,. 1 : . ._._. - . ' "- -___ --,--- __J <- --.' - -- ---- --7 T -- I - _ - :,t- 1 .s...... 1. - e I .. • ... _. , r lb.__ . _ _ . . ... .._ room finish schedule finish spqce , , floc( ' base walls spears ceiling he remarks 's [3EOROOM' . c.,&.<(P.r.t , t,jeto i„lee;0 T40 'v . _ VIce") V 9 MASTER EEOROOM CF e.,..i* • re tOer., ,.,:, ,,- MASTEireAfti -ritA --rILS IlLe"-ztvvriG rk,/ 6r:e LOFT C. 1 ,...1/472) leve.x.; ° \,\IT: \),... 11 . ".,S MASTER CLOSET 'PT wao cR(-oALL. 'ENTRY '.. 1,46;vJ 1,-.1 !"..a 'vP,fr, - Nezo• (=?* e) . 1 tillU cwor ..r...F4. t.,Jax c.r--,,,f7,ut.. G* 4.4„.1 ) . 1. „ 1 , 1, u0Fir Fix ielf I ALLmict---*---, PNeCY/ (2)0H. pc:1...kt-k Fi<E0 4'14? me_4* 31 bedroom/ loft section B B r4-tc;r- - Pv wow GLAE.. iN 11 p kew. 0_"r. WHIT. FKA-r 4 - 3/8" caVAAMICTLE - \ - Top' az' efs..41-4 Lite EA-;r IZQS - \ NQepI I NetViRr - rt , G • WO, FAriel.24 1 r. . t T T Iv r IN 1.4c411 - co' di ANre HIfC LA\V kiAmiy '• T.P 3 c# u0Fir Fix ielf I ALLmict---*---, PNeCY/ (2)0H. pc:1...kt-k Fi<E0 4'14? me_4* 31 bedroom/ loft section B B r4-tc;r- - Pv wow GLAE.. iN 11 p kew. 0_"r. WHIT. FKA-r 4 - 3/8" caVAAMICTLE - \ - Top' az' efs..41-4 Lite EA-;r IZQS - \ NQepI I NetViRr - rt , G • WO, FAriel.24 1 r. . t T T Iv r IN 1.4c411 - co' di ANre HIfC LA\V kiAmiy '• T.P 3 wall section thru T CLA w �a F��T ! 4-40- c- 1 40" O.G - U(P yx1/O.4 1°l..vit�p_ V-- x.12 tot),mot 1 ,4;/ ! x v ,f):153 eult_CiIrG ix 2 F'. !-. NG bedroom tut,`G CP.0 Ce b nitzKal ep . . w�a i?o a 4 Cwh•c; Lk is .10 tit 14. t4, S 13 4.1 N : friOr4 1 URe . � ?-tt t . C14 CL A weLL G PA, tee p -1/4 ' 2NT' YGMGUe 3 Gt c�cfi� i � Ori - CEF Z <;Ct-c- ee.. 'T1Llr: TIQIfrt HCMELUk Vg U X17 G? U P Yt W / Gis , LV, Fit CL, I y 5l ,lQPtZi t k� 4 ermosP 3 _u! L4 "I: t! : k ildlltL.�r'll.aL:! r IL 7 2 ' Wo.,i i`ir Ie _4G. - rQ ►- tATG}i .b''�TG new floor =- - 2 ": x: L F P 4E1 1..lCa) r 0 aAIuNG WALL. existing floor 7 Vkr �5 t5T'c3, SAT G,u 1. 'H Mar _ _ r'iCFp I ' AhIAN L:T" pee e21- '41 Ker- I t t4 1Q s I j• G`I'N v wot4 Gpp,fi 3T 1. - -- t'.., r 1 7- -;F 2 1 - c :.f- '.� f/ 1 x !o _ t!t,. fi !`ca. r;N I ?� 4 Igo . }= l)42. f • T 0?4 `Z5T1 i - z . x 10 . O /4 " u " . J'ii '"2 R r ky Imo: t'S Ir4eul- master bedroom 3/4" - FLAT' U C MPv r eN aw,+. 1 ��i J / J�1b 1tif )L. �c V/ . GYP D. W& .:0 r I"L[aG,1j G rot' o.C, 1t1 . T1JU - 1-PCIO rtJ1:7i "F TSF • (30\Lc/ ML t '3 T . ' . :. 5 - tU C) . 2 coriC. c avgr I'' MI ii i r�pH -e4H NK1 r+� GP r 4 w e' 4 AFB4 -tcu i�otr�t '. <'f�ria PLANNING BOARD AGENDA OF AQ0--\th 23 Wet ITEM NO. 7..c/.-//71 Name of Owner /Applicant JpsIktso' veskAptg Phone No: '"k+ /tki Address of Property, and /or Legal Description q'01 14V (IN4} 1 Nature of Request P ? ?CiO'IAL0 PI-A14 \ O W+aOD AQDM Present Zoning Area of Present Building 0ci1.V WNt Area with Proposed Addition N901 74J 4 Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code Setbacks Provided Variances /&x €eptions,ilarting- Change r .kckftr4G 3U L fl 40 + Mtl - CARV0Ali1t Cs,(SSC ISZLV) »t000 145tcikjrbf1() tc5 No Qt.fte001- D1 CsusDuLs ov- %troULA1`14314c, .0St AZ Council Action Required /.-3 dd liami cfhtores d iljage F L OR ID A Date of Applicant Notification Planning Board Action P ./1 ;s kr t emv-'•02.9 ' \')) is aS i3i '1C' ' i' iI ff • Council Action A01 • / 1/3/41 Director of Building and Zoning r Coples Date No Description & 4.1. b1 Pr-)zu M it -1"KY 5 f S, 1 NL . 'IC PIAN , e 1 , zLe.1irt1Ct•4 SAmIF.LS• A 1 C H 1 r f Cr s 4567 -A PONCE CE LEON POULEW.HD COMLGkI LES TUpf & 17146 TELEPHONE (J05)&66-3366 To: MIAMI Sl-10 5 V l t,i.A6t ttyktA., 1 o NCs 2nd �c1,� M Ie w1l Arms ' f rW - water-1 - ►'hutt,0iMlr o 'rI. We are sending you IjAttached °Under separate cover via - the following Items: Cl Specl f lcattons Oshoo drawings erints g Plans = p Samples °Copy of letter hange order CU] ese are transmitted as checked below: Date: '•"1•8:1 Protect No: 42.0 ProJect: 2 r-.I 't`(ce 8301 N 'tom "Ate" MI/<w11 -3135 ❑for approval u Approval as submitted ❑Resubmit __ copies for approval M For your use Approved as noted tJ Submit copies for distribution tAs requested Returned for corrections ❑Return corrected prints uu For review and comment ClPrints returned after loon to us ❑ For bids due 0 LETT OF TRANSMITTAL ..- -• rte. ae. ..�... ... .. r.�... �.L -J.L Remarks '(CA Mr. ),4 n 1 () L , &t 6Lvt cj a tt`. I orn m cf c.7 5L d/ta.tAr s w, ord.A `x. cei wl' t.td v ►/v,cL ovl 1/1;, tht agond& IA p ► Gv.ai/71,td/41,t4- 18 1 1961. ►fie krulAid ,(, Qppl .- ✓ Vaikv cL hn �.� it,I,t�,1 ,7,c et_S dl�,; / � trcLe. -h,c, 0 A tt (Z c Lt ' Mr. Aw ta Jan Ott vice i ) ho c. tA.L: - 7-51 .2624 Signed: �L' •I V\A �`( Copy to: fa e"- •, d- - -' -- - I- 1L..... . , -A w••• • 1 A • •• �r FtN,4 a2 poRt+s Rstc 4/0 4 - r •••• • .•-•• W-isrIW& ••■•••-• ••■•• _ T.-- .---,.-. -t __�«::��_ h S713 (2)2;(;2,!5 ra �1 1w. HT. - rte F-17,An ie Gf. 2 x Cr1 - r Pt NJ 0) SAMUELS •• RICHTER AR C H I T E CT S 4567 A Ponce' de Leon Blvd Coral Gables, Honda 33146 305 - 666 -3366 Department of Community Affairs FLORIDA ENERGY EFFICIE1TCY CODE FOR BUILDING CONSTRUCTION FORM 600A -93 Residential Whole'Building Performance Method A PROJECT NAME: NEW GUEST HOUSE BUILDER: cj`eFizn Cont, AND ADDRESS: 9301 NE 9 PL PERMITTING MIAMI SHORES, FL. OFFICE: MIAMI SHORES OWNER: L.BIANCALANA PERMIT NO./}22 Z 1. New construction or addition 2. Single family detached or Multifamily 3. If Multifamily -No. of units 4. If Multifamily, is this a worst 5. Conditioned floor area (sq.ft.) 6. Predominant eave overhang (ft.) 7. Porch overhang length (ft.) 8. Glass area and type: a. Clear Glass b. Tint, film or solar screen 9. Floor type and insulation: a. Slab on grade (R- value, perimeter) b. Wood, raised (R- value, area ) 10.Net Wall type area and insu a. Exterior: 1. Concrete (Insulation R- value) b. Adjacent: 1. Concrete (Insulation R- value) 11.Ceiling type area and insulation: a. Under attic (Insulation R- value) 12.Air distribution systems a. Ducts (Insulation + Location) a. Ducts (Insulation + Location) 13.Cooling system 14.Heating System: 15.Hot water system: 16.Hot Water Credits: (HR -Heat Recovery, DHP- Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 18.HVAC Credits (CF- Ceiling Fan, CV -Cross vent, HF -Whole house fan, RB -Attic radiant barrier, MZ- Multizone) 19.EPI (must not exceed 100 points) a. Total As -Built points b. Total Base points I Hereby certify that the plans and specifications_ covered by this calcu- lation are in compliance with the Florida Energy Code. PREPARED BY: DATE : / I / 7/70 i 0 I hereby certify that this building is in compliance with the Florida Energy Code. OWNER /AGENT : //,.4 -�'1 DATE: 17 ,, 1. Addition attached 2. 3. 0 case (yes /no) 4. 5. 1167.90 6. 2.00 7. 0.00 Single Pane 8a.247.3sgft 8b. 0.0sgft BUILDING / r b /7L DATE: �j I SN: 8140 CLIMATE ZONE: 7I_1 8I.I 9I_I JURISDICTION NO.232600 Double Pane 0.00sgft 0.00sgft 9a.R= 0.00 , 387.10 ft 9b.R =19.00 , 453.00 sqft 10a -1 R= 4.20, 1355.30sgft 10b -1 R= 4.20, 201.00sgft lla.R =30.00 , 780.00sgft 12a. R= 6.00 , uncond 12a. R= 4.20 , cond 13. Type: Central A/C SEER: 12.40 14. Type: Strip Heat COP: 1.00 15. Type: Electric EF: 0.89 16. 17. 2 18. CF 19. 97.01 19a. 15385.44 19b. 15858.98 SOUTH CK Review of the plans and specifications covered by this calculation indicates 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. COMPONENTS PRACTICE 41 Windows ** INFILTRATION REDUCTION PRACTICE COMPLIANCE HHECKLIST ** Exterior & Adjacent Doors Exterior Joints & Cracks PRACTICE #2 Exterior Walls & Floors Exterior Walls & Ceilings DuctWork Fireplaces Exhaust Fans Combustion Heating Water Heaters Shower Heads Air Distribution Systems HVAC Controls SECTION REQUIREMENTS FOR EACH PRACTICE CHECK 606.1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. 606.1 Maximum of 0.34 CFM per linear foot of operable sash V crack (includes sliding glass doors). 606.1 Maximum of 0.5 CFM per sq. ft. of door area: solid / core, wood panel,insulated or glass doors only. V 606.1 To be caulked, gasketed, weather - stripped or other - wise sealed. 606.1 COMPLY WITH PRACTICE 41 AND THE FOLLOWING: 606.1 Top plate penetrations sealed. Infa.ltration barrier installed. Sole plate /floor joint caulked or sealed/ 606.1 Penetrations, joints and cracks on interior surface caulked, sealed or gasketed. 606.1 Ductwork in unconditioned space must be sealed. 606.1 Equipped with outside combustion air, doors and flue dampers. ✓ 606.1 Equipped with dampers. Combustion devices see 606.1.A.2. 606.1 Combustion space and water heating systems provided with outside combustion air, except direct vent appliances. ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) ** 612.1 Comply with efficiency requirements in Table 6 -11. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built - in heat trap required. Swimming Pools 612.1 Spas and heated pools must have covers (except solar & Spas heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. 612.1 Water flow must be restricted to no more than 3 gal -t lons per minute at 80 PSIG. 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, ins- ulated and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics must be insulated to a minimum of R -6. Air handlers shall not be installed in attics unless in mechanical closet. 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1 Ceilings minimum R -19. Common Walls - game R -11 or 602.1 CBS R -3 both sides. Common ceiling & floors R -11.- * * * ** t r * * * ** * *** * * * * * * ** * * ** * * * * * ** * ** Ir * * * *** * * ** ***k * * * *Ac ** * * * * * * * * * ** * ** *sir *i.* SUMMER ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** = == BASE = =_ 1 = == AS -BUILT =__ GLASS ORIEN AREA x BSPM = POINTS N 78.40 109.7 8600.5 E 70.40 109.7 7722.9 S 62.10 109.7 6812.4 W 36.40 109.7 3993.1 . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS AREA AREA FACTOR POINTS POINTS . 15 1,167.90 247.30 NON GLASS AREA x BSPM = POINTS WALLS Ext 1355.3 Adj 201.0 1.6 1.0 2168.5 201.0 DOORS Ext 17.0 6.4 108.8 Adj 20.0 2.6 52.0 CEILINGS UA 780.0 .8 624.0 FLOORS Slb 387.1 -20.0 - 7742.0 Rsd 453.0 -2.2 -978.5 INFILTRATION 1167.9 14.7 17168.1 TOTAL SUMMER POINTS 30,819.72 TOTAL x SYSTEM = COOLING SUM PTS MULT POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS SGL CLR N 7.0 64.5 .93 417.6 SGL CLR N 18.4 64.5 .83 979.6 SGL CLR N 13.0 64.5 .83 692.1 SGL CLR N 40.0 64.5 .90 2313.4 SGL CLR E 13.0 136.3 .94 1671.5 SGL CLR E 18.4 136.3 .79 1976.7 SGL CLR E 13.0 136.3 .79 1396.6 SGL CLR E 26.0 136.3 .79 2793.2 SGL CLR S 26.0 135.6 .92 3243.6 SGL CLR S 18.4 135.6 .72 1798.7 SGL CLR S 4.7 135.6 .56 355.9 SGL CLR S 13.0 135.6 .72 1270.8 SGL CLR W 18.4 136.3 .79 '1976.7 SGL CLR W 18.0 136.3 .79 1933.7 Under Attic GLASS POINTS .708 27,128.81 19,217.79 22,820.17 TYPE R -VALUE AREA x SPM = POINTS Ext NormWtBlock In 4.2 1355.3 2.28 3090.1 Adj NormWtBlock In 4.2 201.0 1.18 237.2 Ext Insulated 17.0 6.40 108.8 Adj Insulated 20.0 2.60 52.0 30.0 780.0 .80 624.0 Slab -on -Grade .0 387.1 -20.00 - 7742.0 Rsd Wood - Pier /Post 19.0 84.0 -.30 -25.2 Rsd Wood Adjacent 19.0 369.0 .60 221.4 Practice #2 1167.9 14.70 17168.1 36,:554.56 TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING COMPON RATIO MULT MULT MULT POINTS 30,819172 .37 11,403.30 1 36,554.56 1.00 1.085 .272 .860 9,277.67 ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** WINTER CALCULATIONS ***'********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS AREA AREA FACTOR POINTS POINTS __= BASE ___ GLASS ORIEN AREA x BWPM = POINTS N 78.40 -.4 -31.4 E 70.40 -.4 -28.2 S 62.10 -.4 -24.8 W 36.40 -.4 -14.6 .15 1,167.90 NON GLASS AREA x BWPM = POINTS WALLS Ext 1355.3 .3 406.6 Adj 201.0 .5 100.5 DOORS Ext 17.0 1.8 30.6 Adj 20.0 1.3 26.0 CEILINGS UA 780.0 .1 78.0 FLOORS Slb 387.1 -2.1 -812.9 Rsd 453.0 -.3 -126.8 INFILTRATION 1167.9 1.2 1401.5 TOTAL WINTER POINTS 1,033.35 TOTAL x SYSTEM = HEATING WIN PTS MULT POINTS _ == AS -BUILT =__ TYPE SC ORIEN AREA x WPM x WOF = POINTS SGL CLR N 7.0 3.7 1.03 26.8 SGL CLR N 18.4 3.7 1.08 73.3 SGL CLR N 13.0 3.7 1.08 51.8 SGL CLR N 40.0 3.7 1.05 154.9 SGL CLR E 13.0 .1 2.22 2.9 SGL CLR E 18.4 .1 5.59 10.3 SGL CLR E 13.0 .1 5.59 7.3 SGL CLR E 26.0 .1 5.59 14.5 SGL CLR S 26.0 -2.0 .92 -47.8 SGL CLR S 18.4 -2.0 .58 -21.5 SGL CLR S 4.7 -2.0 .27 -2.5 SGL CLR S 13.0 -2.0 .58 -15.2 SGL CLR W 18.4 .1 5.59 10.3 SGL CLR W 18.0 .1 5.59 10.1 247.30 '.708 -98.92 -70.07 I 275.10 TYPE R -VALUE AREA x WPM = POINTS Ext NormWtBlock In 4.2 1355.3 1.02 1382.4 Adj NormWtBlock In 4.2 201.0 .44 88.4 Ext Insulated Adj Insulated 17.0 20.0 GLASS POINTS 1.80 30.6 1.30 26.0 Under Attic 30.0 780.0 .10 78.0 Slab -on -Grade .0 387.1 -2.10 -812.9 Rsd Wood - Pier /Post 19.0 84.0 .30 25.2 Rsd Wood Adjacent 19.0 369.0 .30 110.7 Practice #2 1167.9 1.20 1401.5 2,605.01 TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING COMPON RATIO MULT MULT MULT POINTS 1,033.35 1.10 1,136.68 I 2,605.01 1.00 1.085 1.000 1.000 2,826.44 ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** WATER HEATING ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** = == BASE __= _ == AS -BUILT =__ NUM OF x MULT BEDRMS 1 TOTAL I TANK VOLUME EF 3319.0 3,319.00 40 ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** SUMMARY ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** = == BASE = == = == AS -BUILT =__ COOLING HEATING HOT WATER TOTAL CO PAINTS + POINTS + POINTS = POINTS I POINTS + POINTS 11403.3 1136.7 3319.0 15,858.98 1 9277.7 * * * * * * * * * * * * * * * ** * EPI = 97.01 * * * * * * * * * * * * * * * * ** TANK x MULT x CREDIT = TOTAL RATIO MULT .89 1.000 3281.3 1.00 3,281.33 OLING HEATING HOT WATER TOTAL + POINTS = POINTS 2826.4 3281.3 15,385.44 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for DCA Form 600A -93 or Form 600B -93 EPI= 97.0 0 10 20 30 40 50 60 70 80 90 100 X - - The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS Single Clear IX INSULATION R -10 R -30 Ceiling R -Value 30.0 1 XI R -0 R -7 Wall R -Value 4.2 1 X R -0 R -19 Floor R-Value 19.0 1 XI AIR CONDITIONER 10.0 SEER 17.0 SEER 12.4 1 X HEATING SYSTEM 2.50 COP 4.19 Electric COP 1.0 IX WATER HEATER 0.88 0.96 Electric EF 0.89 1 -X 0.54 0.90 Gas EFL' 0.00 0.40 0.80 Solar EF 1 OTHER FEATURES I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder 'Address: Signature: Date: City /Zip Florida Energy Code for Building Construction - 1993 Florida'Department of Community Affairs FL -EPL CARD93 rQ3 S - - -: r ., Sub �i� 3 Di NE yo 1;24. ( /anccclaha) 71== s/rG Ka-1 IC DE .. =ON i G [.ccl_=c{ teb)4-`ti clen44 17,e .e _ 4-cc ft!✓ Pre dud Aio 506 k1/ - 6.5b2 N.vv.7Ir SIntEI,SUIIt102 MIAMI„ FLO1IOA 33 26 TEL0 4; (305) 220.3171 ty.ti3i,t) 554.7822 -4 B. , ;;Cj r/0 • • / 4,V \ P R /u / za-o oN 4 N ' tvz /v t c ,N Sintqin5 ttt. LAND SURVEYORS BOUNDARY SURVEY A le) /6o, 0 ZWILIMIMISCS2ILIMMX=SNEIZIZIIMBEGILSZSIVASSIMIESEW Scale 1" _ —� -- Zor 0 /0 r' 0,75 ,;, 34 3 d 4 • 3. _r< - -x— ,92. /; `a l ,. L / NF. o p' Lo r-el SURVEY NO. . SHEET NO. 2' OF Z —X r/ To o /Xi • .ea J o ' pig P1/M7,. t'Y . 1 1. 4. • r l Ate'' / /N pit L. /,• ` �4� ,,✓i'x, 1 ,; ' ,•• • • .. ' , ' d2 N.w'1, ;u, SIREE/. SUITE 202 MIAMI; FLORIDA 33126 TELF.: 14jNE: (305)C20.3171 EAR: (305) 554 -7822 DRAWN BY: A.V._ N A . ARC. A/C • AIR CONDITIONER PAD. A.E. =ANCHOR EASEMENT. A/R • ALUMINUM ROOF. A/S • ALUMINUM SHED. ASPH. • ASPHALT. ' B C. - BLOCK CORNER. 8100.. BUILDING. B.M. • BENCH MARK. 8.0.8.• BASIS OF BEARINGS. C, • CALCULATED. C.B. • CATCH BASIN. C B.S. • CONCRETE BLOCK STRUCTURE, caw • CONCRETE BLOCK WALL. CH. • CHORO DISTANCE. CH. B.. CHORD BEARING. CL. • CLEAR. C L.F. • CHAIN LINK FENCE. C.M.E. • CANAL MAINTENANCE EASEMENT. CONC. • CONCRETE. C.P. • CONC. PORCH. C.S. • CONCRETE SCAB. D.E. • DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENT. DRIVE. • DRIVEWAY. 0 • DEGREES. E. • EAST. E.T.P. • ELECTRIC TRANSFORMER PAD. ELEV. • ELEVATION, ENCR..ENCROACHMENT. F.H. • FIRE HYDRANT. .F.I.P. • FOUNO IRON PIPE. FOUNO IRON ROO, F.F.E. • FINISHED FLOOR ELEVATION. utitevurg LAND SURVEYORS 8BREVIATIQNS ANDQ EAN1fLG F.N.D.. FOUND NAIL & DISK FR.. FRAME. FT. • FEET. FNIP.. FEDERAL NATIONAL INSURANCE PROGRAM. F.N. • FOUND NAIL. H, . HIGH (HEIGHT). IN. & EG.. INGRESS ANO EGRESS , EASEMENT, L.P. • LIGHT POLE, LEE. • LOWEST FLOUR ELEVATION. L.M.E. • LAKE MAINTENANCE EASEMENT. . MINUTES. M. • MEASURED DISTANCE. MON. • MONUMENT, WH, . MANHOLE WL. • MONUMENT LINE. N.A.P. • NOT A PART OF. NGVD• NATIONAL GEODETIC VERTICAL DATUM. N. • NORTH. N.T.S.. NOT TO SCALE. 0 • NO, • NUMBER. 0/S, • OFFSET. 01-1. • OVERHEAD. D.H L.• OVERHEAD UTILITY LINES OVH, • OVERHANG. O.R.B.. OFFICIAL RECORD BOOK. PVMT, • PAVEMENT. PL. • PLANTER. PAL. • PROPERTY LINE. P.C.C. • POINT OF COMPOUNO CURVE, P.C.. POINT OF CURVE. PT, • POINT OF TANGENCY. POC.. POINT OF COMMENCEMENT P08, . POINT OF BEGINNING. Survey of THE WEST 160.50 FEET OF THE EAST 428.50 FEET OF LOT E Subdivision: PLAT OF GOVERNMENT 4 OF sEG71 o r•a 5 According to the Plat thereof as recorded in the Plat Book No. 5 at Page No. 90 of the public records of DADE County, Florida. Property Address: 9301 NE 9 PL , MIAMI SHORES, FL 33138 For LUIS BIANCALANA LOCATION SKETCH k � 0 5 6 Po? 80'97 P r .'777 ao • P.R.C. • POINT 9F REVERSE CURVE. PROP. COR. • PROPERTY CORNER. P.O.. PLAT BOOK, PG. • PAGE. PWY • PARKWAY. PRM • PERMANENT REFERENCE MONUMENT. P L. S, . PROFESSIONAL I. AND SURVEYOR. R. • RECORDED DISTANCE. RR. • RAILROAD. RES. • RESIDENCE, RAW. • RIGHT•OF•WAY. RAD. • RADIUS OR RADIAL. R.P. • RADIUS POINT. RGE. • RANGE. SEC. • SECTION. STY, • STORY. • SWK. • SIDEWALK. S.I.P, • SET IRON PIPE L B. 06044 S, • SOUTH. S.N.0. • SET NAIL & DISK L.B4O6044. SP. = SCREENED PORCH. "•SECONDS. T, • TANGENT, TWP. • TOWNSHIP U.E. • UTILITY EASEMENT UTIL, • UTILITY, U.P. • UTILITY POLE. W.M, . WATER METER, W.F.. W000 FENCE, W S. • W000 SHED, A • CENTRAL ANGLE. W. • WEST. • CENTER LINE. 4 • ANGLE LEG NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): E INATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS. LIMITATIONS, RESTRICTION$, RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING ANO /CR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO SCALE THE LIATLITY OF THE SURVEY IS LIMITED TO THE COST OF THE SURVEY. THE TERM 'ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS ANO SETBACKS ANO THEY WILL BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR , APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTION. UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS AND /OR FOUNDATIONS FENCE 014'NERSHIP NOT DETERMINED. THE FNIP FL000 MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE Situated in Zone: X Community /Panel /Suff Date of Firm: 03/02/1994 Base Flood Elevati Certified to: LUIS BIANCALANA ATTORNEYS' TITLE INSURANCE FUND, INC, RODRIGUEZ & QUINCOCES SUNTRUST BANK SOUTH FLORIDA N.A. ITS SUCCESSORS AND SHEET NO. / OF Scale 1" = /✓ �-: /OR ASSIGNS 3f k ir - *f' - ' TTTTTTT 0.00 x 0.001 LF.SEND TYPICAL S_URVEY ORS 'SJJO E IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. VF'NOT, THEN BEARINGS ARE REFERRED TO COUNTY TOWNSHIP MAPS. 2). IF SHOWN, ELEVATIONS ARE REFERRED TO B.M. O ELEV, OF N G.V.D. OF 1929. 3). THIS IS A SPECIFIC PURPOSE SURVEY. REVISED ON REVISED ON ix: 120652- 0093 -J on: �atr; srr.+ 1611ERXECWAT x %, A lat M.-. V,,,, t a: , maszcs a 4). THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT, I HEREBY CERTIFY: THAT THIS 'BOUNDARY SURVEY', OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED ANO DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 51G17.8. FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472 027, FLORIDA STATUTES. � s E07ZGFi IBARRA (DATE OF FIELD YORK). //,3 9 ROFESSIONAL LANO SURVEYOR NO. STATE OF FLORIDA. (VALID COPIES OF THIS SUFSVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LANG SURVEYOR), SURVEY No. 97- 0.004538 Date: 10/02/1997 WOOD FENCE. CHAIN LINK FENCE. C.B.S. WALL (C.B.W.) EXISTING ELEVATIONS. PROPOSED ELEVATIONS 160. i P $ 1 SCT L‘:_- 30 0' Staten Contractors Inc. General Contractors RAMON N. STEFAN - President 7220 N.W. 36th St. Suite 602 Miami, FL 33166 Phone : (305) 591 -0701 Beeper: (305) 659 -0455 Fax : (305) 591 -0702 0 1 1 CL. t - 1.,e1A-T1(30 ( 4 It V T .;t,€JA C V4P-- L1_ d GUERRERO /GONZALEZ Michael C. Guerrero, P.E. Mechanical Eng. Uc. M15235 Rafael L Gonzalez. P.E. Electrical Eng. Uc. #11057 11420 N. Kendall Dr., Suite 200 Miami, Florida 33176 Tel. (305) 595 -8525, FAX (305) 598 -9077 ENGINEERS, INC. ADDITION TO MR. BIANCALANA RESIDENCE 9301 NE 9 PL. MIAMI SHORES, FL. COOLING LOAD CALCULATIONS: SUMMARY PER ACCA MANUAL "J" CONDITIONS: 90 FDB, 79 FWB, OUTSIDE 75 FDB, 50 -60% RH, INSIDE INSULATION: WALLS R -4.2 ROOF R -30 TRANSMISSION: COOLING LOAD, BTUH SENSIBLE LATENT WALLS Q=AREA*FACTOR [U (TH . COEFF .) *TDeq] Q= 1309 *2.1 2749 DOORS Q= 37 *8.6 318 ROOF Q= 780 *1.2 936 SOLAR: (SINGLE CLEAR GLASS) GLASS Q =AREA *FACTOR [OSF *SH.COEFF] E & W Q= 107 *85 7276 N Q =78 *30 2340 S Q =62 *45 2790 INTERNAL HEAT GAIN: DAYLIGHT PEOPLE Q= #PEOPLE *FACTOR SEN. Q =2 *300 LAT. Q =2 *230 POWER Q= FACTOR (APPL.) Q =1200 VENTILATION: Q= #PEOPLE *CFM *T.DIFF. *FACTOR SEN. Q= 2 *15 *15 *1.08 Q= #PEOPLE *CFM *HU.DIFF. *FACTOR LAT. Q= 2 *15 *50 *.68 DUCT HEAT GAIN: Q= FACTOR(R- 6) *D.LG. /100 Q =1.4 *1200 *20/100 600 1200 486 336 LATENT FACTOR (305 OF SEN.) TOTAL SENSIBLE 15031 TOTAL LATENT GRAND TOTAL ( SENSIBLE + LATENT, BTUH ) _ 1 460 1224 4509 6193 21224 HEATING LOAD CALCULATIONS CONDITIONS: 70 FDB, INSIDE 47 FDB, OUTSIDE HEATING: TRANSMISSION: Q= AREA *FACTOR [U FACT. *TEMP DIFF] HUM LOAD Q= FACTOR *SHD *CFM Q= .67 *10 *800 *.5 DUCT HEAT LOSS Q =1.4 *1200 *20/100 HLATING LOAD, KW GLASS: Q= 247 *29 7163 WALLS: Q= 1309 *4. 5236 ROOF: Q= 780 *.9 702 VENTILATION: Q= FACTOR *CFM *T.DIFF. /FACTOR - INTERNAL HEAT GAIN (L.P.A.) SENSIBLE: Q= 1.08 *800 *.5 *23 - (2200) 7736 2680 336 TOTAL 15517 OR 5 KW EQUIPMENT SIZING: BASED ON THE COOLING AND HEATING LOAD CALCS. USE ONE 2 TON A/C UNIT (22,600 BTUH TOTAL /15,400 SEN.) WITH A STRIP HEATER OF 5 KW MIN. METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Storm Panels /Stainless 1MIetalworks, 14475 N.V. 26I11 Avenue Opa Loc FL 33054 Approved:01 /0'l /96 -1- METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING r t: BUILDING CODE COMPLIANCE OFFICE SUITE 1603 MET ROaDADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372 -6339 Your application for Product Approval of: 20 ga. Galvanized Steel Storm Panel under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted b Applicant, along with Drawing No. 95 -498, Sheets 1 Ilan 4 of 4. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any anunendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:95- 1102.01 Expires:01 /01/99 Rau ltod' iguez Product Control Supervisor TIIIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COi11MTTTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. id anger, Director y : : Building Code Compliance Dept, Metropolitan Dade County Reinforcement Required Panel span up to: Min. Sepatation to glass Design Load 1" x 1" x 16 GA. Steel Tube 132" 2 1/4" +40, -40 I'SC: None 33" 2 3/8" +40, ►40 PS1t )f lorids* Sturm Panel, Inc. ACCLP'I'ANCL NO.: 95- 11U2.UI JAN 0 4 1096 V, 2. MATERIAL CIIARAC'1'I,RIS"I'ICS 2.1. 1.75" deep fibs. of 4. 3.2.1 3.2.2 APPROVED EXPIRES t JAM 0 4 1999 NOTICE OF ACCEI' "1'ANU : SPECIFIC CONDITIONS 1. DESCRIP'1'ION 1.1 This approves a galvanized steel store) panel designed to comply wilt) the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCI? 7 -88 "Minimum Design Loads for Buildings am: Other Structures ", Flo not exceed the Design Pressure Rating values in Section 7 and within thy: U ritatlons contained !ti Section 3. 'the storm panels shall be consttueted as Indicated on approved dra•A.ing No. 95 -498, SlneOs t cif 4, ))sing 20 gage (.0365 ") thick galvanized steel, AS I'M A446. 2.2 Panels are rolled funned, have a nominal width of 12.50" and a total width of 14.50 ", fotr.i1ug' 2.3 Components shall be aluminum alloys 6063-T6, "h" header, "u" header, 1,5 x 1.5 x .093'141 1' 1/4" thick 2.00" x 5.00" angle and a 2.00 x 2,3,4, or 5, 16 gage galvanized steel angle, Other components shall be 16 or 20 gage galvanized steel. 2.4 Tested specimen: Dimensions: 52" wide x 67" long overall 52" wide x 96" long overall 52" wide x 101" long overall 52" wide x 132" long overall 3.2 Minim) 2 1 )• 3. LIi1Il'l'ATIONS 3.1 The design will be dependent on the maximum panel height of: 3.1.1 8' -5" or 101" for wall mount, attached to wall using an "h" heuJe, at lop; a studded ingiet and wing nut at bottom, and a 1 " x 1 " x 16 ga. steel tube reinforcement across the whole w i d t h ' located at misdpan; this is for installations less than 30' above grade. ' 3.1.2 For all other installations refer to "Storm Panel Schedule" on drawing No. 95 -498, Sheet 3 3.3 Maximum clearance betweeu.3tp of panel and inside of header shall be I /4` . 3.4 Iteinfo:cement: 3.4.1 Panels greater than 33" in length shall be reinforced at tuidspan by either a 1" x 1" x 16 gage steel tube or fastened at midspan using 1 /4" - 20 x 1" bolts depending on the separation from glass required and mounting conditions as shown on Sheet 1 and 4 of 4 on drawing No. 95 - 498; Ma ttel Perez, P.C4 atis Examiner II Product Control Division EL /ri1;L.tmrtn lanclultte. ACCLP't'ANCE NO,t . 95-1102.Q1 APPROVED ; JAN 0 4 1996 EXPIRES ; JAN 0 4 1999 ,", N l'IO; ACCEPAVICE: SPECIFIC CONDITIONS •1. INSTALLATION 1.1 The panels shall be installed only in the following condition: 4.1.1 Wnll_Mslitttt , , The panels are secured to an "It" header or angle at the tread and to n 1 1/2" x 1 1/2" x ,Q$3' alum, studded angle, using 1/4" - ss studs w /wing nut and washer spaced t,t 6 1/4" o.c. © the s11, Witich are anchored to the wall, using the tension anchors shown on Sections A -A, "Wall Mounts'', beet 2 of 4, of Dwg. No. 95 -498 bearing the Dade County Product Control approval stamp, 4.1.2 171re Mount - The panels are secured (tiredly to the wall at head and sill using keyhole washer or sldewjIK bolts embedded into concrete or masonry and spaced as shown on Section "Direct Mat-,nts ", Sheet 2 and 3 of 4, of Dwg. No. 95 -498, beating the Dade County Product Control Approval Stamp, , , 4.1.3 ih►tihlout ltlourtt The panels are secured to a "U" !reader at the head, which is anchored :wing 1/4 " -20 X 1/2" try chine bolt & nut n 21" o.c. to the long leg of 2" x 3 ", 4" or 5" x 1/8" aluminum angle used to pc4Vlae' the buildout, which is anchored to the wall; and at the sill to a 1 1/2" x 1,1/2" $ .093 aluM, stt�drled angle, using 1/4" - 20 x 3/4" studs w /wing nut and washer spacer! at 6 1/4" o,c., W11101 10 also anchored using 1/4" - 20 x 1/2" machine bolt & nut 0 221" o.e. to the long leg of a 3" 3 ", 4 "'ds 5 ", x 1/8" aluminum angle. The "U" header and angle can be alternatively connectcd to slatulgici channel ns shown on Section C, Sheet 2 of 4. The build - out angles arq trrichoreci it► the wail ` i shown on Section C or 11, Sheet 2 and 3 of 4, of Dwg. 95 -498, bearing the Dale County Ptodaet Control approval sharp. 1 7 ) 4.1. itisis!_Mount 'l he panels are secured inside a top track "U' Ceiling Mount [leader at the head, which Ia 60 4%0 Red to the inside of the concrete lentil opening; and fastened to the 1 I/2'' x 11/2" x ,Q93 colldi nuous studded aluminum Base Angle at the sill, using 1 /4" - 20 machine bolt, ty;ngnut and washer Fit; 6" o.c. which is anchored to a concrete slab or bulkhead as shown on Section 13, "Ceiling/lnsldq Mounts ", Sheet 2 of 4, of Dwg. No. 95 -498 bearing the Dade County Product Control approval • stamp. 4.1.5 Walt hiattnitim Qut!_Emuiiui . This installation is similar to the build -uttt & %vall mount condition but anchored to a Wooded substrate using the tension wood anchors as shown in Section "D ", Sheet 2 of 4, of Dwg, No, 95 -498, bearing the Dade County Product Control Approval Stamp. . 4.1.6 Any&Lunhiutllion_o {the above, 4.2 Anchorage of the aluminum angles shall be to concrete, masonry and /or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing No. 95 -498, She0151 tbru 4 of 4. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. Fasteners must have their own Notice of Acceptance. 4.3 Permanent set fastener components, embedded anchor bolls, threaded cones or metal shields, not In use, must be protected against corrosion, contamination and damage at all time. - 2a r. ". ._4 .4.41.r .( Man e Perez,P,[;.Plat Product Control Division � xan111n e r 11 3 6 !!C�!IiL IS1C111_j!illt4� �jtll�s ACCLI' 1't%NCL NO.; , 91-111/241 ;..� APPROVED t JAN , 0 '4 1906 EXPIRES t JAN 0 4 1090 , NSZI'ICE 0 ACCEPIA CE SP C1FIC CONDITIONS 5. IDEN'tIFICA'I'ION . 5,1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, Matt) and following statement: "Dade County Product Control Approved ". 5.2 Each opening or, in the case of direct mounted panels with no header and sill, each panel steal: have a legible permanent marking instructing owner or tenant to secure puue:s at lap Joints W114 '. applicable reinforcing: hastened at midspan with 1/4" - 20 x I" bolts or I" x 1" X 1/16" thtcel tube, across the whole width of the opening during periods of I lurricane warning. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the foIIG '1;ingt 6.1.1 'f his Nolice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, it cluding 1tt:11111 Grade, of openings to receive shutters; mean roof height, length Grid width of hu �•: };',' ». 6.1.3 Duplicale prints of approved drawings No 95 -498, Sheet 1 thtu 4 01 4, Inking approval stamp, Notice of Acceptance number and date by Dada County Prurlucl t'n►�trPl.' Section, clearly marked to show the components selected for the propose4 lrtstal1atlon. + ) 3• ''' 6.2 'the building Official shall ensure the adequacy of shutter to meet the pressure requirement utthe opening in which it is to be installed. ) 7 ) ) ) ) )) ) -2b- ) Yl OA L Mai a Perez, P.E. Pia Nannitler I(; Product Control Divisiotl , . I'_lltri.sll!_ lltl:ltJ! J'aw=_11,_Lllc, ACCEPTANCE NU.: 95-119/SILL. nl'I'IU)vED : .JQf1 0 4 1996 rxI'I1(l,s :JAN__! 4 1999 (.:.4.)NI)I'J.IO_.N '1. TESTS PERFORMED LAI((ils MISSILE Ihll'Ac :1'•r1:Sf 'MK; I'A 201 -91 (132" SPAN) ('ii';lcncd ( :1'CLIC WIND PRESSURE 'I 1 :SF SI I1C PA 203-9.1(132" ;iI'Ati) POS. I' istclicd CYCLIC WIND I'I(I;SSIJRG TEST sI.11C 1'A 203 -91 (132" SPAN) NI:(i. 1'aslcnc(I I01lIroRM ST til 1'A 202 - 1 IIIII'ORM ST ‘;111C I'A 202 - (JrlII'Oltn1 ST '411C I'A 202- 11r111'OI( i ST i1.10C I'A 202- Al IC AIR PRESSURE '1I:SI' 91 POS. (101" SPAN) I'aslcncil A I I(' AIR I'I(IiSSIJItl:1I S1 91 1ll'.ti. (101" SPAN) I'i►slcucll AT IC AIR I'RI:SSl1I(I: "II:SI' 9I r11:(i. (96" SPAN) I'astcnc(l ATIC A1It PRESSURE '11-ST 91 III (i. (132" SPAN) rislcnc1I 1)I {SIGN I'It1 SSllltl. I( ' I INC; rill Di %Inn I•t,:hI /rfn(I Span /Se atd)uI hoot (;13s1 13/ It I inrul CCM( n1, $(C I1)tile I awl 2 "n DN.,. Ni. ')5-1 S hr rl.l rf-1 13. I';\'II►1?N(:1'; SU11�11'I "L 1';I) 13.1 'Pests: Jt[ ?5 _LLtii ;_ '1'I':NT l.OAI) SATISFACTORY ORY (`IC ')5 -032 188.1 PSI' (. FC 95 -032 -113.1 PSI' (: IC 95 -1132 1 1 10.-t PSI: C rC 95 -032 - 139.0 PSI' 1 :1(95.012 135.2 I'SI' (.' l C 95 -032 -95.O PSI' (' rC 95-t)32 I)1■.S1(:;4 I4()A1) r 168.0 PSI' CTC 95 -032 -37 0 O'SP ('IY 9 193.(s ('1'(; 95.012 PSI: CI'C 95-032 -9C.1 PSI: C IC 95 -032 .63.3 1'S1' (' I (' 95 -032 • 8.1.1 'Icsi ICl)OI1 on Large I\1issile Impact Test, Cyclic Wind Pressor,: Test and Unil'o{nt Static„ , Air Pressor.; 'Pest of 20 gale storm panels, prepared by Construction 'Testing Corporation, Report No. (2I C- 95 -O.3?, dated September 26 thin 29. 1095, signed and sealed by Christopher (3. Tyson, 8.2 Drawing: 3.2.1 I)tawiug No. 95 -4198, I'Ioti(la Storm Panels, 11te., 20 gage Storm Panels, Sheets I, 2, 3 (111(1 01'4, prepared by Knczcvich el Associates, dated 09/18/95, signed and sealed by V.J. KnczeVlcll I'.I;. 8.3 Material cerlilicalion: 13.3.1 Mill Ccltilic(I Inspection Repoli, dated 5/26/95, li)r 11ot Dipped (ialvanir.ecl Steel, AS'I'M A4146 by I'ro(luctor (le Accro Laktbul, C.A., with chemical composition and physical propctlics. 11.3.2 'Tensile Test RCpolts Irom OC Metallurgical, Inc., .lob No. 51K1-2162 dated 09/26/95 l'ol galvanized steel, tested per ASIA! I;8-93, signed and sealed by .lames W. ROCS(, I',Is, 8. Calculations: 8.'l.l Sham panel calculations iln(I comparative analysis, Sheet 1 Thin 24, Iinczeyicll and \ssociates, Inc, signed and sealed by V.J. Kncrevich, I'.I -., diled October 2, 19 f\lanuel I'erer, (IIItiller I1 I'1 ('n111ru1 I)i�'Isiolt AIPRl)VI%I) EXPIRES 41:_IL 111.1111Natiaria Renewal 01 Ibis Acceptance (approval) shall be considered alter a renewal application has been filed and the original submitted documents, including test supporting data, engineetiug documents, are no older lhan eight (8) Years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, slate, and the following statement: "bade County l'roduct Control Approval ", or as specifically slated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a)Jhere has been it flange in the South Hot ida',wilding Code affecting the evaluation of this product and the product is nol in compliance: with the code changes; bit he product is no longer the same product (identical) as the one originally approved; c) If Ilse Acceptance holder has not complied with all Ills requirements of this acceptance, hlcludina the correct installation of the product; d) 'I he cugiuccr who 01 iginally prepared, signed and scaled the required documen tation initially submitted, is no longer practicing the engineering profession. Any revision or change in the materials, use, and/or manufacture oldie product or process shall automatically I); cause for terminat of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with apl•ruptiate fee) and granted by this office. 5. Any of the following shall also be grounds ler removal of this Acceptance: a) I1nsalisfactoly per lot nlance of this product or process; b) disuse of this Acceptance as an cntdorsealellt of any product, for sales, advertising or any other purposes. 6. l Ite Notice of Acceptance number preceded by Ike words Dade County, Florida, and followed by the expiration date may be displayed in literature, 'limy pot lion oldie Notice of Acceptance is displayed, then it shall be dune in its entirety. A copy of Ihis Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the rnauufacnrrer or its distributors and shall be available for inspection at the job site at all tittle, The copies need not be resc,ded by the engineer. 8. Failure 10 comply with any section of this Acceptance shall be cause for termination and removal of Acceptance, 9. this Acceptance contains pages I, 2, 20) through 2(c) and Ihis last page 3. ll■•rus 10._11_&_ I2. Batt :sl_11e1oLDPIY.rttly_Isz tttIAtc15 10. unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation 1'of multiple installation of Ihis unit, a separate Acceptance for mullions is required (r0111 Ike Product Conlrcl Section 1 I . The spacing of fasteners al \viniJow sills shall be its tested. The spacing of fasteners in all other pails of the franly, shall be as tested, but in no case shall exceed 2 on center. The lirst fastener shall be located at a InaXInlunl PI O" front each corner and mullion or stile. fastener fully penetrate the buck, which shall be the same size as file one• tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes ul fasteners used in testing. I2. I lardware for all windows and doors shall conform to Security and Forced Entry prevention, Chapter 36 of the South Florida Iduildimg lode. 1?NI) OF'MIS ACCEPTANCE - 3 - JAH Q 4 1996 ; 1JAH- 0 4 1999 aazezi6. Manh1_Pcrcz, ('.E. Plan (amincr 11 Product Control Division , 4. .085 TAP. L4' S. STUD • 6-1/4' OC. 11 ( .5) STUDDED ANGLE SCALE t 3' 2 1'"O' WINGNUT \:-.'"/ SCALE HALF SIZE O STORM PANEL SCALE 1 3' a 1'-0' VIDTH J&1M1TED a'ERP. TO PANEL. SPANO SECTIQ4 13 TYPICAL ELEVATION FOR INSTALLATIONS < 30' ABOVE GRADE V/ PANELS SPANS S 101'• V/ SEPARATION FROM GLASS < 2-3/8' BUT 1 2-1/4' TENCIDN FASTENER a 24' INC. SCE MOOR SCHEDULE roR ANY AC EPTABLE ANCHOR EXISTING STRUCTURE 14.30' 4 co O STANDARD CHANNEL SCALE . HALF SIZE TM' KENT. PLAN VIEV 1.00' OPTD7NAL LEG DIREcTIU4 Vxt 1 FASTENERS) (SEE PLAN VIEW 1. NOTE 8) BUTTON MONT. OVERLAP FASTE?FRS (SEE KITE 11) GAGE GAIN. STEEL GRADE D t 16 GAGE GALV. STEEL E CLOSURE PIECE( 1' * 2' MIN. TO 2 s.. S' MAX. O 'h' HEADER SCALE 1 3' • 1'-0' C OPTIC HAL LEG DIRECTION easTING STRUCTTJEE SAO' r I 16 G V AGE STID - GRADE D VIDTH uNumiTED (PERP. TI PANG- SPAAO SECTION 10 SOFFIT CHANNEL SCALE ' H{A .F SIZE • 14 TYPICAL ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2. PAGE 3 OF 4, FOR REQUIRED SEPARATION FROM GLSS. ® 'h' HEADER SCM.` 1 3' = V GAGE GALV. STEEL $ � i 1 L75' TIP MOUNT FASTOLRS (SEE PLAN VIEW 1 NOTE ED CLOSURE SCALE s 3".• r-0' PLAN VIEW SCALE, 1-t/2', 1•-0• I SM STORM PANEL. SCHEDULE FOR MAX. SPAN (VERTICAL OR HORIZONTAL.) i 1z O 'U' HEADER SCALE 1 3' • t 3 MIN. .085' KEYHOLE WASHER SCALE s HALF SIZE a BITTEN MXINT t5) HORIZONTAL INSTALLATION 1' x I° x 16 GA STEEL TUBE TAP. (OPTIONAL) SEE NOTE 8 1 TYPICAL ELEVATION. 1 -3/4' OVERLAP 20 GAGE GALV. STEER. CLOSURE PECEM 1' x 2' MIN. TD 1 -3/4' x 7' MAX. 1710 NTTF4 1 SIDE MOUNT 0 a ANGLE SCALE • 3' • 1' 16 GAGE GALV. STEEL 2'. 3'. 4' OR 5' 1` wDt SCALE 3' • 1' SHEAR FASTENER e 24' O.C. SEE ANCHOR R SO- IEDULE FOR ANY ACCEPTABLE ANCHOR EXISTING STRUCTURE: ANGLE THIS SHUTTER SYSTEM IS DESIGNED IN AMERDANcE Y1TM THE SOUTH FLORIDA BUILDING CODE, 1994 EDITION, AND THE 1994 BROWARD COUNTY EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHw.i. BE PERFORMED IN ACCORDANCE WITH ASCE 7-88 •MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.' 3. STORM PANELS SHALL BE 20 GAUGE STEEL (t • .035') CONFORMING TO AST$ A446. STRUCTURAL QUALITY. GRADE C. WITH A MIN. Fy • 46.7 KSI, GALVANIZED IN IN ACCORDANCE VITH ASTN G90. ALUMINUM EXTRUSIOWC SHALL BE 6063 -T6, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12' IF ONE END OF THE PANE]. WITH A MIN OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOJS. FLORIDA STORM PANELS, INC. CPA LUCKA, FL DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINIFSC STEEL WITH A MINIMUM Fy = 33 KSI. 6. MATERIAL SPECIFICATIONS KITED HEREIN ARE THE MAMIFACTURFR'S REPRESENTATION OF MATERIALS 10 BE USED IN PRODUCT TESTING. 7. TOP 1 BOTTUM DETAILS SINN MAY BE INTERCHANGED AS FIELD CO4DITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY vHERE APPLICABLE. S. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED AT OVERLAPS AT MIDSPAN TO A 1' x 1' x 16 GAGE STEEL TUBE USING 1/4-20 x 3 -1/2' BOLTS V/ IE CAST ALUMINUM VASHE3tED VINGJ TS OR JACK NUTS. (SEE TYPICAL ELEVATIO4 ). PANELS NOT UTILIZING STEEL TUBE HAU. 3E FASTENED AT MIDSPAN W/ 1/4 -20 x 1' 3tLTS YITM DIE CAST ALUMINUM WASHERED VINGNUTS OR .iACKNUTS (SEE TYPICAL ELEVATIONS G� 100 FOR PANEL SPANS LESS THAN 33. OVERLAP FASTENERS 1 TUBE ARE NOT REUUIRED. 9. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND INIFTRM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201.202, AND 203. DESIGN BASED ON CTC TEST REPORT No. 95 -032. 10. A YARNING NOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OWNER OR TENANT THAT INC STORM PANELS vILL NOT OFFER HtRR1CANE PRTTECTIO<4 UNLESS ALL REIN4FIRCING BOLTS AND /OR BARS ARE PROPERLY INSTALLED. AP ?ROVED AS COMPLYING MTH THE SOUTH FLORIDA BUILDING CODE Dom` : •R _ 1 PkODUCe „,,tiiROL DIV :S ;CN 8UILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 95 - i IOZ.O 1 'ELT rYP. 1 Lve 1 ANGLE SCALE* 3' • 1• U Z.i V Oil a " 8 H o 3 "< o a es • / 613.1 pi 41 >.0 4 0 � p 1A C n Z <�on p W LA [ y v u N W a. W Lola sage A! tcTO dtT vX by milminsumamo 9 morassintismiame (drsob by t J.V. �L .4 1c J v.x draw" tau 95-498 0,4t1of 4 • SEE MOI. SEPAMTION MX CLASS GLkSS CR DOOR ANGLE TO VAU- DETAIL TENSION FASTENER (SEE ANE3-01 SCHEDULD rtr. TOP t. XITTEM COSTING STRUCTURE r WALL MOUNT SECTION k SCALE 3' van F RAMING n:E xt SEPARATLIN FF04 GLASS DO-EDULE ANGLE TCI VALL DETAIL TENSION FASTENER (SEE AO 02 =MEWLED TYP TOP L BOTTOM VC133 FRAMING 114-211 MA0411E BOIS VOKi•UT 1 6-ve ac. PANEL TO ANGLE DETAIL Les•ao )IAai:NE BELT & VINGOIT 1 6-1/4' O.C. PANEL TO ANGLE DETAIL 1/4- X. CLASS OR DOOR 0 CENT. six ma SEPARATION FREW GLASS SCI-COULE AUWANILUW.AMAW‘AtiffiV, Ali' 3 GLASS OR DEER SEE KM SEPARATE,. FROM O.,SS SO-EMU - kt4:444,a;i *tali r AsTo ' MEE iNCtat SCHEDULE) -,-.--, TOP k. st" • ---- , , • " L4-2(1 sAcKoic BOLT I'VDrella t 6•' CEILING/INSIDE CUNT SECTION ‘ SCALE 1 7 2 114'0 S.S. LAG XREY V/ 1-ve PEW INTO VO03 2 - I/4"0 x 4•L/2' t. LAG =EY 1 24•• V/ t-me PEVELLATIEN Di CENTER Of SiultS l'x4Dx.IVCR t MOE OR r A {.• P.T. VOW THIS ZETAIL PAY DE LISO AT TCP ER SUTTER Or PANO•t. TOTED US C OF• THIS DETAIL ID4TED 113 2 72 PS". 1.14 MAX STRUCTURE • O WALL MOUNT SECTION WALL MOUNT SECTION (BOTTOM) SCALE r 3' r . SCALE I 3' • L-& • • • 2- • t • D3S TING STRLCTURE GLASS rIR IXEIR SEE N24. UIPAPATIR a.ASS SCHECULE EXISTING STRUCTURE GLASS CR DOOR TENTEN FASTDER - USE DIREST MICUNTLEENCRI V/ KErHoLe VAS:riER OR SIDEW OL ALK BTS CSEE SCHEDULD. TTP. TOP BOTTOM won ilusHD4a 3 A ta APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 11 PRODUC CONTR4 OVVIS 19.9 DA •fl . • 11 • .. ; ." 3Y 40ifr.... M l .... . IREC T :.*: BUILDING ;tMPLLANCE OFFICE • •_• - , .• .. < D: MOE) NT) ,...::.,;',..,-;.- _ -:;- iCCIPTANCE N-6 COCEO 115 0 -...• <--,. ,,,•,..-•..r • fc :.--:- ' '' - ..= .; ' 7 ' ' ` '''''.- ''''. ".:" . .. .L.: ,F r: ::.":3-F'..:;'''Z'VkfA.',115-11W4tW.F.;:,,,4,,, 7. •'... •-•".. 4 t• - .; ' , octsrais STRUCTURE WALL MOUNT SECTION • ■ ta Lt. Pea.rts. 11.414.1,1Ult.1 - Tyr. TCr & X1TTO4 114-2t1 MACHD4E DOLT ' VINGRIT 12 Tyr. Tar Iv lancet 0 cm EPTGINAL LEG DIRECTO. £ SEX =mum RE011. (SEE PLAN VIED BUILD—OUT MOUNT SECTION k\ --f• 1 SCALE 1 7 2 V4 PAX. a V4 MA04 le DOLT 0 L vINGNuT 1 s-ve C.C. (TT?. TOP t. BOTTOM) amemsommisil 0 s 2 1 iliaRRINIROMala INEZEVICM StIOMASJ ' . Et J'e.nc14 - :_ Y...e =F= r t ray ,l . 1 -'• rat STUIIA TQ",: C BQ'ETD d,Zi FOX ALL , TIt d: Nis BAR 1 •■op r ^ 30.3 . s.., L - t/3 vn111 nN .E. ' . Et J'e.nc14 - :_ Y...e =F= r t ray ,l . 1 -'• rat STUIIA TQ",: C BQ'ETD d,Zi FOX ALL , TIt d: Nis BAR - S —. 7- r ^ 30.3 . s.., L - t/3 Ott — O - '1ti ""1 .. 2 II : - ,s.. 40:x• ya.a z. t7...4 I ti - - , Oa *.x . -' rd -° Or .. r r a a Soar ; : 1 , 01( — 6• - -t 0 -- • 13 • 6- • _ ' ;6o.a; . 3•- .: Lai -L . .. -.1O -L - La - 6. 704 3 1 -9 -` 9 - 8 a 5 7 A sea • 2 -3/8 9• -s a -T 2-I /4 904' 1 -7/8 , - t T - 8' 3 100.0 = 8 - -9 6 -10 2 -3/8 1104 8 - 5 3 - 4 G - 2-1/4 1204' N. A. T - 1L S-9 1304 7 -8 5 -3 140.01 7 -4 4- 11 150.0 * 7 -1 4 -7 1604! 6 -11• 4 -3 17c.0 i 6 -8 4- 0 180.0 1 6 -6 3-10 19c.0: 6 -3 3 -7 200.0 • 5 - 11 ,--- -5 210.3; 5 -8 3-3 220.C' 5 -5 _ 3 -2 230.0 •• 5 -2 3 -0 ;` - --. ►`fi►fJ�Ecit . 't 61CJ►`F - . ♦ � ��` ••[.�`,' ACTUAL SITJ 14� SPAN (L) (FT - ItO [l,L T-e.4L.crvvr MD DIU! s SEPARATIM F--` felt IIG.STALLATIl2�4S ((.�:. . •�. ��y�• t 313 y AW-G- t3RADG.. -': QNCI.IES ; ' V‘.C.I .aav1,.L► .:• MWDI1J?It SEPARATIDtf ± '. :. FDtZ 24S > .qty. GRADE > 313 G ADE - (II c ES) , 1.4 Nis BAR 404" r +..s . - S —. 7- -.. a-t /4.. :... a-3/s. . s.., L - t/3 8: - s a-1/4. .. 2 . t _ , ti - c-- - °H:k::__ .._43 * - • #••;<,2t/2• ., ,- SOa 5' -• 7 :. ' -f /4 -. .. 2• -3/8 ' I -1 /* - 8:• - S ." 2: 1/4 : 2:3/3 - ' L -3/4 - La - 6. ?CA. 3 2-7/8 60.0. a 5 7 A 2-1/4 • 2 -3/8 I -1/4 3 - 5 2-I /4 23/1 1 -7/8 10 -I ?I.A. 3 3 --.1 704 5 - 7 2-t/4 2 -3/8 1 -1/4 8 - 5 2-1/4 2 -3/8 2-1/4 9 - 9 N. A. 3 3 • EXISTING STRUCTURE not amass SCNEDILL Omit SEE ANCHOR O SOFFIT MOUNT DETAIL SCALE 3' SCREWS V/ 2' mat c. aa _ Or R TRUSS TTRU�SS RAFTER V 4-2G MA*04E sQr • L VINQtf t 6r4/4' QL VOQD tom'^.• -�- - a =.=•;z - - -..M • 2� Ca ST .; Am..;;AUILII -OUT:, jklqu w, .SECTION i e.� i�9►�7�•1� 4 r3 }- ; ..:'rr?',�. r'�%aa • 5 "�'� a - T.`_;l:'J .�,a :+4..':., t ANGLE MAY VARY CORNER DETAIL SCALE 1 3. ANGLE MAY VAJt7 114-2Q SS BOLTS 2 12' O.C. 'di WINQIU1S (TYP) ALT., CORNER DETAIL` ,J4 t . 3Q.TT 1. 12't c.c. v/ VD4Q4JTS crYP) 4# x 4' x .0763' CONT. 3105 -4414 it 4063 -T6 .4144D4I14 ALLAY OR UT wiz city. TTEE . At/f3; JC • _ • • ` `J4-e2 STUD ANGLE ASSEMBLY SCALE A L = CPTTGNAt. HANDLE LOCATE/4 3 t: 1/8•. HOLE FCR FASTQ4ING PANEL_ O I -v2' x 1-v2' AL. STUD ANGLE 1-v2• J4•? RAVL CxK -D4 V/ 7/8' xQ1. O43E4. 71 CIDC. 2 5' OTC. v4•,. SCALE : 1 - 1/2' = 1' 1/ 4-22 STUD V/ NUT ASSEMBLY MOUNT ALT. ; ASSEMBLY MOUNT SCALE L-L2' = 1'-+Y AP ^rr,O'ED AS COMPLYING Willi THE SOUTH FLORIDA BUILDING CODE OAT 3Y PRODUc1 DIViS1O1 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.QS - «0 Z .01 PIING HOLES 4 AD.:ACE?(T ?ANUS TD ROXIVE THIS ZLT. PLACZ: PANEL OVER EACH ADJACENT PANa.. AND FASTEN VDGUTS FRO/ T}1E NUDE -..STORM PANEL INTERIOR FASTENING DETAIL s¢ LJaA. r,F s ue '+{ .{�. • • SCALE, t - L -!/a- = ;II9z z o. tJ u >/ v -t vita br llti ALL ��'x64�' 1 � X l drowns 1L 95 -498 short 3of4 xy.t` :' ;, ..:., "S_ "7,i . -r ''� I e e „. , i- .. t .fl° �,,, 7 :tip (.� FASTENER SPACING-REOUIRED - 2 e • l'et • t. 41 A 7 • § 1.! 1.7 *•t3: .� 'iyy ?I' ..e . : "'Y �NC t7R. .SCHEDULE- x : Z'*d �' Si Y ..� .* F 'a ,- , r y j{�t sh'.4`-. :'f� ' (INCHES) ' w , r _ ._ :ems'• :r , .. FOR VARIOU DE SIGN LOADS _ ' z a w 0 X W N . ANCHOR TYPE . LOAD ( W) - - - :PSF . .. 2' EDGE DISTANCE ' '< 3' EDGE DISTANCE SPAN <L) ET. - `. SPAN (L) FT. . . L S 5 - 5'-7' < L L S 8 ' -5 ' 8' -5' C L L S IY-O' L S'-7' 5' -7' ( L L S 8' -5' 8' -5' C L L S 11'-4' CONCRETE 1/4'0 RAVL NAIL-IN V! 1 -3/8' MIN. EMBEDMENT v 17 6 6 6 3 6 >'<' ./. 72 < V Y S 136 5 6 3 4 3 3 6 � 4 - 8 3 5 W 1 23 V <230 4 5 - 3 / 4 6 � 4 3• V4.0 CALK -IN 6 1/4 -20 SIDEVALK BOLT <3/4'0 HEAD) V/ 7/8' MIN. EMBEDMENT tt 1(::) - V S 12.3 12.3 12.3 8 12.5 6,23 12.3 12.5 112,5 12.3 12.3 v < v S 156 12.5 6.23 8 4 8.25 3 12.5 12 10 - 3 3 4 156 < Y Y < 230 8 4 5 - � •/ ' 10 8 7 S 1/4'0 TAPCON V/ 1 -i/2' HIM. EMBEDMENT V < 72 12'3 12.5 IO 11 l 8 12.5 12.5 11 12 f 12 72 < V V < 156 7 7 4 g a// 7 11 5 7 5 3 3 _ / / � 1/4'0 ELCO 'HANGERMATE' V/ 1 -1/2' MIN. EMBEDMENT i +aas+,uunrN; V 1 72 11 11 10 / 11 11 1�� 12 5 / �' l 72 < V Y < 156 7 / � 4 _ 3 / l / 156 < V V< 230 a / 3 - g - 3 „21.,,,.../"..-- 6 HOLLOW BLOCK 1/4 RAVL NAIL-IN Y/ 1 -3/8' MIN. EMBEDMENT V< 72 6 6 4 6 3 6 6 6 5 5 72 < v V < 156 3 / 6 4 - � ' 4 6 - 6 V 1 < V V < 230 - 4 - _ - _ 6 - // 6.25 10 ----4 1/4'0 CALK -IN b 1/4 -20 SIDEWALK BOLT <3/4'0 HEAD) V/ 7/8' MIN. EMBEDMENT . Y < 72 10 10 7 5 5 12.5 8 + c. 12.5 - 1.5 72 < V V< 156 4 4 3 3 - _ 6 9 4 . 3 4 156 C V Y < 23 0 3 3 - - - - �• 4 6.23 � 1/4 TAPCON V/ 1-1/2' MIN. EMBEDMENT i+ss :+na+u+ ►:m; < 72 8 L1 3 7 a 5 9 12 !.0 4 8 6 Y < 136 3 4 / 7 4 3 V 1 230 < V Y< 3 - _ 5 3 / � ' - 1/4'0 ELCD 'HANGERMATE' Y/ 1 -1/2' MIN. EMBEDMENT i `r•�.�i: +� +;au+v ; V S 72 8 _ �� 11 1 l 72 < V Y< 156 3 - - _ - 7 5 �" - / 15b < V Y < 23 0 - - - - 5 3 �--" _ ----. (100M 1/4'0 VG= LAG V/ I -1/2' MIN. EMBEDMENT V 72 6 6 6 6 b 6 6 b 6 b b 6 72 < Y Y < 136 6 6 6 4 4 ? 6 6 4 3 156 < V v 1.1230 6 4 6 - 4 - b 4 6 - b .23 i b. 23 6.23 .. S/tb`0 BRASS VOOD BUSHING L V4 -20 SIDEVAUC BOLT 13/4'0 HEAD) V/ 1' MIN. EMBEDMENT ( `1,11 Y S 72 b.25 6.23 b.23 / 6.23 � 6.23 6.23 6.23 6.23 7 < V 6.25 4 3 _ .�' 6 3 l 3 156 < < 2 3 0 4mmi1 �� 4 3 "' t ` 1i' 1s, , ..... ANCHOR NOTESr' , f 1. MIND4UM EMBEDMENT AND' EDGE � DISTANCE EXCLUDE VALL FINISH OR STUCCO. STUD A FASTENERS SHALL BE LOCATED I N CENTER OF VOOD STUD. 3. ANCHORS VITH H MANUFACTURERS RECOMMENDATIONS LI4 VIm EMBEDMENT INDICATED ABOVE. SUITABLE FOR DIRECT MOUNT 2 6 - V4' CR 12 -V2' SPACING ONLY. SPACINGS NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. • APPRCVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT ' .._:; 14 BY /� /.. .► - PROCUC "'NTROL DIVIS;ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.9 a ' (0 -1 -,5: z 0 assesssaammi K1 11/loo %inyI 'echf' rdieets(ve Glass Technology I Center' C`Ort Yenta ,. -.a Thi appl for: Cody CQmpliaMi i Co nty' }lorf da under t ONTgOL NOTICE OF ACCEPTANCE ou i for Ptod u ct Approval of :k - eriet 4000 ,1 ittn mi Strrg/ilftrng W1Ndo under C aptet'.$ of`the Metropolitan Dade County Code governing the use of Alternate Materials and Types o>)sCor .§lructio,i, and conipletely in the plans, specifications and calculations as submitted by: Appticar tr (Fo listing, se? Aerial: 8 of this Notice of Acceptance.) ''hid ap shall note valid after the expiration date stated below. The Office.of Code Compliance rese the Ttghto s liis'product or material at anytime from a jobsite or manufacturer's plant for tialirye f iog.' or material fails to perform in the approved manner, the Code 4'4... ee.O(f a may,tev m oke, modify of suspend the use of such product of material immediately. The ( evaluate his product or Material should any amendments to the South Florida Building k ertavt`e affe phis product or material. The Building Code Compliance Office reserves the 1. I0 , 0114 this apptoval, if it is determined by the Building Code Compliance Office that this prod niatei-l fair to rneet the requirements of the South Florida Building Code. The expense of si ii tang will 4 ii erred by the manufacturer. METROPOLITAN DADE COUNTY, FLORIDA METRO•DADE FLAGLER BUILDING BUtlOtt.43 COO€ COMPLIANCE OFFICE SUITE 1603 METRO-DADE FLAGLER BUILDING 140 WEST FIAGLER STREET MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -8339 au ' od Iguez Product Control Supervisor RSIIEET, SEE ADDITIONAL PA GES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE approval has been reviewed by the Metropolitan Dade County Building ant and approved by the Building Code Committee to be used in Dade 4,tbrtditions; forth above, anger, Director Building Code Compliance Dept. Metropolitan Dade County geesSive GlasiTechnoiogy ACCEPTANCE No. : 94- 1031.03 APPROVED EXPIRES : October 31. 1998 NOTICE OF' ACCEPTANCE: SPECIFIC CONDITIONS 2 SEP 2 1 1995 D ESCRIPTiONOi! UNIT This 4pproves an aluminum single hung window designed to comply with the South Florida l' uildtng Code, 194,tdition for Dade County, for the locations where the pressure requirements, as e ►tennired.b ASCE4l 88 "Minimum Design Loads for Building and Others Structures ", do not exceed , d1 esIgti PteSsur`e`Rsting values in Section 7 and within the limitations contained in Section 3. ae tit I sIgttationt Series 4000'Aluminum Single Hung Window i%gr e;� `4'. � 11/8' , wide by 6-4" high x 2" deep ' onll$u tIor�i .O /X 1 '& $iie O(V'e tst One, 50 3/16" uy 38 1/8" high; one fixed light frame glazed at the top with a 1 /,' wide by 34'5/81. high. 'Kg 114'G' I :C ACTERISTICS i r'Mle [d S �t Stater "ialt Aluminum alloy 6063 -T5 and 6063 -T6. .1 .Gfaz ateia.I 3/16 annealed glass. 2.2.2 � CIazIr(g Method: Exterior glazed using a clear colored adhesive bedding compound and tOccarilittiiltiiii glazing bead. DayIfght Opening; dstrticttont ItiAdEXtruded aluminum solid, 1.570" face x 2" deep x 0.062" wall thickness, 0.457" te rn 'idlate g( irlg flange. ; 3 2"Jait) l (rtided'atuminum solid, 1.357" face x 2" deep x 0.050" wall thickness, 0.469" intert4dIate4l4i4 flange and two strew splines. 2.3.3 Slii1 Extrtidd aluminum "Z'' shape solid, .556" face x 2" deep x 0.050" wall thickness, 3" it teriail1I #angel with groove for weatherstrip. Sill has 3.8 degrees sloped outward. 2:3.t` Corr e 'r Coiisfructiont Corners are butt joined. All frame corners are secured with 2- :10 t3 / 4 P�SM S ash e (Vt1t) eatlitruittont edd;z>yXtr'uded hollow, 1.718" face x 0.750" deep x 0.062 wall thickness, with one screw � xtrtided U channel • 1.094" face x 0.926" deep x 0.050" wall thickness, with o69 flange 'td two grooves` weatherstrips. .1140.;I: I1& 1 x trtided U.type channel, 1.746" face x 0.926" deep x 0.060" wall thickness, with f art a'gt-oove rot Weatherstrip and one screw spline. 2.44: etti g gait' Extruded hollow, 1.489" face x 1.821" deep x 0.062" wall thickness, with one.469" fai$e with two strew splines on the fixed and one screw spline on the operable. / /.._.._ M. el Perez, P.E. Plans Product Control Division aminer 11 irbgressive Glass 'Technology ACCEPTANCE No.: 94- 1031,03 Ua S irg!e� double Single Single 2.66ardwa`re Qttaiitity Two Two NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS APPROVED : SEP 2 1 1995 EXPIRES : October 31. 1998 2.4.5: Corner Construction: Corners are butt joined. Top vent corners are secured with 1- 410 PH`$MS. Bottom vent Comers are secured with 1 - 48 x 3/4" PH SMS. Weather3trinlling' Description Pile with integral plastic fin Pile Vinyl bulb Vinyl bulb with a flap Description Spring and pulley balances Metallic cam lock -2a- Location Fixed meeting rail Vent jamb rails Vent sill. Vent bottom rail. Location One per frame jamb At vent top rail, one at 10 5/8" from each end, locking into extruded groove in he fixed meeting rail. 2. VVeephotest e U oHty Description Location Two 2.$ Muntinit Atone i» Reintorcemitentt None 2, 110 ealan $c'I ds Frame head and sill sealed with clear colored sealant. One 1" by 1 1/2" open cell foam Pad at bottom of each jamb rail or vent. 2 .11 Addittilnit i e cri ptiknt Flange type frame. Unit tested with 1 1 1/16" high overall interior sill 1 3/8" weep notch at each end of sill screen retainer This "approval applies td single unit applications only, as shown in Section 10, TYPICAL I I EV TIDN `.Units with dirrt 6nsequal or smaller than those shown in Section 10 shall qualify under this approval. r y 3 For Design =Pre3ture Rating, see Section 7, TESTS PERFORMED. M. - 1 Perez, P.E. Plan; Examiner 11 Product Control Division progressive Glass Technology. -2b- ACCEPTANCE No.: 94- 1031.03 APPROVED : SEP 2 1 1995 EXPIRES : October 31. 1993 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS NSTALLAT(O t: S crews and MethQd.of Attachment: #1d a1�1 /2" F1-t \DVS located at a maximum of 6" from corners and 20" o.c. apart. #10`):11:2 FHWS located at a maximum of 6" from corners and 20" o.c. apart. PHWS located at a maximum of 6" from corners and 16" o.c. apart. Vat Please` ee noto` #1:a 4.2' Attachnieht o6sub bucks shall be designed by the Architect or Engineer of Record, and must be in cornpllarice with the South Florida Building Code. For retrofitinstaliations where the existing buck is less than the required 2" nominal; use concrete sc ews (nta3ori y ditOidt) i nstead of the fasteners above, the same amount and diameter and an ap'ropriato length tai go ?through the buck and penetrate at least 1 1/4" into the masonry structure. a3t0 era ust 1tav .Iheit of n Notice of Acceptance and must be made of stainless steel or have irat pcotttbrairis corrosion, per 011\150018. Aluminum contacting metals not considered t ratlblo` s 11 ba pro erl Yprotected.- � P � NTIIF(CATION: a beat a permanent Zabel with the manufacturer's name or logo, city, state and following staternert "Dade County Product Control Approved ". VS :Applicatiori for building permit shall be accompanied by two copies of the following: 6.1.1 This ;Notice of Acceptance 6.1 2 Corriple eiy dimensioned drawing showing size and location, including height above gra ofopeiilrig for ce1v window, mean roof height, length and width of building. 6.1.3 4 Marlufactfiirer installation instructions. d A copy orthis approval as well as the manufacturer's installation instructions shall be provided to the permit b y the rnartufacturer or his distributors and shall be available for inspections at the jobsite. all times 6, Vitt I3ulldiAg Offic {at shall ensure the adequacy of the window to meet the pressure requirement of th o enhig irt,whlch it i3 to be installed, NoteiThi Iristailat(ort of this unit will require a hurricane protective system. 11111 MaAuei- Perez, P.E. Plan /Examiner 1I Product Control Division TEST TEST LOAD DESIGN LOAD A.I,R INI ILTRATION (;a 1.57 PSF A E183'(<0.15 CFM/FT') Per PA 202 -94 0.26 CFM/FT' WATER RESISTANCE (PSF) ASTM L541/E331 Pet 202 -94 8.30 PSF +55.33 PSF tiNIFORM STATIC AIR PRESSURE TEST S8CPA 20294 .POSITIVE +92.7 PSF +61.8 PSF UNI FOaM sTATIC';AIR PRESSURE TEST $ C P 2Q2'•94 s NEGATIVE -92.7 PSF -61.8 PSF P CED -E TRY ,RESISTANCE SISTANCE (FER) AA 1 02 '16 FTL -1139 P stgdt PreSstre 1 atirng (Positive) +55.33 PSF D s i ri$$',i atirig (Negative) -61.80 PSF progressive Glass Technology ACCEPTANCE No. : 94- 1031,03 sTS P)JRFORMMED: APPROVED EXPIRES : October 31. 1998 NOTICE OF ACCEPTANCE; SPECIFIC CONDITIONS RESULTS: ' iiiENCE StBM1TTED T'es Y 3. • tP 8.1.1 testreports on 1) Air Infiltration Test, per PA 202 -94. 2) Uniform Static Air Pressure Test, Loading per PA 202 -94. 3) Water Resistance Test, per PA 202-94. 4) Forced Entry Resistance Test, per AAMA 1302.5 - 76 and PA 202-94. :Along 1+vitlt an installation diagram of an aluminum window prepared by Fenestration Testing Laboratory,- Inc`,. report No. FTL - 1139 dated March 27, 1995 (Re issued 5 18 - 95) signed and seated by Yarrtil G. Kuri, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings and sections. $.2.2 tkssembly drawing of tested unit, Series 4000, Sheet 1 of 1. Catcutatlorts; :F 8.3,1 >`•Corriparative analysis prepared, signed, sealed, and dated 6 - 2 - 95 by Farrokh Rasekhy, P.E. r Vinyl TechUP.O:T. Products. - 2c SO 21 1995 J .-J V V Mar el Perez, P.E. Plan xaminer 11 Product Control Division 3 f 100 00 a Pr4gtossive Glass Technology. ACCEPTANCE No. : 94- 1031.03 NOTICE OF ACCEPTANCE: MPARATIV1 ANALYSIS vterl,tsd.?.dt. SH -4000 ' :00 oS a 14 16.104 I ' 1 I 1 1 I 1 1 1 i 10 00 0000 1.0 -o$ 12d fro 00 40 00 0 00 14117: Sad pci,i4 tSah.6&t61Pn uA Werp L r4 '4 QOn1 Pt .i .6 PRtl1,06 11.000 3 000 40 000 .e•• • %a ;dr% la inches 2d APPROVED EXPIRES : October 31. 1998 SPECIFIC CONDITIONS 000 SiP 2 1 1995 •6000 1) Product Control Division Qf1 tO. M.111 Rafnarooa it deal and co r0..lr' ++aryl .. rctle-rnal owo•d W e.ufred lry Florida retdca'd anima" Ad ipa d; .mot. clam calculations sot p. Otde Carry Ponnulai ad rp'cl(KNors. • Wear ----1d 000 — — 0-- 50. —4— '6.000 - Utah Now: raid.' Do'pr Presi.' MAST NOT tamed .aa lint. E;;4 cries Applicable OAT to Vfery1 Tech/ O.T. Products Pet rTLa1131 Ma Perez, P.E. Pk is Examiner 11 Progressive Glass Technology ACCEPTANCE No. : 94- 1031.03 10. TYPICAL ELEVATION APPROVED : SEP 2 1 1995 EXPIRES : October 31. 1993 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS -?e- Mar . -1 Perez, P.E. PI . '_xaminer II Product Control Division Progressive Glass Technology ACCEPTANCE No.: 94 -I ' APPROVED - 111 4- 7 - 1 EXPIRES : October 31. 1993 NOTICE OF ACCEPTANCE STANDARD CONDITIONS l . Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents. are no older than eight (3) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance, 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes: b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder hai not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termuiation.of this Acceptance, unless prior written approval has been requested (through the filing of a revision application appropriate fee) and granted by this office. 5. Any of the following Shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this produce or process; b) Misuse of this Acceptance as an endorsement of any product, for sales. advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in Rs entirety. 7. A copy of this Acceptance as well as approved drawings and other documents. where it applies. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(e) and this last page 3. Petits 10411 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing Or fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall he'll tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval Cdr sites of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. END OF THIS ACCEPTANCE 3 Man I Perez, P.E. PlansJaminer 11 Product Control Division =.M RWAb t tT OL NOTICE OF ACCEPTANCE dgt'es31y4 Gass Technology oaf III, 34292 METROPOLITAN DADE COUNTY, FLORIDA METRO•DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADt FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 (305) 375.2901 FAX (305) 3752908 PRODUCT CONTROL SECTION (305) 375.2902 FAX (305) 372 -6339 � 3= Out, applicatiorirpot Product Approval of etles 04:0:1: ltrr tt F hr ed. JYhidow ti r det', Ci apter of t. 4 ettopoiitart Dade County Code governing the use of Alternate Materials and ypeot'Consfttttptlori, and"completely described in the plans, specifications and calculations as submitted by: pplka t; , ae f {« tt i t � fee,S'ec 8 of i/,ls Notice ofAcceptance. L j4 appcov Al; i4; '4 te valid a ftet the eitpiratiort'date stated below. The Office of Code Compliance res the tight o go this product or ttlacecda1 at` anytin e from a jobsite of manufacturer's plant for quality ntc tai ri $i 1't product or m at¢r of f`alls to perform in the approved manner, the Code C ( ` L� may re or suspend the use of such product of material immediately. The applicarnt re-4valuat4 t i t s product or material should any ammendments to the South Florida Building Code be enactedaftfecting tj is pro duct or material. The Building Code Compliance Office reserves the is ri ght to revot ' this approval, if it is determined by the Building Code Compliance Office that this rodU t OIL r rfater;al falls to meet the requirements of the South Florida Building Code. The expense of such t sing will incurred by the manufacturer. au Rod ' Iguez Product Control Supervisor g ADDITI.ONAfiPAGES FOR SPECIFIC AND GENERAL NDITIONS , i ILDIN O COI ,CcMMITTEE plicatiort fo p ro d tuctt ,A pp cov3t,hagbeeil ' revlewed by the Metropolitan Dade County Building. d 1p liarile Departnieht and approved by the Building Code Committee to be used in Dade oridd under ifxrc set forth above. 1 ..n ti nger, •. r Jib Director Building Code Compliance Dept. Metropolitan Dade County ACCEPTANCE No.: 94- 1031.02 APPROVED s OEC 2 8 1995 EXPIRES OCT 3 1 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS OF UNIT t'd Vit an` aluminum fixed window designed to comply with South Florida Building t!on ibr Dade County, for tho locations where the pressure requirements, as determined C1 1.8 1410intum Design Loatht'ot Buildings and Other Structures'', do riot exceed the Design ssur0 values in Section y and within the limitations contained in Section 3. r od I esfgrlaHart Sales 606O5Aluminum Fixed Window erajl S,1 Cc' 0" twide,by 5' 0" hfgh by 2'' deep C onilgur'4ijortia "0 >~ . . tie • V ent3�� 0116, w a clear open of 117 1/4" wide by 57 5/16" high. AfACTERISTICS a(er1a Constructiont Aluminum alloy 6063 -T5. azirtg Material 3/16" tempered glass. Method Interior glazed using a clear colored adhesive bedding rtd and;extruded aluminunil glazing bead with foam between glass and bead. ieadseciired with #10 X 2" installation screws. 2'.2.3 °,1�'a Oyenin 117 1/4" wide by 57 5/16" high. P`r` jthe'Coif trire Con sist of leg height ;, exterior and .844" overall interior face by 2" d � i1" 0 '`swalt th ckn ess aluriii extrusion. d a3 tea dints, , Aline corners secured with 2 - #10 x 3/4" pan M anuel Perez, P.E. Plans Examinerll Product Control Division 4 , :0 .. TEST` : ' TEST LOAD DESIGN LOAD AIR I `ATION 1.51 PSF S PA 2024 ( <0.1 CFM /FT') 0.02 CFM/FT uNietbi0.4, STATIC DESIGN LOADS SF8C Pk2O2- 4 POSITIVE x +110.0 PSF +110.0 PSF UNMFORM,S3`A'ICDESION LOADS SFI C .IA,2O2. 4 EGATIVE -110.0 PSF -110.0 PSF WA�{T I .ES Q S [rl C� IAA 2b21 4 AN (PSI) ' . s . f 15.0 PSF +100.0 PSF ` UIIEO1tM STATIC AIR P RESSUaE TEST C P $ I B 294 0 06' SiTI +163.0 PSF +1 10.0 PSF STA1' AIRl?I'. S$ URE TEST S FI3G I 262 9 I4E6 V1 .165.0 PSF -110.0 PSF F(RCEUNIN4 I , 1, TRV R. SISTA C U �FE � �1 R) ' N ot R Desfg > etiSitite Virg OM* e) .' a +100.0 PSF D4slgri P`reftur8 R406" .,galive) • 110.0 PSF roe Doi r i il y ` t a tl y ng, e Comp ttive Analysis results in Chart in Section 9 ol'this Notl,cd dl'i4cc4 jtgdce. xx.. �.f rogieisiv0Jasi Technolog,X ACCEPTANCE No. : 94-1031.02 , APPROVED : DEC 2 8 1995 EXPIRES OCT 3 1 1998 idatjoit for building permit shall be accompanied by two copies of the following: d.1 Th is i1otice of Acceptance F oxipletely dimensioned drawing showing size and location, including height above ofopening to receive window, mean roof height, length and width of building. .Manut'actuer's installatlorinstructions. `A copy ofthis approval as well as the manufacturer's installation instructions shall be provided to the Orrnit applicant' by the manufacturer or his distributors and shall be available for inspections at the ' obsite at all "tunes. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 0 installation of this unit Will require a hurricane protective system. El) ,r RESULTS •2b anuel Perez, P.E. Plans Examiner II Product Control Division trmattlyArtiasilitilitaux NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Additi4rill Description Frame corners and installation screws sealed with aluminum sealant. MITATfONS is approval applies to single unit applications only, as shown on Section 10. rifts with dimensions smaller than those shown on Section 1.3 shall qualify under this approval. 4. INSTALLk PION: 4,1 Screws 2rn.d Method of Attachment , Single ; tow #10 x 1 1/21 flathead wood screws, 6" from corners and 12" o.c. apart. Ie fOW #10 x 1 1/2 '! flat head wood screws, 6" from corners and 12" o.c. apart. Ingle row #10 x 1 1/2" flat head wood screws, 6" from corners and 12 1/2" o.c. P er. e ` PJ tato`tee note #11. P1gQ,1, Attaehri A:44 of sub•bucks shall be designed by the Architect of Engineer of Records and must be in pliancevitf the South Florida Building Code, Fdt'r I i`stalrati43n3 where the existing. buck is less than the required 2" noininal; use concrete o tr�steadkof h t a bove theani aniotunt and diameter and art appropriate length to go u$ the buc Arid pe iet at 1e st,1 1/4 into the' Masottry structure. F mist ta ve`t teir 0�vn Notike;,ot Acceptance and must be made of stainless steel or have equ ,t protector ag ainst e orroslon, per DIN 50018. Aluminum contacting metals not considered mpatt te,sha b pt perty protected. erin rient label.with the manufacturer's name or logo, city, state and e Courity`Product`Control Approved ". ACCEPTANCE No. : 94- 1031.02 APPROVED : OEC 2 8 1995 EXPIRES : OCT 3 1 1998 anuel Perez, P.E. Plans Examiner II Product Control Division YI13 NC asufMrrTED • . Tesls : 3.L1 t • Ail Technology ACCEPTANCE No. : 94- 1031.02 • NOTICE OF ACCEPTANCE.. .SPECIFIC CONDITIONS Test reports on 1) Air Infiltration Test, per PA 202 -94. • 2) Water Resistance Test, per PA 202 -94. 3) Uniform Static Air Pressure Test, Loading per PA 202 -94. along with an installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc. Report No FTL -1141, dated April 25, 199$ (Reissued 3. 18.93), and signed and sealed by Mr. Yamil Kuri, P.E. onufactuter's die drawingt and sections. sserhblydrawing of tested unit, Series 6000, Sheet 1 of 1. tlonst niparattve analysis prepared, signed, and sealed on September 8, 1995 by Farrokh -2c APPROVED ; OEC 2 8 1995 EXPIRES OCT 3 1 1998 anuel Perez, P.E.Plans Examiner 1I Product Control Division 0 00 I :Al 01 I10 W 110 'u IN 1u vv . W 0 Su W .0W 30 :0 W 10 u0 � .e91 r«Itir..13 is :1 :. Proeessi a (Vast Technolow: ACCEPTANCE No. : 94. 1031.02 9. OMPA ANALYSIS: Ices .. ♦ V0,0466 ipi..1.1 Nl ::l.t f1 t 1t.1 h i wptt Nl eLai. t, r. -0 60 060 • t• TAN P IFI • N I ITI F -6000 )2 01,0 Whhle is tot bet ILrr 1 •7d. 11 000 APPROVED : DEC 2 8 1995 EXPIRES : 'Oa 3 1 1998 96 0110 1 16,11 hid *1 I• l6 (cn.p .. 1111111. 161 UVO I :u WO anuel Perez, P.E. Plans Examiner II Product Control Division KcletcnaeJ k,l JJ■ owl aun.pr.t..t J11d1,1. SJ. Ic. c..fJ, Jppr..eJ J.J ■cndlcJ by J 11.0.1a 1cp,1r1rJ 0 -1urc1 1119 v1m 1 ,cut. ah ✓l All . A OA... J.t Ice Il.p it 1 VVIn. (V1111VIy JI.J .IKs 11.r JI.YI.. N.N. r.., d.,e 14vo rlt,,.,.t 111111 tit 1 t .■cIJ *Jlcl (u.t nluccpuI0 Arpin. Alt • A ()NI Y W Vm11 — I /� 9� (t,ldp1i1 IY,.Ju.1, Fartokh A? ekht, Structural f1es,gn, tnc. 12920 SW 122 Ave. Miami. FL 31168 K./ 1 11 1110 9grett. WWats 1 edtitolog' NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS PLCAL. ELEVAT ON: •2e- ACCEPTANCE No. :. 9 4103 1,02 APPROVED : DEC 2 8 1995 EXPIRES OCT 3 1 1998 Manuel Perez, P.E. Plans Examiner 11 Product Control Division Probressh'e Glas1echnolQgl: -2T- ACCEPTANCE No. : 94- 1031.02 APPROVED DEC 2 8 1995 EXPIRES :. OCT 3 1 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 10. TYPICAL CROSS SECTIONS: HORIZONTAL SECTION • Manuel Pcrcz, I'.E. Plans Examiner 11 Product Control Division Pro$ressive Gtass Yethnotogy ACCEPTANCE NO.: 95- 1031,42 EXPIRES NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal ofthli Acceptance (approval) shall be considered after a renewal application has been tiled and the original submttt A ed' documentation, including test supporting data, engineering documents, are no older than eight (8) years. A riy an all apptoved products shall be permanently labeled with the manufacturer's name, city, state, and the following stater eni: "Dade County Product Control Approved ', or as specifically stated in the specific conditions of chi! Aeciptat;e. ' 3. Renewals ofAtceptance will not be considered if: ' '' a) The hat been a change irtthe South Florida Building Code affecting the evaluation of this product and the product it in compliance with the code changes; 4b)Tlte product it no Idriger the s product (identical) as the one originally approved; ) lf tfie'deteptance holder has'ifot Complied with all the requirements of this acceptance, including the corre installation of the product : :" ) Thdengineer who orlgir ally prepared, signed and sealed the required documentation initially submitted . is nO lOrtgerpracticing the engineering profession. APPROVED : OEC 2 8 1995 OCT 3 1 1998 Any revision of thae in the materials, use, and/or manufacture of the product or process shall automatically be cause forlemiihatioii ofthis Acceptance, unless prior written approval has been requested (through the filing of a revision al3plicatfon,ivit(i appropriate fee) and granted by this office. 6 troIIos'ving shall also be grou ds for removal of this Acceptance: � ) Unsatisfactory performance of this product or process: • b) Misuse df this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. e: Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date n5a be displayed hi advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done hi its enttrety COO o thts A CCeptanc0 as well as approved drawings and other documents, where it applies, shall be provided to the uset bythi rtlanu('aeturef of its distributors and shall be available for inspection at the job site at all times. The c opies need iiot 6 tf3tai(ie "by the engineer. r l ;a td'cdrttpIy ivith ariy section of this Acceptance shall be cause for termination and removal of Acceptance. This' Acceptance Contains pages I, 2. 2(a) through 2(1) and this last page 3. 1 ,.0e 12 listed below only apply to glazed products U nless specjile ily fnditated id the Acceptance (approval), this unit is approved as a single unit installation. For multiple Installation of this `unit, a separate Acceptance for mullions is required from the Product Control Section. y k , of Spacing`b of fastin frt at'veirdow sills Shal be as tested. The spacing of fasteners in all other parts of the frame, shall a .tested, but i4 i6 c aie shall exited 14" on tentett. The first fastener shall be located at a maximum of 6" from each corer and niuillor o1 sellee Fastener shall fully penetrate the buck, which shall be the same size as the one tested with try u lt, o ;woOdOtplastle`shfelds or pins shall be used for anchoring. See section four (4) of this approval for sizes of s u ed lr te$tin oiwi and doors shall conform to Security and Forced Entry Preve .n C j p - 6 of he South - END OF THIS ACCEPTANCE .3. anuel Perez, P.E. Plans amincr 11 Product Control Divthon PROD J'G ' COi'4TI20L NOTICE OF ACCEPTANCE `' iriy 1 h/Piedgreitive Glass Techno logy 151 Center Court ttenicc FL 34292 Your application for Product Approval of: PG7' A /luhinttm Tribe.1Wttlllons for If/litddws under G hapterrs $ of the Metropolitan Dade County Code governing the use of Alternate Materials and Types ofConstrUCtfori and completely described in the plans, specifications and calculations as submitted by: ifpplfcdn4 atotg with Draining No. 41195 -O2, Sheers 1 flan 3 of 3. (For listing, see Section "of tlti. iY(#ko of Acceplonee) Thi approval shall not'be l alid after the expiration date stated below. The Office of Code Compliance reserve right >�os`ecute "this product or material at anytime from a jobsite or manufacturer's lant for vitalit o nt rol tee tirtg, i if this product or material fails to perforni in the approved manner, the Code Comp ltanc '011ie r lay revo modif y,`or Upend the use of such product or material immediately. The CO4 appltcari shallyt valuatethis product or material should any arnmendrnents to the South Florida Building bex'e4acted affe this product or material. x The Building Code Compliance Office reserves the the righted to olter this approval, if it is determined by the Building Code Compliance Office that this product dr materihl faits to meet the requirements of the South Florida Building Code, The expense of suer' testing will be incurred by the manufacturer. 3.0 au 1 od Iguez Product Control Supervisor T41: IS tilt, CY t S� 8T+ SEE kQW ftONAL PAGES FOR SPECIFIC AND GENERAL ... ,., CONDITIONS BUILDING CODE COMMITTEE a f ppIf 111'§ [ eatiorfi fob PtOdtict � yval hat beettcevleWed by the Metropolitan Dade County Building C l Cor Rance l tpart ient Apr and a by the B tilding Code Committee to be used in Dade County!• Ororicid int det tho condittong set forih`ab METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 13 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1583 (305) 375-2901 FAX (305) 375.2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372.8339 Director Building Code Compliance Dept. Metropolitan Dade County ingreitiveGkis Technology ACCEPTANCE No.: __.__9j -0515 0 APPROVED : DEC 2 8 1995 EXPIRES DEC 2 8 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.I Thie approves a structural mullion system for the windows specified below, designed to comply With the South.Florida Building Code, 1994 Edition for Dade County, for the locations where the p retstire requirement, as determine by ASCE 7.88 "Minimum Design Loads for Buildings and ) thO Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the mit2itio,is contained in Section .3. lQdp� i3eslgn:lltor PGT Aluminum Tube Mullions. To be used to support only Windows and deri'%rith a current Notice of A ATEI tAL CIIAI ACTERJSTICS rhdStr"uctural mullion consists Of an extruded aluminum rectangular tube of 1/8" wall thickness. Tine dimensions are: l" x 2" and'!" x 4" aterial is aluminum alloy 6063 -T5. T he prbpertles of the head, jamb or sill members are not added to the properties of the mullion. Tested specimen: 2.2.1 A top- and - bottom and side -by -side configuration, consisting of one 111" wide x 37" Fixed Glatt Picture \Vindow unit over three 37" wide x 76" high Fixed Glass Picture Window units r�ul!ed tOget using l" x 2" alum. tube mullions with and without steel reinforcement. vetafl diniensi0ns, 9' 3 -1/4" wide x 9' 5 -1/4" long overall. (FTL -1161) 1. :A top- and - bottom and side -by -side configuration, consisting of one 111'' wide x 37" Fixed * laSS Picture Window unit over the 37" wide x 50 -5/8" high Fixed Glass Picture Window units nuIJe ogetltet. a 1" x 4" horizontal and 1" x 2" verticals alum. tube mullions, with and vitlt a steel teiiiforcement. '1 vet 1t dtniehsioiis: 9" 3 - 1/4" wide x 7' 3.3/4" long overall. FTL-1164) piies to' Structutai mullions to be installed vertically or horizontally, as shown in to he tt ed $ to support Windows and Doors, with a current ti mui1io4 spaii (length) shall be: 60" max. for Type 13 (1" x2 ") Notice mullion. cceptance. , :9 3/4 ". max. for Type D (1" x 4 ") rnullion. ng ?re MUllior length see '' luI11on Load Charts" for each mullion size Type rttuli kaii., ype (1'":x ') rtitillidrf on Sheet I of 3, Drawing No. M95 - 02, bearing the Dade punt y Product Controt,a stanip. R '# . t erlChorfnngc60cdrtio see ' Anchor Load Chart" for each anchor type (A, B or C) on Sheet 3 of 3, 1'44 g No. M95 -O2 bearirt$'the Dade County Product Control approval stamp. 1�lanuel Perez, P.E. Plans•Examiner II Product Control Division Progressive Glass Technology - 2a - ACCEPTANCE No.: 95-0515.03 APPROVED DEC 2 8 1995 EXPIRES :. DEC 2 8 1998 3.6 Both intilliott (tizd and span), as well as anchor (type) selected design pressure rating, per load charts, . niilt(nleet � exceed the pressure requitement for the opening in which it is to be installed. • 3,1 Windokiisitei and design pressures are to be limited to those appearing on Charts referenced above and lisfed in their individual Notices of Acceptance. 4: INSTALLATION: . 4.1 Vertital or 1 Applications; 4.11 "1' Type Anchor (Used on Mullion to Existing Structure Installations) One 2" x 2" x 1/8" x 2 5/8" long X 1-3/4" wide (for 1" x 2" tube) or 3-3/4' wide (for 1" x 4" tube) aturninutrit-shape clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 2 clip angles) with U legs, using four #10 FHSMS, two on each side for 1" x 2" tube, OR utIng five #10 FHSMS, three one side and two the other side for 1" x 4" tube; and the flat leg anchored to a 2x wood buck Using two #10 FHSMS (for 1" x 2" tube), three #10 FHSMS (for . , I' x 4" tube) x 1 1/2" min. em be,d and spaced 2" apart minimum; or with two (for 1" x 2" tube), three (for I' x 4" tube), 3/16' x f ' Tapcon directly into masonry with a minimum embedment of 1 1/2', ai shown on $ectionAnthor Type "A", D r awing No. M95-02, Sheet 3 of 3, bearing the Da County Product Control approval stamp. • .1. 2 , -"0" - TyPei Artchot (Usecl Ott Mullion to Mullion Installations) , 61'162' x 5/8" X x 1/8" x 1-3/4" long (for 1" x 2" tube) or 3-3/4" long (for 1" x 4" tube) alumintim U-shape clip angles (one on each interior side of the tube) secured at each end of the tif°'llion (totaling 2 clip angles) with U legs, using four #10 x 3/4" FHSMS, two on each side for 1" 2.1106, OkuAing live #10 x 3/#!PliSMS three one side and two the other side for 1" x 4' tube; thei:114C1c to an altirriliiilril Moss member using two 410 x 3/4" PHSMS (for 1" x 2" '''' ' O Mit iiltri(3/4 FAS1148 (eot I ! x 4" tube), as shown on Section "Anchor Type "B", rilg tqd m91 Shett i of j bearing the Dade County Product Control approya stam p. 4.2 ior anchaftngie04:eriienis ofeach window Installation, please see Section 4 of each win ow s indiVidual NOtit(10f ' ,,d, 4 1 ) tailce. 4,3 Attachment Of i.ii134ttcici shall be deSigned by the Architect of Engineer of Records and must be in ' ' 'Wtti(tif "SOtith Florida Building Code. . ' thil ' e: ' * I/ N ti 6 fAtceptance and must be ma 4.4 aitedei3;i4i0 j)Wrt , 0 C 0 . e a t i a n i l s ess steel or have coin,:,p;:t‘,,,ib,li:4:_sli',t:ealt46yin:i t: p () , t ri o 0 , : c lini, .petv DIN 50018. Aluminum contac actelt!ate t° '' - * 'A ..' ' t ted ' . not considered ' ' -:. , ^ '',. 15. ''' ' . i,e t ' f i'• ' 'V; ,: , tt ' Each militia shall beit,a ptnrianent label with the manufacturer's name or logo, city, state and l statenienit;tildt 'ounty Produot Control Approved''. , . Manuel Perez, P.E. Plaiii Examiner 11 Product Control Division Progressive GiaaTcchnolog ACCEPTANCE No.: 95 -4515 43 APPROVED : DEC 2 8 1995 EXPIRES : DEC 2 8 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS b. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance, with mullion and anchor options indicated. 6.1.2 The Notice of Acceptance of each window or door attached to mullion. 6.1.3 Completely dimensioned drawing showing size and location, including height above grade ofopenings;to receive mullion & windows or doors, mean roof height, length and width of building. 6.1.4 Math facturer's installation instructions. A copy of thit approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at'aI1 titzie.: 6.3 The Building Official shall ensure the adequacy of mullion and windows to meet the pressure requirernettt Of the opening in which it is to be installed. 6.4 Note This mulilort can be installed as part of an impact resistant unit. •2b anuel Perez, P.E. Plans 11 Product Control Division ,dgressiv lass Technol4gx ACCEPTANCE No.: 95.0515 03 NOTICED. F' ACCEPTANCE: SPECIFIC CONDITIONS a T]ST$ PERFORMED •2c- RESUL APPROVED : DEC 2 8 1995 EXPIRES : . DEC 2 8 1998 anuel Perez, P.E. Plans,Examiner 11 Product Control Division TEST •• TEST LOADS DESIGN LOADS tIIOR1N STATIC PRESSURE At DESIGN LOADS SFBC' PA 2 '0-.04 POSITIVr ( VERTICAL MULLION) +50.0 PSF FTL -116I +50.0 PSF FTL• 1161 UNIFORM StATIC PRESSURE AT DESIGN LOADS $I� $C• :IPA 2 Q �0 NEiATIV1i (VERTICAL MULLION) -50.0 PSF FTL• 1161 -50.0 PSF FTL• 1161 04'0RM S 1'AT1C PRES 'AT 0 SIGN LOADS SF,14PA 20194LisOSITIVB , . (HORl2O MULLION) +30.0 PSF FTL• 1 161 +30.0 PSF FTL• 1 161 UNItORM StATIC PRtSSU4 At DESIGN LOADS S I 13Ci 262.41 NEaATIVg , (HORIZONTAL MULLION) -30.0 PSF ; FTL•I 161 -30.0 PSF FTL•I 161 LARGR MIS$I1,11 IME ACt TEST'. ) FBC r M 201,- *41`(10 SPAN) SATISFACTORY FTL -1161 :'c WMt, P tE$SU t$ r'ESr . F'8f i A 2O3 94 '16 S0AN) SITIVE (4500 cycles) +60.0 PSF FTL• 1 161 +60.0 PSF FTL• 1161 CYCiic WEND P1 ESSURE TEST Sf; BO OA 2011.94 ( 70" SPAN) NEGATIVE (4500 cycles) -60.0 PSF FTL -1161 -60.0 PSF FTL• i l b l t1 IlFORM SI PRESSURE AT DESIGN LOADS SFICP'A 201.94` `POSITIVE (VERTICAL MULLION) +60.0 PSF FTL•1164 +60.0 PSF FTL•1164 *NM S#`ATIC PRESSURE AT DESIGN LOADS )FBC PA 26 -94 NEo8five (VERTICAL MULLION) 60.0 PSF FTL•1164 -60.0 PSF FTL•1164 UNI FORM StATtC PRESSURE AT DESIGN LOADS S Et O. POSITIVE (HORIZONTAL MULLION) ■ +50.0 PSF FTL•1164 +50.0 PSF FTL•I164 UNIFORtM t1- PRESSU1. :- At DESIGN LOADS SF'I3C MA 201,94 N (UOA ZOiV tAU i� ULt.10N) -50.0 PSF FTL -1164 -50.0 PSF FTL• 1 164 ‘A MiSSIL1 IMP ACT Tt T`, 6 SFi3C - PA 201.94 ('ffi0 $PA }J} . SATISFACTORY FTL• 1 164 ' WIND PRES$t1RB tPST . a �. L � . SF110 OA 2O394 t10' $P,QN) POSITIVE moo c +60.0 PSF FTL• 1164 +60.0 PSF FTL• 1164 'YCLid,vil 1 O ptttt$SUR$ test •. = : F$ PA G 20 -94 (10 "SPANS' Nt dATIVE ` (4500 cycles) 1 -60.0 PSF FTL• 1164 -60.0 PSF FTL• 116( This is a ' v efiii4At10 i test ot Pot Design Pressure Rating vg. Mullion length, see "Mullion Load ot) and for Design PrEssur4 RAting vs. Anchor type, see "Anchor Load Charts" on Sheet 3 '; 9S' O1t the Dade County Product Control approval stamp. Charts" on Sheet 1 of 3, of Drawing No. ,dgressiv lass Technol4gx ACCEPTANCE No.: 95.0515 03 NOTICED. F' ACCEPTANCE: SPECIFIC CONDITIONS a T]ST$ PERFORMED •2c- RESUL APPROVED : DEC 2 8 1995 EXPIRES : . DEC 2 8 1998 anuel Perez, P.E. Plans,Examiner 11 Product Control Division NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8, EVIDENCE SUBMITTED 8.1 . _ Tests 8.1.1 Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 2) Large Missile Impact Test, per PA 20b94 3) Cyclic Wind Pressure Test, per PA 203 -94 along with installation diagram of top -and- bottom and side -by -side configuration, consisting of o0,111" wide x 1'i fixed Grass Picture Window unit over three 37" wide x 76" high Fixed Glass Picture.Wirldo v' ).inits mulled using 1 x 2" alum. tube mullions with and without steel reii fo`rt'eriiedt, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1161, dated APtlf 17, 1995, signed and sealed by Varna Gerardo Kuri, P.E. 8.1.2 Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 2) Large Missile Impact Test, per PA 201 -94 3) Cyclic Wind Pressure Test, per PA 203 -94 along with installation diagram of a top - and - bottom and side -by -side configuration, consisting of orle •1 1 1" wide x 37" Fixed (31ass Picture Window unit over three 37" wide x 50 -5/8" high Fixed blast, picture Window units mulled together using a 1" x 4" horizontal and 1" x 2" verticals alum. t ube with and without steel reinforcement, prepared by Fenestration Testing Laboratory, Ind:, Test Report No. FTL -1164, dated April 25, 1995, signed and sealed by Yamil Gerardo Kuri, P.g. 8.2 Drawing: 8.2.1 Drawing No. M95-02 POT, "Mullion Details " Sheet 1 thru 3 of 3, prepared by PGT, dated 12/8 /95, sfgiie'd and sealed by Fartokh Rasekhi, P.E. 8.2.2 Manutheturer`s dle drawings' and sections. Calculations 8.3.11 S hitIlllon and anchorage calculations prepared by Farrokh Rasekhi, P.E. Structural >esigri, to4 dated 11/12/95, signed and sealed by Farrokh Rasekhi, P,E. 9. COMPARATI%'E ANI%LYSIS: See' 'Mullion Load Charts" on Drawing No. M95 -02, Sheet 1 of 3, and "An Load'Charti "ors Iiratving No. M95 -02, Sheet 3 of 3, both bearing the Dade County Product Control approval stamp, 10. TYt'fCAL MtJLLION SYSTEM CROSS SECTIONS: See Drawing No. M95 -02, Sheet 1 of 3 and for anchbring details, seer Drawing No. M95 -02, Sheet 3 of 3, both bearing the Dade County Product Control approval stamp ' Progressive Glass Technology ACCEPTANCE No.: 95- 0515.03 •2d• APPROVED : DEC 2 8 1995 EXPIRES : DEC 2 8 1998 anuel Perez, P.E. Plans Examiner II Product Control Division Progressive Glass TtchnotQg.X ACCEPTANCE No.: 95- 0515.03 APPROVED : DEC 2 8 1995 A EXPIRES : DEC 2 8 1998 NOTICE OFACCEPrANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered in a) There has been a change in the South Florida Building Code atTecting the evaluation of this product and the product Is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; correct c) Itthe Acceptance holder has not complied with all the requirements of this acceptance, including the installation of the product; submitted , is no d) The engineer who originally prepared, signed and seated the required documentation initially longer practicing the engineering profession. 4. Any revision or change in thc materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unlesaprtor written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds tor removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date '.' may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done Ire itt entire ty t ', 7, A copy o(thi! 4ereptance as well as apptp'ved drawings and other documents, where it applies, shall be provided to the user by the rtlanuf rt' of its distributors and shall be available for inspection at the job site at all times. The copies need dot be restated by th(togirneer. Section of this Acceptance shall be cause for termination and removal of Acceptance. This i cceptant tontain3 pages I, 2, 2(a) through 2(d) and this last page 3. Pettit 10.11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval) this unit is approved as a single unit installation. For multiple installation of dill unit, a separate Acceptance for mullions is required from the Product Control Section. 1. The sp?ting ot?astfner! at window silts shall be as tested. The spacing of fasteners in all other parts of the frame, id t o case shall exceed 24" on center. , shall be as testedi The first fastener shall be located at a maximum of 6" from each corner and mullfort ore e' stife fastener shall tuify penetrate the buck, which shall be the same size as the one tested with the unit. No wot;4 of plastia'shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fastener! u3ed ir1 testing, 12 Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, hapt 36 of the South Florida Building Code, END OF THIS ACCEPTANCE • 3 - Manuel Perez, P.E. Plans Examiner 11 Product Control Division H NOTES: ANCHORS TYPE A "; or or "C" (2) WINDOWS MULLED TOGETHER /10 FH SMS MAX. 6" FROM CORNERS AND A MAX. 24" O. SEE NCTE . # GLAZING PRODUCT GLAZING PRODUCT W1 W2 W 1. (3) PER JAMB UP TO 38 3/8". (4) PER JAMB OVER 38 3/3" UP TO 84 ". (5) PER JAMB OVE.R 84" UP TO 96" (6) PER JAMB OVER 96" TYP. A. T. W. TYP. MULLION ANCHORS TYPE. 'A ° a" oR "C" H /6393 #9454 GLAZING PRODUCT I TYP. • MULLION GLAZING PRODUCT H2 HI H2 = (W /2) (1) WINDOW MULLED W /ONE ABOVE #6393 H. R. /219 #10 FH SMS MAX. 6" FROM CORNERS AND A .MAX. 24 - 0 C. SEE NOTE /1. / 219 ANCHORS TYPE. 'A ", " OR #637 H # 1 FN SMS MAX. 6" FROM CORNERS AND A MAX. 24" O.C. SEE NOTE #1. TYP. MULLION GLAZING PRODUCT H2 = (W /2) (2) WINDOWS MULLED w /ONE ABOVE W GLAZING PRODUCT S.H. #10228 GLAZING PRODUCT 2 #9454 H2 H1 MULLION ARRANGEMENTS CAN BE AS SHOWN OR ANY COMBINA PION OF THE ABOVE. /6379 #9364 #10228 ANCHORS: • TYPE. 'A". "a" OR C. S. #10228 #8342 7YP. MULLION / 2// z/9 S' Farokh Ras�Ch1, P.E. Structural 0es! , inc. 12920 SW 122 Ave. Miami, FL 33186 TYP. MULLION GLAZING PRODUCT W1 #10 FN SMS MAX. 6" FROM CORNERS AND A .MAX. 24" O.C. SEE NOTE #1. GLAZING PRODUCT GLAZING PRODUCT W2 H2 = (W /2) (3) WINDOWS MULLED W /ONE ABOVE #9454 #9364 /10228 #8342 GLAZING PRODUCT W3 #10 FN SMS MAX. 6" FROM CORNERS AND A MAX 24" O.C. SEE NOTE /1. H2 H 1 #9454 8342 F.G. APPROVED AS COMPtTINC 'h1TH SOUT•+ FLCRI C CODE c rr:Cui' T CC';,ROL C'1V!S 3U'LC'' ?S CODE COMPLIANCE OF CCE ?TANCE NO. "° CWG.# 495 -02 MULLION CCNF7C;FATIC SHEET 1 „f 12/1 Mull Clip Cakulatwoa wwla )75 000 )55 000 ))s Doo )15 OW 295 000 :15 000 255 000 2)5 D00 :IS 000 141 000 175 000 155 000 I 3 000 115 000 91 000 75 000 55 O00 )5 000 0.pc•ssi AA KliA IN 11•(%41 'Matta All ST be a acItcatell to. bocram.o4SlaNd MUST be attached 4" from each c•4 I' 0 (.1 Mull Cakulalloo Chan foe Dk 19454 w/Slre'I k 9364 wr5lec. f 2 � (2 / 7 !- Ferrokh fl sekhi, P,E r. $ $ Structural Deli , 'ne. a" - 12920 SW 12 Are. Mimi. FL 3; ; tat, - 160 150 140 130 120 110 . • rti�m race ;t.e a Iec In -ter - !I )77 1 —+t— )0625 --Cr.. 76 0.70 1 1 --61 000 1 —a-- 000 t0 D00 % 000 1 No Shim Space Mull Clip Cakulalwu, Dwg. # M95 -02 Sht. 2 of 3 APPROVED AS COMPLYING 'MN TliE SOUTH FLORIDA BUI L NG CODE CA PRODUCT CDN OL DIY!S;C'' BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOR - 0515 - . D3 000 1 -4 -26 000 I - -0-10 D00 t - • r-66 000 000 1 000 1 -O-ad 000 11) "YPICAL MULLION CR x4 3iNK FOR /2 ULLION /7 FLANGES OFF OF 'LL CUP TO FORM A " CHANNEL AND ;TALL AS SHOWN. S.M. S. ARE NEEDED R EACH SIDE IN 2" MULLION 4CE S.!d.S. AS NOT TO ERFERE WITH EACH 071-1 ER ON °OSITE SIDES OF MULLION. A CING iS SHOWN FOR 4" MULLION. —. • , ....— • .... v•■ 4. IFS LI r 1 1,2 " MIN. PENS+ .ATiON TYP. MULL CLIP 1x2 OR 'x4 # ' J. 5 (2) CN OPPOSITE (50 AS NOT TO INT RF ERE WITH E4CH 377-7 R . ) SEE NOTE 12. 3. AL FASTENERS ANCHORING MULL CLIPS TO OPENING, MIN. 3/16" TAPCON x 1 1/2" PENETR4T ?CN INTO CONC. CR BLOCK STRUCTURE. ALL FASTENERS MUST HE DADE COUNTY A.PPROVED. TYP. M, UL L'ON x2 CR 1 x4 TYP. WINDOW FRAME ATW, =-+R, C. 3/76" TAPCCN 7 1/2'" MIN. PENETRATION. MULLION TO MULLION INSTALLATION TYPE "A". 3 3/4 FOR 1x4 i 3/4 FCP 1x2 1/4" ..WX. 2 1/8 BOTH MULLS /1 0 F H. S.V.S. (3) FOR 4" MULLION (2) FOR 2" MULLION SEE NOTE 12. 1 /r Z /? Farrokh Ras WO, P.E. S u:Au:et DesIg , Inc. 12320 SW 122 Ave. Warn!, FL 33166 WOOD BUCK RI-MOVED TO C CNC. P.C.T. MULLION 1x2 OR 1x4 P.C.T. MULLION ix2 OR ix4 1" or v V V u V V I% 1 V V V I' V• • l/ L WOOD BUCK ,V0 TF 1 . (2) S.M.S. ARE NEEDED FOR EACH SIDE !N 2" MULLION SP.4CE S.M.S. AS NOT TO INTERFERE WITH EACH OTHER ON OPPOSITE SIDES CF MULLION. SPACING IS SHOWN FOR 4" 'MULLION. TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C". NOTE: 1 . (2) S, M. S. ARE NEEDED FOR EACH SIDE W 2" MULLION SPACE S.M.S. AS NOT TO NRRFERE WM-1 EACH 0T7-IER ON OPPOSITE SIDES OF MULLION. SPACING !S SHOWN FOR 4" MULLION. WOOD BUCK O /1 0 F.H. S.M.S. (3) ONE SIDE (2) ON OPPOSITE (50 AS NOT TO INTERFERE WITH EACH OTHER.) SEE NOTE /1. 2 1/8" BOTH MULLS 2. ALL FASTENERS ANCHORING MULL CUPS TO OPENING, MIN. 3/16" TAPCON x 1 1/2" PENETRATION INTO CONC. OR BLOCK STRUCTURE, ALL FASTENERS MUST BE DADE COUNTY APPROVED. 110 F.H. S.M.S. (3) ONE SIDE (2) ON OPPOSITE (50 AS NOT TO I NTERFERE WITH EACH OTHER.) SEE NOTE 11. 2. ALL FASTENERS ANCHORING' MULL CUPS TO OPENING, MIN. 3/16" TAPCON x 1 1/2" PENETRA770N INTO CONC. OR BLOCK STRUCTURE. AL FASTENERS MUST BE DADE COUNTY APPROVED. 3 3 4 FOR 1x4 3 3/4 FOR ix4 r 3/4 FOR 1x2 WOOD BUCK 4/ 10 F ". S. M. S. (3) FOR 4 " MULLION (2) FOR 1 " MULLION SEE NOTE 12. APPROVED A3 COMPLYING WITH THE SOUTH FLORIDA BUI s,; G COLE CAT CE j .1•� PRODUCT CON: OE DiVISiO 3UILD.NG CODE COMPLIANCE OFFICE ACCEPTANCE NO Q5 n ()- WOOD BUCK #10 (3) FOR 4" MULLION (2) FOR 2" MULLION SEE NOTE 12. DWG.# M95 —C2 MULLION ANCHOR INC CONDITIONS SHEET 3 cf 3 72/17/95 oT/15/y7 FRI ,24:20 FAX CO 8 477 3855 VINYL TECH PRODUCT CONTROL NOTICE OF Vir;y1. Glass Technology 1470 tichnology Drive NOl�:ar tfy FL 34275 METROPOLI OAOE COUNTY, FLORIDA METRO.OAde FLAGLER BUILDING BUILDING COOLS COMPLIANCE CFFICE MEMRO.DADE Ft.ADLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 ACCEPTANCE MIA MI, FL X3130.1563 (305) 315•2901 FAX (105) 375.2908 PRODUCT CONt110L DIVISION (305) 315.2902 FAX (305) 372.0339 Y ut application for Product Approval of: erits`250d'AitinnArriris Sliding Gross Door ader Chapt 8 ofche Metropolitan Dade County Code governing the use of Alternate Materials and Qc df Corlstr`vctton, and cornpletely described in the plans, specifications and calculations as submitted by: d pllca►rt,'alant with Drawing No. 741,0M, 1 thrri J of 5. (For listing, see Section 8 of IA is' *Ited.o/,40epiditc.) (ti l: e'r rt ainniaiSd d for acceptance by the Building Code Compliance office to be used in Dade County. Florida tinder the specific conditions set forth on pages 2 et. seq. and the Standard Conditions oft page 3 . ' shall not bo: valid aster the Expiration date stated below, 'fhc Office of Code Compliance re,erbes. itht to seethe this product or material at anytime from a jobsite or manufacturer's plant for yualttycQnttot testing. if this product Or material fails to ptrfonn in the arproved manner, the Code om�iitjSd` inay revoke, modify, or suspend the use: of such product or material immediately. The 00 icat t sh4It e'valtate this product or material should any ammendments to the South Florida Building Odd bettenacted afticting this product or material. 1 h Building Code Compliance Office reserves the trite ti`ghtt6'rc this approval, Wit is determined by the Building Code Compliance 011ie■: that this rpductOfpaterial fails to meet the requirements of the South Florida Building Code. The expense of uCtt testing will be incu by the manufacturer. ane4 &.t4b »1 ...T. 02 .O3 all KOdf Product Control Supervisot A$110 :ti SE ADDIT(O4AL PAGES FOR SPECIFIC AND GENERAL ��►�U��f�UNS BU1 % L4 t.il'Q CiDECOMMITTEE i1C y ( Dal as 'Cii rcty e L ived Vale MeltOpolitan Dade County Building Siii4.tr1t dire pprovPd h'y I1w thiiiding Code Committee to be used in Dade h id I1d L ei forth a c y 11**1{•r . bull ingeadiontini.cerit'`: 4002 a v ange nitre tor Building Coda Compliances Dept. Metropolitan Dade County 1/0114000 http :l/wrrw.buudtndtodeentine.tom 07/18/97 FRI 1421 FAX 800 477 3655 Vinyl Tsch/Progressile (.4s Technology EXPIRES MAY 7 2 .2000 , NOTICE OF ACCEPTANCE: SPECIFiC CONDITIONS DgSCRIPT[ON OF UNIT This approves an aluminum sliding glass door designed and tested to comply with the South Florida I:funding Code, 1994 Edition for Dade County, for the locations where the pressure requirements. as dtemiind by ASCE 7-88 "Minimurn Design Loads for Building and Other Structures", do not exceed tho DeSignIrOSure:Ratirig values in Sectioh 7 and within the limitations contained in Section 3. 12 Modd ileilitiatiOn: Series 2500 Alinninunt Sliding Glass Door 13 O'vefalliS1itt 16' 4" wide by 9' 0" high x 3 deep. • 1.4'Confillirtition a) OXXO (Non reinforced) b) OXXO (Reinforced) .13 N#4. 4/i Size ot Panels: FOuOattWo track: Two center moving panels moving on interior track, and one fixed panel at each end and are :Three panels of 50-118' by 107" high and one panel of 50-1/8" by I07' high. i,MATERIA L CHARACTEMSTiCS 24e1Feltlijfand boor Panel Material: Aluminum alloy 6063 • Grazing Material: Pull lite, 3/16° tempered glass cl Method: Channel glazed with 1/2" glazing penetration using a flexible channel vinyl glazing bead. Daylight ()pining Size (tested unit) Each lite approx. 45" wide by 103" high. 1 A 1.000" ext. face x 0.750" int. face x 3.624" deep x ,C5O' 1I thickness extruded fudinu2.trk channel. (Part # 68179). Jarribst A .687" face x 3.500" wide x .062" wall thicknes s. extruded aluminum 2-track ja-mb frt'A i168116). $ sik. 4.9 wide x 1.250 high x 0,562 face x 0.062 Lk all thickness extruded (Part # 68181). .ea":trei,'“risteuctiont Butt' joint', each frame tomtit may be secured with two #5 x 1/2" 4/000 • 244, Sttrog pool gat t &WO of a 2.431l race x 1.032' deep x .062" wall thickness extruded akingriti4,1f01 4490r wide' x .500' deep glazing pocket , (Part # 69362 ) of 2:431‘r,l1l3te .1.032' deep x .062" wall thickness extruded alum. 000 glazing pocket (Part # 6)362 ). Note: the panel jamb stile clOs4c6444baQfiiait:61 so ,160'40:6i 4 idek stile. ci'ini400 2.990" deep x .062" wall hollow alum. tube with ,5150!"41aling pbeet404-:ts4 groove t for weatherstri pi (Part # 69492 ) 2.I0" t .062" wall thief:nest extruded alum. hollow with a ;176, *141 ad two grooves for weatherstrips (Part # 69409 ) VIN1L ILCH Juv, - 2 - ACCEP TANCE No.: 96-1023.03 APPROVED : 2 1997 Man 1 Ptak, P.E. Plant miner It Produc Control Division .. .ttiteti Description Location 2.3.1 Double row Pile with integral plastic lin At each pane top rail, bottom rail, astragal and jambs, 21.2 row Pile with integral plastic lin At interlock stiles. 07/1Si 1 FRI 14:21 FAX 800 177 lass .6 H At each end of screen track in sill cphtorc3 VINYL TECH 10004 Vinyl Tech/Progresive (:lags Technology ACCEPTANCE No.: 96- 1023.1)3 NOTICE OE ACCEPTANCE: SPECIFIC CONDITIONS 2.4.2 Rails: Top rail is a 1,375" face x 0,8 deep x .062" wall thickness extruded aluminum tube With a .375" wide x .5Oo" deep glazing pocket, two screw splines and two grooves for weatherstrip (Dart >Y 68172). gottont rail is a 2.418" face x 4.890" deep x .062" wall thickness extruded alum. tube with a 0.375 . wide 't.SOO" deep glazing pocket with two grooves for weatherstrip (Part # 68173). 2.4,3 Cothcr construction: [panel corners are butt joined; each top panel corner secured with two }lib 3/4 SMS, each bottom panel corner secured with one 114" x 1" Machine Screw. .5 tttrOrstetoping: APPROVE!) : fr34 2 2 1991 EXPIRES : , MAY. 2_2 2000 Location At cosh end of each panel track. Mantic t'errr. 1'.C. Plans . miner 11 Product Control Division Quantity Description Location 2.6.1 Eight Adjustable steel wheels in steel housing. Natlonwdde fad. (Part No. 7S -241) Two each end ofeach moving panel bottom rail. 2.6.2 One Aluminum Keeper Nationwide Ind. Part No. 7SDKEEP At right center panel female astragal, 41414" from bottom, 2.6.3 Sixteen Plastic guide. At each end ofeach top and bottom rail. 2.6.4 One 3/16" diameter security steel lock pin 72" from bottom or interlock stiles 2.6.5 Ono Surface mount Alum. hook lock, Deco Produels. At Ieil center panel male astragal stile, 41 -1 /4" from bottom. 07/1Si 1 FRI 14:21 FAX 800 177 lass .6 H At each end of screen track in sill cphtorc3 VINYL TECH 10004 Vinyl Tech/Progresive (:lags Technology ACCEPTANCE No.: 96- 1023.1)3 NOTICE OE ACCEPTANCE: SPECIFIC CONDITIONS 2.4.2 Rails: Top rail is a 1,375" face x 0,8 deep x .062" wall thickness extruded aluminum tube With a .375" wide x .5Oo" deep glazing pocket, two screw splines and two grooves for weatherstrip (Dart >Y 68172). gottont rail is a 2.418" face x 4.890" deep x .062" wall thickness extruded alum. tube with a 0.375 . wide 't.SOO" deep glazing pocket with two grooves for weatherstrip (Part # 68173). 2.4,3 Cothcr construction: [panel corners are butt joined; each top panel corner secured with two }lib 3/4 SMS, each bottom panel corner secured with one 114" x 1" Machine Screw. .5 tttrOrstetoping: APPROVE!) : fr34 2 2 1991 EXPIRES : , MAY. 2_2 2000 Location At cosh end of each panel track. Mantic t'errr. 1'.C. Plans . miner 11 Product Control Division 07/19/97 FRI 14:22 FAX 301 177 3035 VINYL 1t.IH Vinyl Techlprottressivc (,lass Technotogv ACCEPTANCE No.: 96- 1023.03 A 2.9 llelntorccnient; a) None b) See Table below: APPROVED MAY 2 ? 1991 EXPIRES : MAY 2 2 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Se4lant3 and Pads: Frame installation screws and lower panel corners are sealed with aluminum Celoreet seakantk Schnee- Morehead 5501. Frame comers are sealed with white colored sealant, Schnee - `Morzhead 5564, uaisti Description 2.10.1 Sf* 1- 1/2''x 1.1/16'' adhesive back pile pod One in frame sill and head at each interlock and astragal stiles :2.11 Ac)ditionaI Description: A 2.672" high overall interior sill flange L MtTATIONS 1 tieseappro4ats ripply to single.. unit applications only, as shown in Section 10. Othercdffigu`rotions allo'. d: OX, XO, XX, OXO, XXX and XXXX, 3.3 Head retep(ot is not allowed to be used in this installation. 3.4 Fen DeSigh Pressure Rating vs. Door Size, and Reinforcement. See Comparative Analysis Tables in Section 9. 3,5 T his approval consists ofa sliding glass door with reinforcement and without reinforcement (see Sedien 1,9) 3.5,1 For doors without reinforcement, use table 7.1 to determine the Design Pressure Rating 3,5.2 Fordoors with reinforcement, use table 7.2 to determine the Design Pressure Rating. Location `Att>rehnlcnl a dw 01 r01' ►'odd icr'tw,ror t . /4 ' . f3 con, located at 2.3/4" from corners, and the O t`. tr?a�� C1Cirt. pt' tr`atia t shall be 1.1/4" into wood buck or masonry and 1.1/2 Qv 3I'gl2 Wc $Crow, or 1/4" Tapcon, located 6" from comers and the rest at • t!rlir1 x i CtratiOtf skill bC: 1.1/4" into wood buck or masonry, and 1•1/2" into �tAf;1e; i�riw 4tttl Wood, b ' cre■, "or, 1/4? Tapeon, located 2.3/4" from corners and the rest ,ut fb'� ; o m:Et. Mtn lxrictrotk n shalt bv: 1.1/4" into wood buck or masonry. and 1.1/2" ilid'Corie&Kt'. -2b Manue Perc %, P.►s, Plans E iner II Product ontrol Division WJUU3 Quantify Description Location 2,9.1 For 1 -1 /4'X 1/2" X 102- 3/4" Aluminum bar One inside each Interlock stile. 2.9,2 TwO I-1/4'x 1!2" :f 102. 3/4" Aluminum bar Inside of astragal (female) stile 07/19/97 FRI 14:22 FAX 301 177 3035 VINYL 1t.IH Vinyl Techlprottressivc (,lass Technotogv ACCEPTANCE No.: 96- 1023.03 A 2.9 llelntorccnient; a) None b) See Table below: APPROVED MAY 2 ? 1991 EXPIRES : MAY 2 2 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Se4lant3 and Pads: Frame installation screws and lower panel corners are sealed with aluminum Celoreet seakantk Schnee- Morehead 5501. Frame comers are sealed with white colored sealant, Schnee - `Morzhead 5564, uaisti Description 2.10.1 Sf* 1- 1/2''x 1.1/16'' adhesive back pile pod One in frame sill and head at each interlock and astragal stiles :2.11 Ac)ditionaI Description: A 2.672" high overall interior sill flange L MtTATIONS 1 tieseappro4ats ripply to single.. unit applications only, as shown in Section 10. Othercdffigu`rotions allo'. d: OX, XO, XX, OXO, XXX and XXXX, 3.3 Head retep(ot is not allowed to be used in this installation. 3.4 Fen DeSigh Pressure Rating vs. Door Size, and Reinforcement. See Comparative Analysis Tables in Section 9. 3,5 T his approval consists ofa sliding glass door with reinforcement and without reinforcement (see Sedien 1,9) 3.5,1 For doors without reinforcement, use table 7.1 to determine the Design Pressure Rating 3,5.2 Fordoors with reinforcement, use table 7.2 to determine the Design Pressure Rating. Location `Att>rehnlcnl a dw 01 r01' ►'odd icr'tw,ror t . /4 ' . f3 con, located at 2.3/4" from corners, and the O t`. tr?a�� C1Cirt. pt' tr`atia t shall be 1.1/4" into wood buck or masonry and 1.1/2 Qv 3I'gl2 Wc $Crow, or 1/4" Tapcon, located 6" from comers and the rest at • t!rlir1 x i CtratiOtf skill bC: 1.1/4" into wood buck or masonry, and 1•1/2" into �tAf;1e; i�riw 4tttl Wood, b ' cre■, "or, 1/4? Tapeon, located 2.3/4" from corners and the rest ,ut fb'� ; o m:Et. Mtn lxrictrotk n shalt bv: 1.1/4" into wood buck or masonry. and 1.1/2" ilid'Corie&Kt'. -2b Manue Perc %, P.►s, Plans E iner II Product ontrol Division WJUU3 u7 /14/d7, FM1 1i:tJ Y'AA 6UU 4l/ JUO) Y1ML Vinyl Tech/Progressive filAss Tcchnotonv ACCEPTANCE Nor.: 96- 1023.03 APPROVED PAN 2 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITION Fixed Panels: Each fixed panel jamb stile is anchored to frame jamb with thrLC plastic clips (Part #41814) located at 18' and 36' from each end, and one at mid span; each secured to stile with one 08 x 314" Self Drilling Screw and into jamb with one 48 x 3/4" SMS. One 1.314" x 1 -3/4" x 1" by 1/8" aluminum angle in frame sill at bottom of fixed panel inter',ock stiles, fastened to frame with two 08 by 1" SMS, and to stile with two 48 by 1" SMS One 1 -3/4" x 1.3/4" x 1/2" by 1/8" alum, angle in frame head at top of fixed panel infct!aek stile, fastened to frame w;th two $08 x 1" SMS, and to stile with two 48 x 1" SMS, nvi'ng Panda:One 7 /8 "x 9 /16 "x 1/8" x 4'' long, aluminum retainer angle in sill at Mid span of each panel • bottom rail, astragal. and one in head at top of astragal stiles; each fastened to frame with Toutr 8 x 314 "SMS. +fee;'= Pease set Note #11, Pe};e 3 (trait 'sl irn space to a maximum of 1/4 ". Attdchntet'tll Sub -bucks shall be designed by the Architect or Engineer of Records and must be in ompli`ai'ce wide the S outh Florida Building Code. 1 Faster et m usi has their own Not1e4'Of Acceptance and must be made of stainless steel or have a degti'attsprotec`tion against corrosion, per DIN 50018. Aluminum contacting metals not considered cOrtOtitile s? all bd properly protected,' 1DETC(F!CATION E cliunit shalh bear a permanent label with the manufacturer's name or logo, city, state and following ~sttdem tS "Dade Bounty Product Control Approved" pplicatlof for building permit shah be accompanied by two copies of the following: , I This NOtice of Acceptance Fro ip ietel/dimcnsi4ned dra showing s ize and location, including height above grade of � p6-4:(0 f'aci'e Ji t me .t length and width or building, ► 2 rho iLuild Offtial sfia1I eniure thi4 adcgtsaey et door to rneet the pressure tequirentent of the opening t which tt 1s tQ..bcl tri.Sia, 1 1 d, .3 tZdegi- ' lt'lte instate *tiori of this unit will require a hurricane protective system, -2c - EXPIRES : )011Y 2 2 2000 Manuel ' etet, P.E. Plans E Product ontrol Division nor 11 :.. TEST TEST LOADS DESIGN-LOADS ForOX{ 701,1/ ui'allon N ith nn relnflircerncnt P S I ? Au( SF 0. CFMiFT') UNIFORM STATIC PRESSURE A T DESIGN LOAD SIItl :b2.04 POSITIVE 0 36CFM /FT FTL• 1381 +.,S 0 PSF PTL - 1381 *35.0 PSF FTL•118I UNIFORM STATIC PRESSURE AT DESIGN LOAD S [1CoPA : NE ° ATIV E -35.0 PSF FTL•IM -35.0 PSF FT1.,-138) WA'1"EI lie's (PSF) ST&f gS47iE331 +1E70 PSF FTL• I381 +78.0 PS FTL )381 UNIrOkM STATIC PRESSURE Al FULL ?EST LOAD ST;yf f} 3 3 ci PA 202.94 POStilvE 3D Seconds +33.5 PSF FTL•1381 +33.0 PSF PTL•1381 UNTPORM STATIC PR63SURE AT FULL TEST LOAD STISI 8330 PA 202.94 WAA TIvE 30 Sttords •52.3 PSF FTL•1381 •35.0 PSF FTL•13R1 f 3RCt l5 eNtAY (TER) ` Ifjt#6d3.1(b)(Md AAMA 1303 NO ENTRY FTL•I381 De$i i f 4'444 I `ill ii t I,POSitive) +35.0 PSF tS,e;1 feslu 'tt Ifiling (iY Jliv -33.0 PS F f"9c1: ip .Prttsjvi Rst window Size, ste Ta ble in Srction 9_1 "Corn pa Analysis" 07/19/97 FRI 14:23 FAX SOO 177 3855 S' •I Teth/Progressive (:lass Tethnolog igSTS T, $ PE F FORMED: VINYL TECH NOTICE; OF ACCEPTANCE: SPF.CIFLC CONDITIONS RESULTS: •2d- ACCEPTANCE No.: 96- 1023.(13 APPROVED : MAY ? 2 1991 EXPIRES MAY 2 2 2000 Manu Pete P.C. Plus F 11 Produ Control Division t�I 007 ' ._ _ _ TEST _ - TEST LOADS DESIGN LOADS Fos <,OX (d eanflg uration with aluntinuwt ftibfdreemcnt • (See Section 2.9 for description of reinfortcrotnt) ia. NFILTRATION Q 1.57 PSF SF$o1'A 20244 0,34 CFM,r') 0 37CFM;FT FTL -1382 •- •_• ----•- 01F- RM STATIC P1 ESSURE AT DESIGN LOAD S ?$C P ; 03.44 POSIT(Y0 , _ +.!0 o PSF FTL -I382 +50.0 PSF FTL•1382 UNIFORM S T1C P�l1 SSURE At Dr $iGN LOAD 504 PA 202 44Ii:CATiVE -30.0 PSF FTL- 138? -50.0 PSF P'tL•1382 ‘ PtE41StANC13 (PSF) ASIM!s400E331 + 1 170 PSF FTL•1333 +78.0 PSF FTL•1382 UNIrOk STATIC P> ESSURE At FULL TEST LOAD AS'Y''M 43 0 PA 102:44 POst TIVE 30 Second!: +75.0 PSF FTL• 13 82 +50.0 PSF FTL• 1382 UNIFORM STA19C PRESSVR$ AT FULL. TEST LOAD A S rM OM PA 2bi•44.N E 30 Stco') -75.0 PSF FTL -1382 •50.0 PSF FTL• 1342 F'ORCEO RY RESiStANC6 (f eR)g ;% stt3G 3601'2(6X3) nd k CA MA I303.3•7d NO ENTRY FTL -13 82 Distiii1 ?"taut* Rf Cog (f oikive) +50.0 PSI" i38f+gn Prtsturti Rating (Ntg$I ive) -50.4 PSF Fc)f,tltls1gn Prefsurd Rat{n j vs. 11iridone Site, scc f tic in Section 9 : 2 ''Comparative A•aIyei$ FRI 14:24 FAX 800 377 3055 VINYL TECH Vinyl Tech /Pcouceasive Glass Tcchndtogy ACCEPTANCE No.: 96.1023.03 Itsts PERFORN1ED: APPROVED : • ?MY 2 2 )997 EXPIRES : MAT 2_2 2000 NOTICE: OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS: Manue Proclut Pert ?, P.E. Plant G ontrol Division intr II VI 008 07)1$'97 FRI 14:24 FAX 800 477 3655 Vinyl Tech /Progressive Glass Technology VINYL TECH ACCEPT Nu.: 96. 1013.03 APPROVED MAY 2 2 1997 EXPIRES : MAY 2 2 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDI 8. EVIDENCE SUBMITTED 8.1 Tes is 8.1.1 Test repots on I) At Infiltration Test, per PA 202.94 2) Unitorrh Static Air Pressure Test, Loading per PA 202.94 3) Water Resistance Test, per PA 202 -94 4) rotted 86 try Test, per SFBC 3603.2 (b) and PA 202.94 along with installation (Vagrant and marked•up drawings of an aluminum sliding glass door with an '0 (XO configuration, (no reiiltortement) prepared by Fenestration Testing Laboratory, Inc. No FTL -13$1, dated September 16;1996. signed and sea.ed by Gilbert Diamond, P.E. 8.1.2 Test reports on 1) Air Infiltration Test, per PA 202.94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forted Entry Test, per SFBC 3603.2 (b) and PA 202 -94. along with installation diagram and niarked•up drawings of an aluminum sliding glass door with an OXXO configuration, (with reinforcement) , prepared by Fenestration Testing Laboratory, Inc. No ETL -I3$2, dated September 17, 1996, signed and sealed by Gilbert Diamond, P,E. cwAwing5 a 2.1 Manufatturei s die drawings and sections. 3.1.2 Asseinbly Drawing No 141, Sheets 1 thru 5 of S; Vinyl Tech, "Series 2500 Sliding Glass Door ", prepared by Vinyl Tech, dated 4/22/97, signed and seabed by Ivan R Dory, P.G.. Csticulations: 8.3.1 Comparative analysis and anchor calculations, prepared by Ivan R. Dory, P.E,, dated October 15, 1996, signed and sealed by Ivan R. Dory, P C. -2r- Manu Perez. P.E. Pia Produt Control Division amincr I1 009r; 1 {cighi's' rn . • �_I7oot Widths 1 92.00 : "' 72 ' 46;!0+ 7 -,„ " 108.00" 144.00" 96.00'' 144.00'' 72,0Q_. $+,!++ ++ : ' +" '. b 08" '63.C• ' - .,54,C4 1 0.$ .89.00_ 74.72 65.0 63.04 54,04 100.87 74.72 63.04 89.00 65.08 54.04 • l3' ■ : ' 5 .7 r 5 51.13 42.03 72.05 51.73 42.03 10$,01:' ° 463 d4p. • 44.83 36.02 63.04 44,83 36.02 63.04 44,83 36.02 h) Pdsitivs .: Q), XQ or XX . =�.OX0 or XXX tVa Ana�si OXXO or XXXX LOOS (PSF) 6 s. J f or fief �s 72,1: ' ; , 4 4 G Ow Widths .�.._•■■. 144.00" 192,00" '60,67 4,8. +''0: 60:611 ; 7 .00" 60, 6.000" 7.:.'0+" 1+8.+0" 144.00 0" 60.67 •0 60,67 60.67 60.67 6).67 60.67 p.m" m" X60.62, 6+.' 7 54.04 6'.67 60,67 54.04 Td. 54,04 9%'.0 61.67 51.73 42.03 • +.67 51.73 42.03 60.67 51.73 42.03 05.0 ... 60.67 44.83 36.02 40.67 44.83 36.02 60 67 44.83 36.02 OX, XO or XX OX0 or XXX OXXO or XXXX F'RI 14:23 FAX 3OO 477 3655 Vinyl Tech /Progressive Glass Technology VINYL I'ECH NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 0 COMPAt2Afi1VE ANALYSIS : � 1' >1Yith4ut Reinforcement a ) 4eg4ti 0 4s g0 Loads (PSF) baled o l,0omparstive Analysis •2)• ACCEPTANCE No.: 96- 1023.03 APPROVED WY? 2 1997 EXPIRES ; 1!411 9 2 NV Manuel ortr, P.E, Plans Product ontrol Division Ex ner 11 t�jo10 „DO(' ;t 11eight,1 cumi P2.''' ' 60 67 Door Widths 72.000" 96.000" 12,040" 108,00" 144,10" •6.00" 144.00" 192,00" • 0.67 60.67. 60.67 60,67 60.67 60.67 60.67 60,67 60.67 I # 0 # , , ! 67. 9 ,111 11 6 t , 60.67 ' 6I.. 60.67 •0.►• .. 60.07 •...67 60,67 60.67 60.67 60.04 601.67 60.67 60.67 60.67 60.04 I0$ 000 60 6 60.67 51.46 60;67 60.67 51.46 60,61 60.67 31.46 3 ; O ,X 'XO of XX ;, .'OX0 or XXX OXXO or XXXX {ef ht 711jy97 Fl 1 14:28 FAX 800 177 3855" 1 XO or XX VINYL TECH Vinyl T'tth/i'roikressive Glrlss Tcchdeloa ACCEPTANCE Na.: 96-1023.03 NOTICE OF ACCEPTANCE: SPECIFIC CONDITION Wittii Alirrtinum Reinforcenlint (Set Section 2.9 for description ofreintorc cnt) l4 gat ve. L s1gn Loads (PSI') based on Comparative Analysis. poor Widths 96.000" 72,600" 108,00" 144.00" �,C0" 144.00" 192,00" 90.06° 110,90 106.74 90.06 1 30.00" 106.74 90.06 77.19] 9,21.T4 92.97 71.19 127.14 92.91 71.19 60.04: : 102,93 73.90 60.04 102.93 73,90 60.04 64.04 51.46 90,06 64.04 51.46 90.06 64,04 51.46 OXO or XXX If CiSads (PS F) based On Comparative Analysis. T'1'P(CALi DOO1t ELEVATION AND CROSS SECTIONS: See Vinyl Tech/PGT Drawing No 4), SKeets' 1 thru 5 of 5, bearing the Dade County Product Control cppmval stamp, • 2h- APPROVED EXPIRES oxxo or XXXX MAY 2 7 2000 Manuel ' ercz, P.E. Plans E. Product Control Division MAY 2 2 1997 011 4711$,97 FRI 14:26 FAX SOO 477 .1655 Vinyl Tech/Progressive Glass Ttchnolo + VINYL TECH NOTICE OF ACCEPTANCE. STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal opplicction has been tiled and the original submitted documentation, inciddin3 tist support'ng data, engineering documents, are no older than eight (8) )cars. 2. Any an4 all approved products sha'.I bd ptrtnanentty 'abeled wilt the manufacturer's name, city, state, and the foltow'ng statement: "Dade County Product Control Apbroved ', or as specifically stated in the specilic conditions of this Acceptant(. ACCEPTANCE No.: 96- 1011 APPROVED : IMVIY ? 2 j_911 EXPIRES : lAY 2 ? 2000 3, Rene.vais of Acceptance will rot be considered if' 3) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the cede changes; b) The product is no longer the saline product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the carted Installation of the product; d) The engineer who originally prepared, signed and seated the required docurncntction initially submitted , is 'n0 longer practicing the engineering profession. 4. Any revision or change in the mattriats, use, And/or nnanureeture of the p'OCuct or process shall automatically be eaute for termination of this Acceptanct,•unitss prior written approval has been requested (through the filing of a revision application with 1pprOpria fee) and granted by this oftice. Any of the rellov.ing shell Also be grounds for removal of this Acceptance a} (rnattisfactory perfom5ence of this product or process. b) Minute of this Acceptance as on cndorsem,ent of any product. for sales, advertising or Any other purposes. The N'otice Of Acceptance number preceded by rho words Ode CoJnry, F torida, and followed by the wen ration date nay be Qisp(iyed in advertising li;eratute. (many portion of the Notice of Acceptance is displayed, then it shall be done ill IS entirety. A copyefthis Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer, ': �1t�uCf , et�iilpi with nay sectiGA ot ,* ACcEptant6 shall be cause for termination end removal of A CCcptante, p ti;e f 1, ? ?(a through h) aitd this last pogo 3. tans 1(i,1 &12 listed 6tio%Y. Ortiiiiipiy to glauJ products And doors 0 „t,'ni4i3 £pitttleglfi /l dteitcd td Old Acccptdnee (dp9rb■e!) thud unit ii approved if a single un it installation. For multtpre ftasteltstf Pfl ug wilt 's separate Atctptante fdi ititIlliOns is tcs;uired from the Product Control Sec tion, If. he :piton; o f liitttieff it trindvw !ilia shall be et indicated in Section 4 of this Notice of Acceptance. the spacing of fastentrt sttl a I other' paid of the Prattle. shall bid! irdicaltd in $colon 4 of this Notice of Acceptance, but in no case shalt.i.itctO,W..ii:if first faslWAtt. shall be touted at 3 max ,mum or 6' front each corner and mullion or sti► t raslenE t ail ul1� pfnvtr`ate rite b tki which Shill be the saute size as the one tested with the unit. No wood or laidCsttietds dt plea $hilt bs : fbr gnchonnd. x : s a >Mar4 lot alt w s dow8 aad doers shall confor`ri't to S:C rity and Forced Entry Prevention, Chapter 3 • • t' ttto South utW rgCoen. " ,� itNo O$THI$ ACCEPTANCE .3 • Manu. Pate, P.E. Plans Product Control Division incr Ii !J012 POR ftrE StAV4.5 Con 0008 P:wCt L'ASTALLAAAv 1.. PM! PANKR 4 (814 44 dPOsit. lora; GR SICAR TO .1A1.70# NOR 11x9.1 ANO &Vitt lirrN if& 1 s/4" 08.144A) PAM 014-0 PPA_UPS SCR(' 9.07.04. tr$04 BRACALT AS A T(14 PR( - U LOCK sok( And .W49 IFY79 A 3/J1 MAI Oa BEFORE' SCRENS- use' twat Vier-frITS PER FAKE Af TCP, AvaCkf NO OOTIOst Of ?mt- ro rive. 15.6x.f.A5* TEIRNATE PAK" MN A ettaRE ORNAM Se' rOr.4 fort' ro st.t ..eret I Y/2 mrx TA, cciti Nto ar csstAttio. orI 7/4• = 1/14 x or t 4 LONG ALCM. FITAinft Area" AO Jr AdAge Sot Ar WO VAN OF LAC-4 :0•11. sorrc I& SECuRCO TO IP.AvE Aq1.4 !Ova )/2' PET- HEAD rA.Pc ro x 81 2.-5r.Atax 11,atf Ar R . 4:/22/97 N. r. s. rxitrit1.1“4 N'.0 CuPS Ake PCOux 104 Ii4Or =KW ttik, S:OSTAIAArt)rA COPS VAt hOl et Proartto rAst rtoost afrocAnopt. ' . CvPs AcoGre Skt. mrthr SC.,A114 4- FOR fiacorpt rut No AlsOri, • i..1-c3 ty.:7.7 7: *14 11.74 7 37 ti kr% fif LIP11 LAA1 ti:( ret .40.11 Vt 451. 1 A mAktistY1w4E Cstr,..2.1 pre:06IM Av. 11..e et •CL 2500 fti.v. I • 5 SGO OXXO ELEVATION iv/WINOCLIPS P•O• 130x ;529 re V.-1 r. NOK005, 1.. 34274 1 9 1 74 1 r r-- 424 1 1 .750 f w&o00 2.500 4.657 •J VL RIVAL SECTION ---- 50,25 •1 196.004 HORIZONTAL 5(CTION A 1 4 6063- 15 D. 4 Ialx 14.4, w- Soh' .5X �� r-u vrr v�r.. :K OUP, K (WA CV If IOW* Ile OA /dtta: Mot J . L � r L-Z f TZ � Y.Uti .'M ORM= V' ►:.rs o s c**t .0 RQCI -atvurtJag& 21123 t�'S 5£c1. f 2 5 9_7 SECTIONAL VIEWS SGO 25110 µ••= P.O. BOX 1513 n y ` "' ,.: NOPOIJIS. FL. J4214 B I 741 V . 1 ihydA ASS 5 Matt COCKS r to ASSE Y 001A11, SCE it iie CATCH S!"w. rtT FO. PA l EAVY DULY ASTP✓4C.AL 17 LU 1NfORC£1aENT s* N.T. S. A i EAT n ALLW (XI • ;1T ALU lat 9 7 4 t&1Zr' 741: vim = of= °PG �� # ( y ,r - irkigna WrelENER C Rte. A £ . . it 1N0i1161Rt£S ! 70(111Yr 7 r e, 1 'l TR)CS 71078e KROIANT$ fAST£n'CR CORP 62492 /LU44X EXTRUSIONS 612f8X /NOM. £x1RUSpjN 2.) ITEM /17 USED ONLY WHEN ALUM. REINFORCEMENT IS REQUIRED. SGO PANEL (2500) ASSY. 31321 NOTE: 1.) ITEM 12 WILL CHANGE TO 1IE44 116 DEPENDING` ON CONFIGURArtou OF PANEL. CONF!G4IRAnON IS OXXO. Yn�y q COOVue WIN tuf SCYIY 441 IYfL►N C4( I~ 192 T-m CS SF'S Yi Sr:■4 pX ( OMA rx�rra ». 23A3 t- r HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES® It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the projectArch itect s or Engineer's design specification for handling, installing and bracing wood trusses for a particutarrooforfloor. These recommendations are based upon the collective experience of leading technical Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. TRUSS STORAGE 1 Frame 1 t PANG Eft r` designates::a� "ycortditlon tofoICOW risfri. ttahtgor't eedwarrt• fttrir ; e personal _..a ' ure 4` � t dOttylbdsr alcOrfdittor'i) a ' b e` 'ructufe . AR IN TRUSS PLATE INSTITUTE 583 D'Onofrlo Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel in the wood truss industry, but must, due tothe nature of responsibilities i■ olved, be presented as a guide for the use of a qualified building designer or installer. Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright 0 by Truss Plate institute, inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. I/ . •t a b acing "should be no (e,s 4' 41 ed 1 • Trusses stored vertically should be braced to prevent toppling or tipping. SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (Des) [4 trusses] SP DF SPF,HF U• to 24' 3/12 8' 17 10 12 6 Over 24' - 42' 3/12 7' Over 42' - 54' 3/12 6' 6 4 Over 54' See a re•istered •rofessional en•ineer DF D(in) D /50 D(ft) 12" 1/4" 1' 24" 112 2 ' 36" 3/4" 3' 48" 1 " 4' 60" 1 -1/4" r 5' 72" 1.1/2" 6' 84" 1 -3j' 7' 96" 2" 8' 108" 2" 9' L(in) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1 25.0' L(in) L/200 L(ft) 50" 1,'4" 4.2' 100" 1/2" 8.3' 150" 3/4' 12.5' • Douglas Fir -Larch HF - Hem -Fir Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord wren purlins are attached to the topside of the top chord. MONO TRUSS J WARNING �Fallu etofollo r t erecer9dtlQnS cquld r41n fi severe p ersonal Injury or c amege tdtrusses oulidings PLUMB Maximum Misplacement Truss Depth D(in) Diagonal brace also required on end verticals. Lesser of 70/50 or 2" i � - Plumb Line SP - Southern Pine SPF - Spruce - Pine - Fir OUT -OF -PLUMB INSTALLATION TOLERANCES. 1 INSTALLATION TOLERANCES 1 1 T 1 f c Frame 6 L(in) Length L(in) t Lesser of L/200 or 2" Continuous Top Chord Lateral Brace - Required 10" or Grea'er Attachrnent Required -- L(in) All lateral braces lapped at least 2 trusses. BOW ::::cl , .... . ::::::: :: .. Lesser of L/200or2" OUT -OF -PLANE INSTALLATION TOLERANCES.' L(in) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1 25.0' L(in) L/200 L(ft) 50" 1,'4" 4.2' 100" 1/2" 8.3' 150" 3/4' 12.5' • Douglas Fir -Larch HF - Hem -Fir Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord wren purlins are attached to the topside of the top chord. MONO TRUSS J WARNING �Fallu etofollo r t erecer9dtlQnS cquld r41n fi severe p ersonal Injury or c amege tdtrusses oulidings PLUMB Maximum Misplacement Truss Depth D(in) Diagonal brace also required on end verticals. Lesser of 70/50 or 2" i � - Plumb Line SP - Southern Pine SPF - Spruce - Pine - Fir OUT -OF -PLUMB INSTALLATION TOLERANCES. 1 INSTALLATION TOLERANCES 1 1 T 1 f c Frame 6 L(in) Length L(in) t Lesser of L/200 or 2" Continuous Top Chord Lateral Brace - Required 10" or Grea'er Attachrnent Required -- L(in) All lateral braces lapped at least 2 trusses. BOW ::::cl , .... . ::::::: :: .. Lesser of L/200or2" OUT -OF -PLANE INSTALLATION TOLERANCES.' L(in) L/200 L(ft) 50" 1,'4" 4.2' 100" 1/2" 8.3' 150" 3/4' 12.5' • Douglas Fir -Larch HF - Hem -Fir Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord wren purlins are attached to the topside of the top chord. MONO TRUSS J WARNING �Fallu etofollo r t erecer9dtlQnS cquld r41n fi severe p ersonal Injury or c amege tdtrusses oulidings PLUMB Maximum Misplacement Truss Depth D(in) Diagonal brace also required on end verticals. Lesser of 70/50 or 2" i � - Plumb Line SP - Southern Pine SPF - Spruce - Pine - Fir OUT -OF -PLUMB INSTALLATION TOLERANCES. 1 INSTALLATION TOLERANCES 1 1 T 1 f c Frame 6 L(in) Length L(in) t Lesser of L/200 or 2" Continuous Top Chord Lateral Brace - Required 10" or Grea'er Attachrnent Required -- L(in) All lateral braces lapped at least 2 trusses. BOW ::::cl , .... . ::::::: :: .. Lesser of L/200or2" OUT -OF -PLANE INSTALLATION TOLERANCES.' • Douglas Fir -Larch HF - Hem -Fir Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord wren purlins are attached to the topside of the top chord. MONO TRUSS J WARNING �Fallu etofollo r t erecer9dtlQnS cquld r41n fi severe p ersonal Injury or c amege tdtrusses oulidings PLUMB Maximum Misplacement Truss Depth D(in) Diagonal brace also required on end verticals. Lesser of 70/50 or 2" i � - Plumb Line SP - Southern Pine SPF - Spruce - Pine - Fir OUT -OF -PLUMB INSTALLATION TOLERANCES. 1 INSTALLATION TOLERANCES 1 1 T 1 f c Frame 6 L(in) Length L(in) t Lesser of L/200 or 2" Continuous Top Chord Lateral Brace - Required 10" or Grea'er Attachrnent Required -- L(in) All lateral braces lapped at least 2 trusses. BOW ::::cl , .... . ::::::: :: .. Lesser of L/200or2" OUT -OF -PLANE INSTALLATION TOLERANCES.' Tag Line WARNING: Do;not attach: cables,,chains.o hooks to theweb members M � 1 truss 01 braced group d,trueaF End b( (EB}j ' N. 21 Approximately '/2 truss length Spreader Bar Toe in — Spreader Bar Toe In —1 GrOuncl brace lateral (I_BG) >/60° or less Approximately 1/2 truss length Truss spans less than 30'. j Toe In r Approximately 1/2 to V3 truss length Less than or equal to 60' Approximately V. to 2i truss length Less than or equal to 60' Tag Line 7 Toe In Tag Line 'N Tag Line CAUTION'Jemporary bracing. shown in this , summary sheet is adequate for the installation of trusses with similar :configurations Consuit a registered: professional ,engine'er , if a different bracing arrangement is ' desired.;.The engineer may design bracing; in accordance'.with TPI's Recommended; Design Specifl for�Tempor Bracing of. Metal` Plate.Connecfed A. . Trusses, DSB -89, and in some:casesdetermine that a wider", s pacing is p ossible , , : Grou brace lateral (LBO End GROUND BRACING:BUILDING INTERIOR GB Top Chad LB/ Ground brace ertical (Gav) Ground brace diagonals (GBD) Note 2 floor system shall hays • adequate capacity to support groun( braces. .. 1 st floor MECHANICAL INSTALLATION Lifting devices should be connected to the truss top chord .vita a closed loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Top Chor GB Frame 2 ',WARNING: Do not lift stngietrusses with spansy greater`` than 30'bythe peak. GROUND BRACING: BUILDING EXTERIOR Ground brace diagonals (GBD) Ground brace vertical (G0v) Backup ground stake Tag Line At or above mid height Tag Line Strongback/ Spreader Bar Strongback/ SpreaderBar Driven ground stakes / • CAUTION. Ground bracing required for all Installations. \ . 10' \\ / // Approximately '73 to Y4 truss length Greater than 60' / X10' 10 ' J i Approximately 2 /, to Y, truss length Greater than 60' MAIM Typical vertical attachment // Strut (s n BIx4,ieg 1 Typical horizontal tie member with multiple stakes (HT) End Wall STd. Plan _ i I Ground Brace Verticals (GBv) truss of bra. t: ioup of trueee a (EB) SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LB TOP CHORD DIAGONAL SPACING rF trusses] SP /DF BRACE (DB SPF /}1F U• to 32' 30" 3' 16 10 Over 32' - 18' 12" 6' 6 4 Over 48' - 60' 18" 5' 4 2 Over 60' See a registered professional engineer DF • Douglas Fir.Larch SP - Southern Pine IiF - Hem -Fir SPF - Spruce- Pine -Fir The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 4x2 PARALLEL CHORD TRUSS:TOP CHORD Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the bop chord when purlins are attached to the topside of the top chord. All lateral • braces lapped at least two trusses. 1 End diagonals are essential for. - stability and must be duplicated on both ends of the truss system. End diagonals are ess far stability and must be duplicaae4,ot both ends of the truss system. '°' Frame 5 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle together and cause collapse it there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord her purlins ai a attached to the topside of the top chord. 30 is r�� . 2 0 .0• Continuous Top Chord Lateral Brace Required Alt achment Regt.iled f OTr ?0'(OBs) a sses SpF 2' WARNING: ' Failure to follow these recohlmendatlons could result in 'severe personal Injury or darnage to trusses or buildings, 30" or greater Continuous rop Chord Lateral Brace Required Attachment Required 10' or Greater Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing, Top chords that ale laterally braced can buckle together and cause collapse it there ie no diago- nal bracing. Diagonal bracing ehou Id be nailed to the underside of the top chord when purlins e attached to the topside of the top chord. SPAN Up to 28' Over 28' - 12' Over 42' - 60' Over 60' OF - Douglas Fir -Larch HF - Hem -Fir ConanuoL,s Top Chord Llace 12 --, 4 or greater . MINIMUM PITC1i DIFFERENCE TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP/DF SPFIHF 17 12 9 6 See a registered professional engineer fWARNINGc Failurefo follow these recommendationsCouid result in severe' personal Injury or..damage to trusses or buildings. SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces - - - -, lapped at least 2 trusses. r� Frame 3 DF - Douglas Fir -Larch fiF - Hem -Fir — All lateral braces lapped at least 2 trusses. 5 l 12 � Continuous Top Chord Lateral Brice Required 10" or Aitach:'ren Required SP - Southern Pine SPF - Spruce -Pine -Fir s/ , PITCHED TRUSS Top chords that are laterally braced can buckle together and cause collapse if there isno diago- nal bracing. Diagonal br acing should Le nailed 10 the under side of the top chord .vhen purlins are attached to the topside of the top chord. scIssolis TRUSS TOP CHORD TOP CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING (DBS) SPAN PITCH SPACING(LBS) # trusses • 1 • 15 Up to 32' 4/12 8' 20 Over 32 - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer Top chords that ale laterally braced can buckle together and cause collapse it there ie no diago- nal bracing. Diagonal bracing ehou Id be nailed to the underside of the top chord when purlins e attached to the topside of the top chord. SPAN Up to 28' Over 28' - 12' Over 42' - 60' Over 60' OF - Douglas Fir -Larch HF - Hem -Fir ConanuoL,s Top Chord Llace 12 --, 4 or greater . MINIMUM PITC1i DIFFERENCE TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP/DF SPFIHF 17 12 9 6 See a registered professional engineer fWARNINGc Failurefo follow these recommendationsCouid result in severe' personal Injury or..damage to trusses or buildings. SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces - - - -, lapped at least 2 trusses. r� Frame 3 DF - Douglas Fir -Larch fiF - Hem -Fir — All lateral braces lapped at least 2 trusses. 5 l 12 � Continuous Top Chord Lateral Brice Required 10" or Aitach:'ren Required SP - Southern Pine SPF - Spruce -Pine -Fir s/ , PITCHED TRUSS Top chords that are laterally braced can buckle together and cause collapse if there isno diago- nal bracing. Diagonal br acing should Le nailed 10 the under side of the top chord .vhen purlins are attached to the topside of the top chord. scIssolis TRUSS MINIMUM SPAN PITCH U. to 32' Over 32' - 48' Over 48' - 60' Over 60' 4/12 Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. WEB MEMBER PLANE • BOTTOM CHORD PLANE 1 I WARNING.' Failure to follow these recommendations could result fn severe personal Injury or damage to trusses or buildings. G 0 0 12 - 1 4 or greater Permanent continuous lateral bracing as specified by the truss engineering. %). 0 . Frame 4 BOTTOM CHORD DIAGONP L BRACE SPACING (08 [ft trusses] —.- frii.E_. 15 15' 20 15' 10 7 3/12 15' 6 4 See a registered professional engineer OF - Douglas Fir -Larch SP - Southern Pine HE - Hem -Fir SPF - Spruce - Pine -Fir All lateral braces lapped at feast 2 trusses. Cross bracing repeated at each end of the building and at 20' intervals. SUPPORTINR TRUSSES VALLEY 1RUSSES 1INIMUM GRADE OF LUMBER .C. 2x4 No. 2ND 19. SP L - C. 2X4 No. 2ND 19 SP !ebs 2X4 No. 3 19 SP OADING L (PSF "OP 30 15 , 3OTTOM 0 10 SSPACING:24 In O.C. STA \DARD PARTIAL ROOF LAYOUT Supporting Truss STR. INCR.: 337. DRAWN BY: P.G. CHECKED BY: J.A.I. REP. STRESS :YES 12 pitch 4 to 7 TPI -92 Crit. 5F BC- 9S Revised: 7/7/94 ROOF VALLPY 3HTA.IL Volley trusses at 2' -0" o.c. mox. 6" wedge nailed to truss w /2 -8d toe nails or bevel cut bottom chord of valley truss. , 1 2x3 (typ) Strop 0 48" • o.c. see note (c) below 3 NOTES: (a) Provide continuous bracing on verticals over 6' -3 ". Connect bracing to verticals w /2 -8d nails and bracing must be tied to a fixed point at each end. (b) Max. spacing for vertical studs= 8' -0" On trusses with spons over 24' -0" the vertical should be spaced at 6' -0" o.c. mox. Conn. for wind uplift w/ min. 1 1/4 ", 16 ga. twist strop at 4' -0" intervals w /4, 10d nails each side of strop. Mox 120 rnph wind speed, 20' -0" mox wolf height. (ASC-7 /8 3 ( c) 3x6 spl. (typ) Supporting trusses at 2' -0" o.c. rnox RV. 4I3 0I96 JA StgGI MiTek Industries Inc. 5x6 spl. (typ) •Note: Plywood sheathing may be extended below valley trusses. Provide opening for straps to connect to trusses below. JAN O F Approved for MiTek Industries Inc. See note (a PREPARED 0Y I.CAVI Ofl:1C.£_ 4x4 S- VAL'- f.D'M; == <<< <ACES -32 Ver. 1.0>>>> [ 000005 ] <<< <MARTINE Customer STAND Tue Project # PIGGY Truss ID : H1 Fami Span 34 -0 Quantity : 1 Top .!.c _ CT P21,2Au1J( ( ^_<4 0) -.AT Tot' (_11ct?..D @ rlA o .c . GCNr). / 1- 1 0,1 N • '��, �� C `i� �3 f 2L✓�� IL OADING (PSF L OTT 3 0 10 YL Q i'h P") 12 11 1X4 3X4 3X8 3X4 - 1 - ' - (1= 7 I CA P1 Ca (11 }-OP TR,U $ (0.7. S,) Z TRUSS>>>> Dec 17 11:24 :36 1996 Pitch : 3112 MAXIM Ur1 V41z' W VI1T cjt (z46 • 4! o" W t q 2) C '' `n i Vrei'Cs ,), <4 I 4V o. c 4 D t'J T Tr". 1X4 MAX STRESSES MINIMUM GRADE OF 1.1_1N1'B R TOP 3 -4 =0.993 TOP CHORD: * ��P -TQV45 BOTT 8 -9 =0.739 BOT CHORD: s LL.DEFL. @10 =0.23 < L/360 WEBS 7 _ -1 TR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING • 24.0 in.;o. c. EPETITIVE STRESSES USED NO. OF MEMBERS = 1 USS CHECKED FOR 110 M.P.H WIND,WALL HGT. 15 FT,BLDG. CATG. I,EXP. CATG. C,10(5+5) PSF DL,0.00 MILES FROM"OCEANLINE(ASCE7 -B8). RTES ARE MITE< M20- 258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) .ATE MUST BE INSTALLED ON EA, FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOW'N)DESIGN CONFORMS W /NDS DESIGN SPECS, BOCA,TPI -91 :S DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT CRENGI,N'EE TOP CHORD CONNECTION 5'0" JACKS - 4,8 -0 NAILS as & 1'0" JACKS - 2,8 -D NAILS 3X4 12 MIN, P - 2.5I MAX. P - 10 BOTTOM CHORD CONNECTION: 2,8-D NAILS 1 3X4 LOADING L (PSF) TOP 30 15 BOTTOM 3 10 SPACING ; 24' 0.C. COMMON JACKS REACTIC4 - SIZE 1 - -503 3 . 5 4- -420 1 3 - -405 1 MINIMUM GRADE OF LUMBER T.C. 2X4 No.2 19 SP B.C. 2X4 No.2 19 SP Webs 2X4 No,3 19 SP 5 -5 -6 SIR. INCR. , 33 DRAWN BY , TAN CHECKED BY 1 JAI REP. STRESS, NO 7'0" CORN 2 OPTIONAL 16.97 3X4 VERT, P r Ad TPI- 95 . Grit. SF6C 2 2X3 5 9 -10 -12 CORNER JACK NOTE TI-CS DESIGN HAS BEEN CHECKED WITH 120 tPH WI..O LOAD, WALL HEIGHT :0 FT r,AX. PROVIDE FOR UPLIFT AT BEARING WALL CONNECTIONS I )53 LBS AT COMMON JACES & 253 LES AT CORNER J -C( sE.T 4 -5-6 J M1Tek Industries Inc, CORNER JACK COMMON JACK (TYP)Th PARTIAL ROOF LAYOUT ,- DOUBLE BEVEL CUT AT THE END OF TOP AND BOTTOM CHORDS, 2X3 3 3X4 • Approved for D H. l i ' IF!C :. STATE OF f� <r�fryk ', ... ENC. Df3t, H:M4, CONN, FOR 459 ANN. REACTION M0 55o # U'ufT 4 RGAcTIoN CDT DS/2,) (Gt,t4P REQ'D) 'rGVERNANG 1NG (PSF) L D 3a 15 O M, a 10 :NO 29 Inch OC, No2ND 19 SP No,2 19 SP 'ro 2D 19 SP ' 19 SP 1 19 SP No, 1D 19 SP NDSS 19 SP SS 19 SP DSS 19 SP GRADE OF LUMBE9 2X4 N'o2N'D 19 SP 2X4 No2ND 19 SP 2X4 No2 19 SP MAX OVERHANG `.WITHOUT RETURN G OF 10 PSF SCFFIT LUMBER 2X4 2 -9 -1 3 -0 -2 3 -1 -11 3 -3 -3 3 -7 -3 3 -8 -1 3 -8 -10 • VUV OVERHA TPI -92 Cr1, SSBC -91 STR, I JCR, � 33 4 DRAWN BY U,A, CHECKED BY J AI REP, STRESSt YES J M1Tek Industries Inc, Np: 3620 Approved for M Voos :uslrles Inc. . . i 2X6 4-0-11 4 -4 -7 4 -5 -6 4 -7 -15 4 -9 -10 5 -6 -12 5 -9 -3 5 - 10 -7 OS. 5T ': �c OPTIONAi_ RETURN LEDGER BOLTED TO THE T1E BEAM (BY BLDR) 2X1 3 -0 -12 3 -3 -2 3 -3 -2 3 -4 -13 3 -6 -7 4 -0 -13 1-2-7 1-3-5 OVERHANG WITH RETURN 2 PSF SOFFIT 2X6 1-2-9 1-4-11 1-8-12 4 -9 -11 3 -0 -9 5 -2 -5 6 -0 -4 6-3-1 6 -5 -7 = = =« «ACES -32 Ver. 1.1»» [ 003703 ] « «MARTINEZ.TRUSS» » Customer : STEFAN- BIANCALANA.ADD Mon Aug 10 14:31:08 1998 Project #: 98072891 Truss ID : T1 Family # : 104 Span : 26 -11 Quantity : 1 Top Pitch : 7.875/12 _ = B(d(10/16/1997),v1.1 1- 2 = -2084 2 -3= -1731 3.4= -1732 4 -5= -1732 5 -6= -1731 6 -7= -2084 PROVIDE FOR 767 LBS UPLIFT PROVIDE FOR 767 LBS UPLIFT PROVIDE FOR 422 LBS HORIZ. FORCES - GRAVITY LOADS 7 -8= 1718 2- 9 = -322 8-9= 1078 3- 9 = -403 9 -1= 1718 4-9= 840 4-8= 840 5- 8 = -403 6 - 8 =-322 1 -0 AT JOINT 1 (0.49) AT JOINT 7 (0.49) REACTION AT JOINT 1 4 -6 9 -1 -7 4 -6 4 -7 -7 9 -1 -7 9 -1 -7 L. HL TO PK:16 -1 -3 LEFT HEIGHT:0 -4 -4 SPAN:26 -11 LOADING (PSF) L D TOP 30 15 BOTT 0 10 MAX STRESSES TOP 3 -4 =0.624 BOTT 7 -8 =0.679 LL.DEFL. @8 =0.08 REACTIONS - SIZE 1 = -1574 3.50 7= -1574 3.50 13 -5 -8 17 -9 -9 4 -4 -1 4 -4 -1 414 17 -9 -9 8 -8 -3 22 -5 26 -11 4 -7 -7 4 -6 26 -11 9 -1 -7 STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 1 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP < L/360 WEBS :2X4 No.3 19 SP All .,fr1 R. HL TO PK :16 -1 -3 RISE:9 -2 -4 RIGHT HEIGHT:0 -4 -4 4EB 4 -9; 4 -8 BRACED at 1/2 POINTS AS SHOWN ABOVE lote:Use 1x4 or 2x3 Cont.Bracing conn.w /2 -8d nails,or T -brace of same size and grade as web conn. to narrow face w /10d nails 6 in. o.c RUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-93). )EFLECTION(IN.) L.L= 0.08,D.L= 0.07,T.L =0.14 'LATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) 'LATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WH1CH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. = = =« «ACES -32 Ver. 1.1 »» Customer : STEFAN- BIANCALANA.ADD 003706 ] Project 4: 98072891 Truss ID : H131 Span : 26 -11 Quantity : 2 _ = BLd(10/16/1997),v1.1 1 -2= -2086 2-3 = -1739 3 -4= -1450 4 -5= -1450 5 -6= -1739 6 -7= -2086 PROVIDE FOR PROVIDE FOR PROVIDE FOR FORCES - GRAVITY LOADS 7-8= 1720 2- 9 = -324 8 -9= 1600 3 -9= 558 9 -1= 1720 4 -9= -250 4- 8 = -250 5-8= 558 6 -8= -324 767 767 284 1 -0 LOADING (PSF) L D TOP 30 15 BOTT 0 10 LBS UPLIFT LBS UPLIFT LBS HORIZ. AT JOINT 1 (0.49) AT JOINT 7 (0.49) REACTION AT JOINT 1 1 1 4 -6 9 -0 13 -5 -8 17 -11 4 -6 4 -6 4 -5 -8 4 -5 -8 9 -0 9 -0 4 /S4 L. HL TO PK:10 -9 -3 LEFT HEIGHT:0 -4 -4 SPAN:26 -11 MAX STRESSES TOP 1 -2 =0.563 BOTT 7 -8 =0.685 LL.DEFL. @8 =0.07 17 -11 8 -11 REACTIONS - SIZE 1 = -1574 3.50 7 = -1574 3.50 3)�4 « « MARTINEZ.TRUSS» » Mon Aug 10 14:31:10 1998 Family ## : 314 Top Pitch : 7.875/12 4 1 22 -5 1 26 -11 1 1 -P 4 -6 4 -6 26 -11 9 -0 R. HL TO PK :10 -9 -3 RISE:6 -3 -2 RIGHT HEIGHT:0 -4 -4 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP < L/360 WEBS No. STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-93). DEFLECTION(IN.) L.L= 0.07,D.L= 0.06,T.L =0.13 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TAI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER AUG 1993 - - --,« «AcES -32 Ver. 1.1> >>>===== = [ Customer STEF Project #: 9 A N - BIANC'AL A AD 00 3705 8072891 ]______« «MARTINEL.TRUSS == 61d(10/16/1997),vt 2611 - - -' Truss ID 314 FORCES - —_ - -- Quantity : 2 Mon 1- 2 = - 2086 GRAVITY LOADS — _ °____ __ _ _ __ _ _ Top P'tch Aug 10 14:31 7 - 8 - — — Z' op _ _ Pi 314 2-3 =-1739 8 -9- 1720 2-9=-324 REACTIONS - - - -_- -- _ 7.87 1600 3-9= 4-5 =-1450 9 1= 1720 4-9=-250 558 1= 1574 SIZE _ — 5 ' 6 = - 1739 4-8=-250 7 =-1574 3.50 6- 7 = -2086 5 -8= 558 6- 8=-324 PROVIDE PROVIDE FOR 767 LBS UPLIFT AT JOINT 1 PROVIDE FOR 767 LBS UPLIFT AT JOINT 7 (0.49) p O 284 LBS HORIZ. REACTION AT 1 1 -0 4 -6 4 -6 9 -0 9 -0 9 -0 4 -6 1 3 -5 -8 4- 5 -8 8 -11 26 -11 9 -0 L. HL TO PK•10 -9 -3 LEFT HEIGHT: 0 -4 -4 __ __ _ LOADING = __- _____ - -- SPA N: 2 6-11 TOP 3 L (PSF) MAX STRESSE - _= = == -RISE_ 6_ 3 -2 R • HL TO BOTT 0 15 OP 1 - - -___ -_ RIGHT HEIG HT�_4 -4 PK 10 -9- 0 10 BOTT 7 -8= 563 MINIMUM GRADE ____ °___ =� __ LL.DEFL. 0 ' 68 5 TOP C HORD:2X4 OF LUMBER 19 SP STR.INC.: LUMB -________ Q8 =0.07 < L/360 w�BSCHORD:2X4 No.2ND 19 SP REPETITIVE STRESSES USED PLATE- ________ _____ USED = 1 • 33 - _______ -_ :2X4 No 3 o. c. TRUSS CHECKED FOR 110 MPH WIND _ S PACING - - __ DEFLECTION(IN.) L.L= 0.07,p ENCL.BIDG. + - -n _ ° _ _ _ - PLATES ARE MIiEK M20 ,GA HGT. 9 NO. OF M EMBERS 1 1 - - LD,EN CL FT,BLDG. C PLATE MUST BE 249.200 MANUFACTURED CAT. I,EXP. CAT. C, 10(5 +5) PSF DL, 00 THIS DESIGN IS FOR ON EA. FROM ASTM S. MI FROM OCE1NLINE(A R TRUSS FABRICATION OF JOINT,SYMMETRICAL6YGRD A GALVANIZED SCE7- 43) AB OF JOINT (EXCEPT ST EEL(EXCEPT PERMANENT AND TEMPORARY BRAC HI CONFORMS SHOWN) DESIGN SPECS, BRACING(WHlCH IS ALWAYS REOD)CONSULT BLDG SSBC,ANS! /Tp!-95 G A RCHITECT OR ENGINEER AUG 19% «ACES -32 Ver. 1.1»» [ 003697 ] Customer : STEFAN- BIANCALANA.ADD Project #: 98072891 Truss ID : H91 San 26 -11 ==Bld(10/16/1997),v1.1 Quantity 2 1- 2 = -2086 2 -3 =-1739 3.4= -1450 4 -5= -1450 5 -6= -1739 6- 7 = -2086 PROVIDE FOR PROVIDE FOR PROVIDE FOR FORCES - GRAVITY 7 -8= 1720 8 -9= 1600 9 -1= 1720 767 LBS UPLIFT AT JOINT 1 (0.49) 767 LBS UPLIFT AT JOINT 7 (0.49) 284 LBS HORIZ. REACTION AT JOINT 1 1 -0 I I 4 -6 4 -6 LOADING (PSF) TOP 30 15 BOTT 0 10 LOADS 2 -9= -324 3 -9= 558 4 -9 =-250 4- 8 = -250 5 -8= 558 6-8= -324 9 -0 9 -0 1 XS4 { 9 -0 1 13 -5 -8 4 -6 4 -5 -8 44 3R8 L. HL TO PK:10 -9 -3 LEFT HEIGHT:0 -4 -4 SPAN:26 -11 17 -11 8 -11 MAX STRESSES TOP 1 -2 =0.563 BOTT 7 -8 =0.685 LL.DEFL.c8 =0.07 < L/360 REACTIONS - SIZE 1= -1574 3.50 7= -1574 3.50 1 17 -11 4 -5 -8 34 « «MARTINEZ.TRUSS » » Mon MoniAug #10 ; 14:31 :05 1998 Top Pitch : 7.875/12 22 -5 1 26 -11 1 1 -Q 1 4 -6 4 -6 4)�4 3/5 s .� 4X5 328 1 26 -11 9 -0 114 R. HL TO PK :10 -9 -3 RISE:6 -3 -2 RIGHT HEIGHT:0 -4 -4 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-93). DEFLECTION(IN.) L.L= 0.07,D.L= 0.06,T.L =0.13 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(£XCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. AUG 1998 = = =« «ACES -32 Ver. 1.1 »» [ 003696 ] Customer : STEFAN- BIANCALANA.ADD Project 4: 98072891 Truss ID : HG71 Span : 26 -1 Quantity : 2 _ = B1d(1O/16/1997),v1.1 1- 2 = -4989 2- 3 = -4748 3.4 =-3970 4 -5 =-4917 5-6= -3970 6 -7 =-4748 PROVIDE FOR 1876 LBS UPLIFT AT JOINT 1 (0.60) PROVIDE FOR 1876 LBS UPLIFT AT JOINT 8 (0.60) PROVIDE FOR 216 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFT, Y = TOP):[ j3= 3, 2. 5] ,[j6= 3,2.5],[j9= 4,2],[j12 =4,2], 1 -0 3X5 +4 7 -8 =-4989 LOADING (PSF) L D TOP 30 15 BOTT 0 10 LOADING STRESS INCREASE LUMBER PLATE 1 1.33 1.33 1 1 3 -6 7 -0 11 -0 -15 15 -0 -1 3 -6 3 -6 4 -0 -15 3 -11 -3 2X3 WEDGE 7 -0 8 -9= 4121 9 -10= 4917 10 -11= 4917 11 -12= 4917 12 -1= 4121 1X4 2 LOADING TYPE UNIFORM CONCENTRATED FORCES LOAD CASE #1 2-12 = -180 3 -12= 2088 4 - 12= -1410 4 -11= 180 4 -10= 0 5 -10= 180 7X6 3 REPETITIVE STRESSES NOT USED 1- 3= 90 9= 787 3X8 4 B 5)l� 2)4 { 11 -0 -15 15 -0 -1 7 -0 4 -0 -15 3 -11 -3 L. HL TO PK:8 -4 -8 LEFT HEIGHT:0 -4 -4 SPAN:26 -1 MAX STRESSES TOP 1 -2 =0.791 BOTT 11 -12 =0.874 LL.DEFL.@11 =0.17 PANEL(PLF) / JOINTS(LBS) 5 -1410 6 -9= 2088 7- 9 = -180 19 -1 1 22 -7 26-1 1 -n 4 -0 -15 3 -6 3 -6 3 64 7X6 3)R 5)�8 19 -1 4 -0 -15 « «MARTINEZ.TRUSS » » Mon Moni # 14:31:04 1998 Top Pitch : 7.875/12 REACTIONS - SIZE 1= -3139 5.00 8= -3139 5.00 26 -1 7 -0 1X4 7 2X3 WEDGE ---4 R. HL TO PK :8 - - RISE:4 -11 -6 RIGHT HEIGHT:0 -4 -4 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP < L/360 WEBSCHORD:2X4 No.2ND SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 5+3X5 3- 6= _ 7 6- 8= 90 8- 9= 20 9-12= 45 12- 1= i /( U G 1998 CHORD: 3 -4; 4 -5; 5-6 TO BE 2X6 No.2ND 19 SP WEB 4 -12; 5 -9 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w /2-8d nails,or T -brace of same size and grade as web conn. to narrow face w /10d nails 6 in. o.c TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-93). DEFLECTION(1N.) L.L= 0.17,D.L= 0.14,T.L =0.32 • PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. = == ««ACES -32 Ver. 1.1 »» [ 003698 ] Customer : STEFAN- BIANCALANA.ADD Project #: 98072891 Truss ID : CJ7 Span : 9 -10 -13 Quantity : 4 _ = BId(10/16/1997),v1.1 FORCES - LOAD CASE #1 REACTIONS SIZE 1 - 2= -745 4 -5= 670 2 -5= 119 2 -3= 0 5 -1= 670 2 -4= -745 = - 813 3.50 4 3 - 4= -397 4= 813 3.50 PROVIDE FOR 619 LBS UPLIFT AT JOINT 1 (0.95) PROVIDE FOR 771 LBS UPLIFT AT JOINT 4 (0.95) PROVIDE FOR 311 LBS HORIZ. REACTION AT JOINT 1 LOADING L (PSF) D TOP 30 15 BOTT 0 10 LOADING STRESS INCREASE LUMBER PLATE 1 1.33 1.33 1-5 REPETITIVE STRESSES NOT USED 4 -11 -6 4 -11 -6 4 -11 -6 4 -11 -6 L. HL TO PK:10 -10 -15 LEFT HEIGHT:0 -4 -4 SPAN:9 -10 -13 1X4 LOADING PANEL(PLF) / JOINTS(LBS) TYPE UNIFORM 1- 2= 57 2- 3= 165 4- 5= 37 5- 1= 13 « «MARTINEZ.TRUSS » » Mon Aug 10 14:31:06 1998 Family ## : 204 Top Pitch : 5.568/12 9 -10 -13 4 -11 -6 9 -10 -13 4 -11 -7 RISE:4 -11 -6 RIGHT HEIGHT:4 -11 -6 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 2 - 3 =0.797 BOTT 4 -5 =0.337 TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP LL.DEFL.@5 =0.01 < L/360 WEBS :2X4 No.3 19 SP SPACING • 24.0 in. o. c. NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. 1,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). )EFLECTION(IN.) L.L= 0.01,D.L= 0.01,T.L =0.03 )LATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) >LATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. AUG 1X4 3X4 4 1998 = = =« «ACES -32 Ver. 1.1 »» [ 003699 ] Customer : STEFAN- BIANCALANA.ADD Project #: 98072891 Truss ID Span : 1 -0 Quantity _ =Bld(10/16/1997),v1.1 FORCES - GRAVITY LOADS REACTIONS - SIZE 1 -2= 0 3 -1= 0 1= -149 3.50 2 -3= 0 3 = -7 3.50 2 = -32 1.50 PROVIDE FOR 134 LBS UPLIFT AT JOINT 1 (0.90) PROVIDE FOR 42 LBS UPLIFT AT JOINT 2 (1.32) PROVIDE FOR 44 LBS HORIZ. REACTION AT JOINT 1 L. HL TO PK:1 -2 -6 LEFT HEIGHT:0 -4 -4 LOADING (PSF) L D TOP 30 15 BOTT 0 10 SPAN:1 -0 MAX STRESSES TOP 1 -2 =0.010 BOTT 3 -1 =0.002 LL.DEFL. < L/360 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED : J1 8 � 1 -0 1 1 - 1 -0 « « MARTINEZ.TRUSS» » MoniAug #10 14:31:06 1998 Top Pitch : 7.875/12 RISE:1 -0 -2 RIGHT HEIGHT:1 -0 -2 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-93). DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSGC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. AUG 1999 = == ««ACES -32 Ver. 1.1 »» Customer : STEFAN- BIANCALANA.ADD 003700 ] Project #: 98072891 Truss ID Span : 3 -0 Quantity _ = Bld(10/16/1997),v1.1 FORCES - GRAVITY LOADS REACTIONS - SIZE 1 -2= 0 3 -1= 0 1= -259 3.50 2 -3= 0 3 =-27 3.50 2= -122 1.50 PROVIDE FOR 157 LBS UPLIFT AT JOINT 1 (0.61) PROVIDE FOR 139 LBS UPLIFT AT JOINT 2 (1.14) PROVIDE FOR 143 LBS HORIZ. REACTION AT JOINT 1 L. HL TO PK:3 -7 -1 LEFT HEIGHT:0 -4 -4 LOADING (PSF) L D TOP 30 15 BOTT 0 10 SPAN:3 -0 MAX STRESSES TOP 1 -2 =0.166 BOTT 3 -1 =0.034 LL.DEFL. < L/360 : J3 : 8 3 -0 3 -0 3 -0 3 -0 « «MARTINEZ.TRUSS» » Mon Aug 10 14:31:07 1998 Family # : 205 Top Pitch : 7.875/12 3 RISE:2 -3 -14 RIGHT HEIGHT:2 -3 -14 MINIMUM GRADE OF LUMBER TOP CHORD :2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED N0. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-93). DEFLECTION(1N.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /1PI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. SPACING : 24.0 in. o. c. /✓ / 1 i - -, 1995 = = =« «ACES -32 Ver. 1.1»» [ 003701 ] Customer : STEFAN- BIANCALANA.ADD Project #: 98072891 Truss ID : J5 Span : 5 -0 Quantity : 8 _ = Bld(10/16/1997),v1.1 FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2= 0 3-1= 0 1= -369 3.50 2 -3= 0 3 = -47 3.50 2 = -212 1.50 PROVIDE FOR 167 LBS UPLIFT AT JOINT 1 (0.45) PROVIDE FOR 217 LBS UPLIFT AT JOINT 2 (1.02) PROVIDE FOR 224 LBS HORIZ. REACTION AT JOINT 1 LOADING L (PSF) D IOP 30 15 BOTT 0 10 L. HL TO PK:5 -11 -12 LEFT HEIGHT:0 -4 -4 SPAN:5 -0 MAX STRESSES TOP 1 - 2 =0.473 BOTT 3 1= 0.103 LL.DEFL. < L/360 3TR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED 5 -0 5 -0 5 -0 5 -0 « « MARTINEZ.TRUSS» » Mon Aug 10 14:31:07 1998 Family # : 205 Top Pitch : 7.875/12 3 RISE:3 -7 -10 RIGHT HEIGHT:3 -7 -10 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP SPACING • 24.0 in. o. c. NO. OF MEMBERS = 1 RUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-93). %EFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 'LATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) 'LATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. AUG / ar3 = = =« «ACES -32 Ver. 1.1>>» [ 003702 ] « «MARTINEZ.TRUSS» » Customer : STEFAN- BIANCALANA.ADD Project #: 98072891 Truss ID : J7 Mon Aug 10 14:31:07 1998 Span : 7 -0 Quantity 16 Topil = Bld(10/16/1997),v1.1 y : Top Pit 7.875/12 = FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2= 0 3-1= 0 1= -479 3.50 2 -3= 0 3 = -67 3.50 2= -302 1.50 PROVIDE FOR 187 LBS UPLIFT AT JOINT 1 (0.39) PROVIDE FOR 307 LBS UPLIFT AT JOINT 2 (1.02) PROVIDE FOR 315 LBS HORIZ. REACTION AT JOINT 1 1 1 -0 7 -0 7-0 7-0 7 -0 3 L. HL TO PK:8 -4 -8 LEFT HEIGHT:0 -4 -4 SPAN :7 -0 RISE:4 -11 -6 RIGHT HEIGHT:4 -11 -6 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER TOP L D TOP 1 -2 =0.999 TOP CHORD:2X4 No.2ND 19 SP TOPT 3 0 10 BOTT 3-1< =0.211 60 B CHORD:2X4 No.2ND 19 SP L/360 WEBS S :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 NO. • 24.0 in. o. c. REPETITIVE STRESSES USED N0. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(1N.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. 1441 = = =« «ACES -32 Ver. 1.1 »» [ 003704 ] Customer : STEFAN- BIANCALANA.ADD Project 4: 98072891 Truss ID : T2 == Span16/1997),v14 -8 Quantity : 2 .1 1 -2 =-329 2 -3 =-171 3-4 = -171 4- 5 = -329 FORCES - GRAVITY 5-6= 0 6 -1= 0 LOADING (PSF) L D POP 30 15 BOTT 0 10 LOADS 2-6= 147 3 -6 = -11 4-6= 147 PROVIDE FOR 254 LBS UPLIFT AT JOINT 1 (0.72) PROVIDE FOR 254 LBS UPLIFT AT JOINT 5 (0.72) PROVIDE FOR 4 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFTY= TOP):[j2= 3,2],[j4 =3,2], 1 L. HL TO PK:2 -9 -5 LEFT HEIGHT:0 -7 -12 SPAN:4 -8 2 -4 2 -4 2 -4 2 -4 REACTIONS - SIZE 1= -351 3.50 5 = -351 3.50 1 { 4X4 3 3X8 MAX STRESSES TOP 2 -3 =0.143 BOTT 6 -1 =0.019 LL.DEFL. 'd6 =0.00 < L/360 4 -8 2 -4 4 -8 2 -4 « « MARTINEZ.TRUSS» » Mon Moni # 10 14:31 :08 1998 Top Pitch : 7.725/12 { -0 { 5 4 R. HL TO PK :2 -9 -5 RISE:2 -1 -12 RIGHT HEIGHT:0 -7 -12 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 30TH END VERTICALS ARE NOT EXPOSED. IRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FRCM OCEANLINE(ASCE7 -93). )EFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 >LATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASIM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) >LATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, S°BC,ANSI /TPI -95 HIS DESIGN 1S FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. 1985" AUG 19 N DATE. 12EVISE1) APPROVED _1 . _ j__ °?x A-. jv NIP SET SPACING ATIFANTION BUILDERS ALL DIIEMSIONS, OVERHANGS, PiTCHKS, ETC. TO BE CHECKED BEFORE ORDERING TRU;ks. IT ES YOUR RPONSIBILITY TO CHECK OUR TRU%' PLAN! DO NOT CU? OR ALTER TRUE! tk1RTlN TRU WIPANY WILL NOT HONOR CLAM OR BACK CRAKES MO AUTHORIZED BY OUR OFFICE IN i1RITT1NC! ( TRUSS LOADING CONDI [IONS ROOF FRUSSES T FLOOR (BUSSES TOE' CHCRD L 1 UE : 0.0 I TOP CHORD L1 BY CHORD DEAD: 150 NCP CHORD GERD. 60 r Tom CF GRD DEN): 10,0 DOT TGt'•1 CHCRD DUD. TOTAL LCD .PSF1 55.0 TO TE_ LEAD IPSF) S 1RESS It kE)SE. - 1 33 S TRESS INCREASE: 1} 11211SS SVSfE11 I>IiS btENl CESiCSED Witii i_I;i;QS c,E.NtRiiiE0 ay 1t314i 14Iht1S LIS!NG 5.0 PSF IC? Gf310 LEf 1.0 10 ri D 5.0 PSF 80T11)11 ()OD CCM (11 5 1I11ES FRCJ1 (:EfJ& I' CRr 1. E :tP. C iF,SC1: 7 -881 c1 i f7 13 — 15 ALL "rRU% SPACING 21" 0. C UNLO OTHERWISE SPECIFIED NOTE: LABELING TRUSSES IS ,S s>~liVlcE, Nor A RErUIREl1ENT. THERE/012E , I T tS TI{ I 3 PON31t31I.ITY OIL THE 13UILDER TO USE rl�� E,ru I , E,);R I,11(, DRAWINGS MIEN ERECTING TRUSSES. IN CASE OF DISCREPANCIES DElliF,FN TRUSS MA1 kI AND ENG. DRAWINGS THE ENG. DRAWINGS PREVAILS. O 4 fir ROOF TR! LAYOUT. ," - i I)`lc ?, .ALE: '3/16" 1 ' -0- 0:)0 + , ;tit1''i Pp,9ti (2 A 3M 3M • ( f fit /l �. /./ I.V.. e t t ,? 1/ M rHi� to ;:4 _r i; ( ' iE S(a € FCR ffttR: cF i [PUS S , P+1) ',r .1S ill [ b 1 � [ ,7 ,li�S fiROil iEC { U o11j .`� }7 S �, �,jf S, :VJ•CA f�'N 1:CXt CF fl4S _f ft.F;. i1 LEFLIPE COI !.SUSSES VAL ;£ 11 , t ,t1 1 G."+Ol f 1INS 10 : SI ra.t'_;f` NV At :fS111 :A fisIM C/r aS 10 YI)1 f;rf f. f UL S'R'E •I fliffil ;' 4I 17'4' AFPRO Q tRl ;,7 ANCth:R 3Y 8l1LCL+A SQVAAS CUT Olt EAt1AN•C HF.'HL ALIGHT= d ui sr rOP Eli NUN 301 kiN �t� tlEY lL' b' 4 4-•• r ICPOP r.3 '1'YP. ROOF 'TRU END DE'1't1IL. J 40 DDIES : 9301 N. E. 9 PL. MIAMI:SHORES, FL D V VIEW tilli1NM TRUSS CO., INC. p6.883-6261 9260 ,N 1 SOJTI 11111 01. IUAMU. t 33161 C 290 L N6RTL1Ex !AI (3OS)8 .2925 STEFA O `I r 1 R A C T O R S - � P�01E( 1 � - -- c D _28 -9�3 a DA/ _ — �'� ai r. :1)7 'I' L -- Sc�u : ,1S Silo�yV �� lid LUIS 1 3 1N(;A[,ANA ADD. otArL�c ,�I>f� -- 98072841 •1. aiami Jhores R L O q I O A PLANNING BOARD AGENDA OF March 19, 1998 Name of Owner /Applicant Mr • & Mrs. Luis Biancalana Miguel Gonzalez /Pedro Infante Name of Architect/Contractor IG Group Address of Property, and/or Legal Description 9301 Pd. E . 9th Place Nature of Request Approval of plans for addition. Present Zoning R -20 Area of Present Building Area of Proposed Addition Total Area Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code : Front Side Rear Setbacks Provided : Front Side Rear Variances/Zoning Change See Section 523 (attached) . Council Action Required Planning Board Action APPROVED 3/19/98 Council Action 4,,k tUUV ITEM NO. 5 Phone No. Phone No. Director of Building and Zoning Planning & Zoning March 19, 1998 Page 2 1 ITEM #4 APPROVAL OF FRONT AWNING Greg Nichols 440 NE 92 Street 1 1 1 Mr. LuBien clarified that the application was before the Board for aesthetic reasons and due to the projection from the front of the building. The awning would extend 6' 3" from the building. Mr. Nichols was present on his own behalf, describing the location of the awning. Mr. F. Hegedus expressed concern as to whether the awning meets the wind load criteria. Mr. LuBien stated that information had not yet been supplied to the Building and Zoning department. Mr. Maurice Hugh, from Germain Awnings Co, stated that the company would meet all Dade County Building Code requirements. Mr. I. Hegedus moved that the application be approved with a second from Mr. F. Hegedus. The vote was unanimous in favor. 1 ITEM # 5 APPROVAL OF PLANS FOR ADDITION Mr. & Mrs. Luis Biancalana 9301 NE 9` Place Mr. LuBien presented information regarding the nature of the application noting that the item was before the Board due to the uniqueness of the addition as well as the harmonious aspect. Mr. Luis Biancalana was present on his own behalf noting that the addition would upgrade the home as well 1 as improve the value. Mr. F. Hegedus asked for clarification on the existing garage. Mr. LuBien replied that the existing garage will be demolished. Maria Biancalana further explained that the plans i show a carport that extends the line of the house. When the existing garage is demolished, the 1 driveway will be extended. Discussion regarding the wood siding that exists on the current building and what may be applied to the new addition ensued. It was concluded that the addition would be of masonry construction with simulated wood siding. Mr. F. Hegedus moved to approve the application as submitted. Mr. I. Hegedus seconded the motion. The vote was unanimous in favor. ITEM #5A REQUEST FOR APPROVAL OF PLANS FOR GARAGE AND CARPORT ENCLOSURE. Tousha Cox 42 NW 92n Street Mr. LuBien explained that there is an existing carport and garage which the applicant would like to enclose. Mr. Blum inquired as to the need for flood elevation with the lower floor of the garage. Mr. LuBien replied that the floor will be elevated. It was noted that there would be no outside access and there would be adequate off- street parking. 1 Mr. F. Hegedus moved to approve the application as submitted. Mr. I. Hegedus seconded the 1 motion. The vote was unanimous in favor. Section 523. [Quality of buildings generally.] All buildings shall be generally harmonious in character and appearance, including exterior color, with existing buildings in the neighborhood and shall be appropriate to their surroundings. In the event that an application is made for a building permit for the construction of a building, or the performance of work on an existing building, that, prima facie, would be inharmonious or inappropriate in the manner indicated above, such permit shall not be issued except on recommendation by the planning board and approval by the village council, as provided in Article VI. (Ord. No. 503, § 2, 1 -6 -87) # •• 16 v( a. c 42' . L JU ?AAA-1 fri o )2 `--) Arch c_13 16 6RouP 5;z(-13 Sw 6 3 C_IT , P I 33)S - c f 1TN : M t (; oe- L loo�(7J�L Z PE--) go rat FAni 1` 13 SC( J• a so- o ►n 0 VIM 11- I-AULVW. • El R CI • WEE3T _LEVA-T( 1/4.1! d nor I sT AD b)T ;0A) G��' -� Cam"l ► �11� cV r2s 1 N • r l { 160c0' t. _ SCTF RAJ 1 �t =30 0 r f Al rdi) re_ cic_3 Tr6 CRc(1 p 55:z`13 ;w 63 Ca 1' -i1i�titi , P /1: L ()Elmo .rt1 PA N TE J P L5F jZES1 D . in 1 2u -,�4J ► j4 : . 1 off' 9b Address Ths. S G:5 . So' v = T1-7z Legal Description 0 '' E -35 /1( 1-6 Pe . /6 Tax Foc sN T c storicall Desi �c,c rrt �3u l�l ��isro� p 3 s p. �ated: c / Tenant Owner's Address 9 3c, f 'I E. • 9 -1L 7 - Contracting Co. S rc= ti1 C 7,14 ti Cs-A-) Qualifier C. c �-t,� , � , State # Municipal # gineer E7 t 7 20 L • - JC- . Bonding Company Mortgagor Permit Type (circle one) WORK DESCRIPTION APPROVED: Zoning Mechanical }'1 PERMIT APPLICATION FO MIAMMII SHORES VILLAGE Square Ft. F X S ature .f veer and/- Con 4 President No . • as to and/or Condo President Date My Commission Expires: QR!CALCALVO iT s ,` ' ;FIFES MAY io,19''9 A rt. • i.j - v f?Cd`iGtNG , � 3' • FEES: PEIJJf RADON Building Date Competency # Address �2 Address Address C.C.F. NOTARY Electrical Yes Master Permit # Phone b B - 436 - ‘° Address 2Z.0 AA} `� j 4/3 L ss# " yo�j • '`j/ '- Ins. Co. 04f �• c a (4C . c/ i / :2 BUILDING ELECTRICAL PLU1 ING MECHANICAL ROOFING PAVING CvEF i E "0/._) G7 WI 5 C7 a • Estimated Cost (value) ('r3 0 n p • r - WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COb AND YOUR FAILURE RESULT IN YOUR PAYING TWICE FOR LNMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCIN CONSULT WTTIT YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) G A pplication is hereby made to obtain a permit to do work and installation as indicated above, and o e attached addendum (if applicable). permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MEC -rtify that all work will be performed to meet the standards of all laws regulating construction • s jurisdiction. I understand that se arate WO . P OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all laws regulating construction and zoning. Furthermore, I authorize the above -nam - . contrac . to doll be .ta compliance with all applicable the • stated. o Contractor or Owner - Builder omrnission Expires: st y,Y PV NORKsk t. '•:'ALVO o rn �,CCUMIss vCC461912 IXP1R80r4 O TI �au " F∎ ' ATLANTIC 00NOING CO.. INC. BOND TOTAL DUE Plumbing — - -- Engineering S 6--14.4, t k � 3 f/91 SIGN Copy of STATE OF FLORIDA CERTIFICATICN (DM) or STATE REGISI"RATION AND DADE COUNTY COMPETENCY LICENSE. Copy of current CCCUPATICNAL LICENSE _:cm county or municipality where :siness is located. Certificate of Ins=urance for LIABILITY (addressed to Miami Shores Tillage). Ce_ :i =icate of Insurance for WORKER'S COMP (addressed to Hiami ShoresViiiage) or if exempt. State of Florida LE; roraa BCf -204, Construction Indust_v Notice of Electicri to to Exempt. Permit Application (signed :y _ erson performing the work, l is _n sed coat_ actor • nd he property owner, both signatures notarized). . Two sets cf plans /drawings 3icned and sealed 5y : ;iatered architect or engineer. Occupancies by Group Classi2icaticn must be en plans and permit application. All plans :rust include folio number and property address. Affended piens, in addition to the above, must also include the permit number. Structural Calculations signed and sealed 'oy architect or engineer when applicable. (f Current survey of the property. ` eLr e -\ SL Certificate of Elevation signed and sealed by Surveyor. Substantial Improvanent5 Checklist (contractor or owner) . 'Fero sets of energy calculations. (:z S!= TS) TWo sets of signed & sealed Truss Plans (Engineer). DADE County or State of Florida Products Approvals or roof materials, sheds, windows, exterior /garage doors, aluminum carports, , sc :eon enclosures, shutters awnings, •nings, sky :i�t;I:�-s,..!: ch dcors and etc. �., - r ova :3 - f yQ :d ? A E. r� L pact Fee S g , ire Department cTealth Degartnent ren ;cp.._c . . ML; _, C 0 E Thu) Warranty Deed or Other Proof of Ownership 1E necessary. Structural Review fie Flood � elevation �p a Ct )o( ,'(t 9 P C' MIAMI SHORES VILLAGE ?t1IEDING AND ZONING 0E2ART: 10050 N. E. 2nd AVENUE 2h. (305) 795 -2204 SAY: (30`) 756 -3972 BUILD LNG 9ERIIIT /CONTRA TORS REGISTRATION CrIEC<L1Sl' g S E AJBMIT EVERYTHING CHECKED OFF Lc_Dif WEE5r i LEVA rou. 01, t , d t30( "4€ 9 roll /aCc-_ MIAMI SHORES VILLAGE BUILDING AND ZONING DEPARTMENT 10050 N. E. 2nd AVENUE Ph. (305) 795 -2204 FAX: (305) 756 -3972 BUILDING PERMIT/CONTRACTORS REGISTRATION CHECKLIST Copy of STATE OF FLORIDA CERTIFICATION (DPER) or STATE REGISTRATION DADE COUNTY COMPETENCY LICENSE. Copy of current OCCUPATIONAL LICENSE from county or municipality where usiress is located. Certificate of Insurance for LIABILITY (addressed to Miami Shores tillage). Certificate of Insurance for WORKER'S COMP (addressed to Miami ShoresVillage) or if exempt. State of Florida LES Form 31 -204, Construction Industry Notice of Election to be Exempt. PLEASE SUBMIT EVERYTHING CHErICED OFF Permit Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarized). . Two sets of plans /drawings signed and sealed by registered architect or engineer. Occupancies by Group Classification must be on puns and permit application. All plans must include folio number and property address. ?mended plans, in addition to the above, must also include the permit number. Structural Calculations signed and sealed by architect or engineer when applicable. Current survey of the property. Certificate of Elevation signed and sealed by Surveyor. Substantial Improvements Checklist (contractor or owner). Two sets of energy calculations . C L S f 'r S Two sets of signed & sealed Truss Plans (Engineer). DADE County or State of Florida Products Approvals for sheds, windows, exterior /garage doors, aluminum carports, enclosures, shutters awnings, skyligtl.t.a, .ire. doors and Approvals - , ADE County Impact Fee Sect Health Depart men • (:she. _ =per =caber: CA Warran Deed or Other Proof of Ownership if nece L/ Structural Review gee Flood elevation ^Men ` , 1So ° roof materials, screen etc. par':nen t & /v. 775 , r✓EG ,b,e, ED /('7& l fT &, /may: 6 " /'sXT w 4'ox y /ee/Af fru /1/1--iy � ,p_av/ eI etoe, 1 44964 ,€ EM1O t 1 `Ae " 7o pt4c . 1 .v(ri • / .sT ;. co.vc A/6W / c - a.. 7*(9 C._0441/7/ OA/ .44.q4 /L-- . M , /0•x3 CD i4 '14 1 ,44 0. 0 • Nzr 61-f6. . ,p,' w _ 3 elOf r S 694'sat‘ft.4. te 41.4.1•3 1.1,-)16 p,;l0C.t 4ibrAti‘Ttec .tr • po j nle 9 ,'ZO i ii:.wp :o 0 1 'tct`6f (;1.1 GI °' 0 . Ern( iriK rob , E�c�. '/• « re,g vi 14. LLarii wauwiatih. wwwowL - - — Hsi. -__ ..s_ s . - - - — - — 5.82 N V. 7l STREET, ;,UI TE 202 Ti � (. � - . (1' I,,ry, (� Y AEP F ONE . 0 5) 22 28 ,Fr �T / 1 �� V . f✓ 1 _iY v L EPNJE i35) 0.:171 AN lJ 1 VV I Y -v LAND SURVEYORS D ,A,At. BY A V . A = A'C . AIR GONDITIOI TER FAD. A E = ANC I TOR EAS 1AEN T. AR - ALUAINUTA RCJF. AS ALuLllNUM S11 .D. ASP i. = A ,PItALT. B C = BLC.CK CORN.-11 BLD 3 = B IILDING. B M = BELCH MARK 3 0 i, = B SIS OF B._AILIN G'S C = CALC FLAT ED CB = CA1CHBASIN C B i= C LNCRETE JLOC K S1FIUCTURL CBS' = CONCRETE E I OCi- WALL CH - CHCRD DISTA 10E CH 3 = C. +ORD BE: rRING CL CL E..R C r =C,AWLINK ENCE C to L = CANAL MAII,TENANCE EASEMENT COI =CONCRE1E C P - COE IC. PORCI I CS = CO( ,CRETE S. D E = DRA.INAGE EAOEIALNT D IA E = GRAINAGE AAIN I ENANCE E 1SE ENI DRF E = LRIVEWAY o = EGRI LS E - LAST E T ' = Et LC1 RIC T AN FORMER P „D EL L / = E. EVAITON E E 1 1CRJACI MEN F F H = FIR; HYDRA F F I F . FC. uND IRON, PIPE Flt =FCUND IROt.ROG FL _. = FI IISHED F. OOR E. EVATION Nib ; ' LOCATION SKETCH 0 0 '4_ &.a@flE YIA_T_IONSAN1 MEANING F .J. D. > FOUND NAIL 3 DISK FEE = FRAME. Fl =FE ET. FtJ;P. = FEDERAL NA ZONAL NSURANCE ROC RAM F J. = FOUND NAIL H = RILL (1 EIGHT). IN 8 EC( = INGRESS ,ND EGRESS EASEb1EN1 L P = L GHT POLE. L E. = LOWEST FLO DR ELEVATION L A E - LAKE MAINTE. NANCE EASEMENT ' _ MINI .TES M = ME ASURED DISI ANCE MJN. = MONUMENT M. H. = 11.AN1EOLE M L = F.IONUMENT LT IE NAP. _ NOT A PART OF, NGVD= NATIONAL GE ODE TIC VERTICAL DA NUM N = NCRTIA N T S NOT TO SCA. E 0 NO = NUMBER OS = (FFSET. 0.1 = CVERHEAD 0 H L OVERHEAD( TILITV LINES = OVERHANG ORB OFFICIAL RE CORD BOOK P.IAT - PAVEMENT PI = P'. ANTER. P L = FROPERTYLRE P C C POINT OF C(- MPOUND CURVE P C = 1 DINT OF CUR . P F. = P )TNT OF TAN( •ENCY. POO = ■ OF COE NMENCEMENT P•3. = POINT OF BE i'NN.NG 7 LEGAL NO1ES TO ACCOMPANY SKETCH OF SURVEY ( SURVEY): EXA.ANA ION OF TI(E AESTRACT OF T ILE + /ILL 'LAVE TO BE MADE TO CETERA INS ;iUM..NTS, IF A 1Y, AFFECTING THE. PRC PERT Y. THIS 1URVEY IS SUBJECT LIMA ATICNS. RESTTIICTi)NS, RESERV iTIOh3 OR EASEMI NTS OF RECORD LE• PR( JIDEI) BY CLIEI,T OR ATTESTING 1ITLE •;OMPANY BOC NDAF.Y SURVE MEANS A DRAWING AN )'OR A GRAPI TIC REPRESENTATION F'EFF ORA'EO IN THE FIEI D. COULD BE DRAWN AT A SHOV,N SCALE ANDOR NO THE 11AB1,_ITY OF TI , E SLRVEY IS LIMITED T.) THE COST C F TI .E SURVEY. THE 1ERt 1 •ENCRO: CEEMENT' FAEANS' ISIBL E AND ABOVE GROUND ENCROACI ARC -i TE( TS SHALL VERIFY ZONING R. -GUL >TIONiS. RESTRICTIONS AND SETBA BE I(ESPUNSIBLE C SUJMITTING PLOT PLANS WITH THE CORRECT IN'FORMAT APF F1DVAL FOR AU HOPIZATION TO AI .THO. LITIES rN A NI W CONSTRUCTION l NO ED. 1 1IS FIRM r ,AS NOT ATTEMPT D IC LOCATE FOC HNGS ANO•OR FOUNT fEE.CE 011NERSHIF NOT DETERMINED 1HE ( NIP LOUD FA PS r.AVE DESIGNA1 ED HE HEREIN DESCRIBED LAND TO E 4 i 0` P.R.0 = POINT OF REVERSE CURVE. PROF COR. = PROPERTY CORNER PB. = PLAT BOOK. PG. = PAGE PWY• PARKWAY. PRIM PERMANEN1REFERENCE MONUMENT P L S = PROFESSIONAL LAND SURVEYOR R.: RECORDED DIGTANCE RR. = RAILROAD. RES. - RESIDENCE FUW. RIGHT -OF -1. AY. RAD. = RADIUS OR RADIAL. R.P. = RADIUS POIL.T. ROE = RANGE. SEC. - SECTION. STY. STORY. SWK. = SIDEWALK = SET IRON PIPE L 3. 0 S = S )UTH, S.N.D = SET NAIL 8 DISK L 3.06044 SP. = SCREENED PORCH =SECONDS T.. 1 1NGENT TWP. = TOWNSHIP U.E.: UTILITY EAS -MENT UTIL. = UTILITY. U.P. UTILITY POL_ W.M.. WATER ME ER. W F WOOD F ENC E W S. WOOD SI IE(( = C _NTRAL ANGI E eV. ='VEST. ENTERLINE =iNGIE INE RECORDED 0 DEDICATIC NS :AL DESCRIP FIONS OF THE SUR..EV WORK TO SCALE I,IENTS CKS AND Tlli. Y 1VIl L ON FOR THE.'R NL ESS OTHE L•ISl ATIONS Situated in `Lone: X Community /Panel /Suffix: Date of ;'im: 03/02/1994 Base Flcod Elevation: Certified to: LUIS BIANCALANA t;ux vey of ME WEST' 1 60.50 FEET OF THE EAS'1' 428.50 FEET OF WP E 3uk)division: PLAT OF GOV'PRNMENT '1- Oh crIoo 5 According to the Plat thereof as recorded in the Plat Book No. 5 at Page No. 90 of the public records of DADS County, Florida. Property Address: 9301 NE 9 PL , MIAMI SHORES, FL 33138 F02: LUIS BIANCALANA Scale l” _ /✓ T`� 101-f J 7 B 0(51 ;4 6tc6•53 41.2 .11.Ccr. °aces3 la — 3f- -if- -) — 36-- TIITlj;ern !! 0.00 x 0.001 SEYEYO1131 NOTESL 1 1 IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAIO PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT THEN BEARINGS ARE REF ERRED 10 COUNTY TOWNSHIP MAPS. 2). IF SHO -'LN, ELEVATIONS ARE REF ERRED TO DAVE COUNrr 8. IAa U— 42 ELEV. 61' I¢ `EET OF N G V D . OF 1929 5044 3). THIS IS A SPECIFIC PURPOSE SURVEY. 4) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1.7500 FT, I HEREBY CERTIFY THAT THIS 'BOUNDARY SURVEY' OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED ANO DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LANG SURVEYORS IN CHAPTER 61G17-6. FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472 027. FLORIDA STATUT ES /6- BY 4 EDKIJE3 IBARRA (DATE OF FIEL0WORX). /��// /, PROFESSIONAL LAND SURVEYOR NO. 0,�1 STATE OF FLORIDA. (VALID COPIES OF THIS SU VEY WILL BEAR THE EMBOSSED SEAL OF TIE ATTESTING LANG SURVEYOR) REVISEDONCON.'i1'. EI,EV'6 `4C b '2/41'3 REVISEDON FOB 17/ i(/,16 1 ✓,�f/t� 120652 - 0093 -J SURVEY No. 97-0004!38 SHEET NO. / OF - Date: 10/02/1997 L5 1 LEG EN121YP1GA.L WOOD FENCE. CHAIN LINK FENCE. c,9.s, WALL (C.8 W.) EXISTING ELEVATIONS. PROPOSED ELEVATIONS :n ..awe isammira aseitials naz— rte as m sum singazaraissa siaaaasi‘ a¢ga 5582 W 711 STREET LATE 202 r.UA,U, FLGFIDA 33126 TELE∎,iONE (305) 220 171 FAX (,25) 55 7822 (*\ DWI 1 !thr :Alt+ LAND SUFIVEYORS BOUNDARY SURVEY Scale 1" _ SURVEY NO SHEET NO. � OF 0k5 9 I /..t./70 ' ) f, I , I 6 " 0 .57 // 4 / C;lite907:—..-- i , • . - ricl _2_ 1,, r-----..__. r V ___i 1 -4- 'I1 At) I jt, ty e7 i ea t -- :I/I 0 4 eEZ•Z;•; ; I •FT r---q„-------e— 4t, ?Ai., e:) ,..„: 711 Il __. „, i 3//x,A ,..e4love ,:iii7:r7,o6” /7(4 1 - -i. i61•1' i61•1' .c.7,-/?-61 7 4 27 - . .i,,tr. II ---1 , -f7 ( - 2 .'J , a f< 6W/6 , .,—" `...t.#1177/A/6. • h` 45.1 .4) ; I; • 0 r 0 0 CO C 0 r e_ • ElTTI t- NE\x) \7 P HIA i , 1 ? ! ' r ? i i , -. ,, ) • 4 4 I j ! • : ! c11-163 LI_ x 1 _ CZyci 114 v-p r; • 9 c ti{ - 1031 ' • i 'It1 }? r;' c t - 103 1 1 u - 31.02 95-• o 03' -- ,-_ ( 1L- 1,IQ31,o"3 9E1 - in31.03 f 1 I,l. 2 ZONING[ iEiI'I3ACKS: zl .Er . r . .__ ; , 1 { Y - • FRON'C SIDE SIDE STREET REAR • ..., • • • 4, ;c • _ fir 4f • r ZONING LEGEND Single Family Sc Duplex [Night (to ridge of root) 41 - e? Net Land Ai ° Lot Coverage (everything under root) /('�:�": 2; ��> t J 1 ¢ ' ' T'TAt s ' 211y f f REQ. In' - (c� 1- cW ;f i 722' r _ • M T PROP 101 -0 1 1 3,7 � 74. c i — • Area adjacent to lake or canal to be graded so as to prevent direct overland discharge of stonnwater into lake or canal. . Lot will be graded so as to prevent direct overland discharge or stormwater property. Applicant will provide certification prior to final inspection. ANY APPLICABLE RESOLUTIONS: NOTICE; 1 sr In addition to the requirements of this permit, there may be additional restrictions this proper }y thaumay be found in the Public Records of this County. Section Florida Statutes, Effective 7/10/87. lto adjacent pplicable to 553.79(10), A separate• permit• will:be . iequiia for' all driveway appfo&ches 'Ante- public r ht. of way. Contact Public Works Department. The height of fences, wall and hedges shall not exceed 2.5 feet in height sdithin 10 feet of the edge of any driveway feasting to a right of way. The height of fences is being measured form grade. Grade Elevation of publi sidewalk or crown of road. • 5 . 1 • • \\N . 3 : :y rkr, tlt GJ N.I±;FL-.L. NOT. E ... . • v« , .. 4 . ,. t1� } 112 l� -�� r1 1 l +. I t 1: 'law 't.'(.Xn iw:iUlt SHALL H`<l LU VOIIPY ALL G tio1'i'iOtte ANU U1r11.113I0113 PRIOR 'lt) •-SUUt IIl'1'I1JU B10 Ult STNiI'1N(] 'ANY it'OIUf;' ' AND SHALL' 'Lit lt.ESL'O13113LE Fort ALL ItO>IUC ANU rII\11!ItIAL3 INCLUDI11U 1110:31; FU12jlISlfL:U BY SU11- ('Vltl]tAClou3. _. .... , J. '1II1 COtfI RACIOU SMALL ltEI'Ot]' 'lU 'I1tI AJdt;Il1TE(J1' • AN1( NOM, 111WN3I3F\NC' . 012 U IIL FLAY '015WVEIt"I1210lt '1C) L'1f..X1s'EU1NU bona ri AFFEc rE1) L'ouriott ort '11113' 1io12.1t. 11111 t1EA143 OF C)IUtL(:1'114U ANY INWN :1Is rAticY SI(AlJ; 1,313 ' " ,WI'r(1vE1) IJY 11(13 Al20111'11x:1' I1t1U1t 10 1MPI.JIElil'ATICN 111E SOLUI'iOU. 4. If SHALL 131 ;' '11U3 ItlSPONSIUILI'L'Y OF 'IIIE QOUI12AC1O11 '1'0 LCCA'11? A1J, EXI3T1111 Ul'11.11'IE 3 liRE11102 SJIOS$11 I[EREON Olt IKJF AND 'lY) 11ZOIEC1 'll[I11 A11l) UIUEU EX 131'.1110 PHYSICAL P13OPEIflY [1X11 1)MtAO13. 11113 001411tAUJOR • SHALL t3I'11t ALL GXI- 'E1lSts Ol R1WA112 A110/012 ltEFLAt;l11t,U[' Oi? Iii•ri "L'IES Olt ANY OTHER D'AIS'L'JNO I'1 QPERtY DNiAtivo BY Ol'1f1A'1'ION3 IN COUJUNCEIOU Si11 Ilig EXEC1/I1.O11 QV 11113 WORK. IlI,WOIU(IN(1 01? DAtIA ED YttorEULY SHALL IM '10 OR(UINAL (Xt1UITIOI 012.UGTTF'Jl. . . '11113 couln1eI.)It SHALL U13 RESPONSIULE Wit '11{1,' (ttl'L(;TF. SEC1JI1ITY OF 11uL 3I1F 111111.1E JOU 13 111 1-'00(.3R1sS3 ANU U1I1'IL JOB 151 (X(IPL[sI'lll. ' .. . (i. ALL UEUIIl;I 511,11.1, DI; IiUOVEO FRO11 PIUI1IS13 A141). ALL AItUJ13 SHALL 1313 __JAW 1' 111 A_CLE A/I. (1112rXJI) CO D1TIOI - -A1' ALL 'rims.- -- 1. I'ROVIUE ALL 11ECF3SARY 1311X1(1140, I11C1(IN(l, SLEEVES, FfAtt1N0 FO2 LIGHT F1X1URE;1, IiLECII?ICAL 1811'13, A/C EQUllt`Ul1F, UIiAPEBY 011 CEII;1N(I ' W1CH , FLLJtt13IND EQULR11N1', cC /11T $, SHELVES, IlAti )I AYLS, RAILINGS, A141) ALL 0111111 1 "11113 ltE(;4JI121NU SAtIg. ' ? U. • 111E. C1)11'f1?A 1012 SI,t/1LL 1113. RESL'ON31J3t ..VO12 '1111 1 ..11ccti12AcY.' OF UUIL.11IN(1 • 1,1t1L,3 •ntrU LEVELS. 11113- Cx?lrl]1AC1012 SHALL tXCLPAItL CAIt[;FUl.1,Y '11I13 L111I; MIL)• LEVEL3 Slats{{ Ol 'J1U. L7L1ti1N(]3 111111 11(13 I.'(I3 'INU LLs'VEUJ EE 11113 Luc:A't :' Ul1 AMY (X:�13'11lUCl'1(O�}1 01 '11113 WORK `IJ I) SI{AJL NOt1L Y 'MU �ARCHITIA 1 OF ANY DLSCUEI'ANCIE3 J3EIURE Prtoc EDINU HUB 111B hti*Ut. 1 > > ' l 9. 'alt 'r t (aUN71tA 'lUtt SHALL ItLll ' � S 1tY 1182!!1 :� L UL' RLrtll ) PAY FOR Ali, 11X l.S A 1 1 1 A14O/Ot2 FLEES Ht'IN ltESPECl' TO 71113 1t'OUC. - 10. 11113 VOHLBAW'Utt SMALL HARE APPLICA'T'ION A140 11200 S3 All I'EOU1115 ItlX,011tEu FrAt '11113 W014( APO PAY ALL ASSOCIATED FEES. 11. '11113 COUIP 0'1011 SIlA1..L BE ItESUONSIJJLE F011 AND SHALL REPLACE OH 1tl•J1EUY ANY FA1.11;1'Y, lrt1:J c'r ?I2 CIt 1NI EJ ?IO2 1.1AIEHIAL3 OH 11r0R1(MANSIItP Oit ANY .UtlrtAtlN, 11'11101 API'J ?UL3 H11HIN• ()14I1 111 YEAH AFIL'Jl (.X1'IH14i11O1 AND ACCEI'i'ANCE 01. 71113 S&IUC BY '1111, ()WI4ER AHD 18 iuinci3 01 A (X)(11111 CGt1'11;15,!ATl3 01 WIPLIf 1'1011. . • 11,. 1111, ARI;II1'tEC1' r1AXFJ NO GUAR/1111E13 OR 1JARRANI'Y rat 1-1- ZOUVUI5 H1M11.3 uY • 'I1it1DL 11N IE, 1tA14UFAelli Wit O2 0111E11 Rl i L12t:1JC13:" I t ‘i 4, sG ar 1'T ,\:';)A ( 1 7 '1; . - ' • E rr tf (() mirr..74 (g) _ TI VT rj. • %f '11 t1 i t A 1. • 1 4 dT (// �'' s• ,I_,• i YA rkr 11 - 1111 ;.;t ``3 , `-51-' . (2 ` j) - ). . 'SEC,i1RITY AND FORCE IS ENTRY PREVENTION, Chapter 36 SF13C s r . • Hin e>!s on eater !ox out 4wiliging doors shall haver! n Y., brl embvable pt nsx. 1 Jambs; of all ixter,iOr ofky a in�suin tf set t p g doors shall rabb kited or of sXrni1ar . fabri.Cation to maintain the integrity locks( and latches, _ , i` • Visidm panels in exterior hors other than - 'lasing within, .10" of the inside luekirie a device' shall comply tiith ANSI 297.1 Exterior swinging. doors • if.`. ood 3 hall be 1-3/4" thick solid core rC� r O •� 1 A 1A) • - :E , The active leaf ' of ,atrs of exterior swing "boors shall i s e the • sam4 t locks as required- for'. single exterior ...swing doors: . The inaCtt ve leaf of ` these pairs of; docirs sha11 have multipi , point locks£ with 5/8" m#.rIirnum throw bolts- with :inserts. • • Sliditng glass doors . tsha1l,be provided .kith slidingdopr dead bolts; or a bolt or'`pin not removably o;r , operable i the extel:ior, at the 34in1 f, 'heat . si11 -oar meeting mullions. ' ;These . dgorss shall ' be , c4rlstf.uoted so that no panel an be lifted :from the .tracks . when in a! , looked position • t ! • A11C single exterl,iol;"' door ;Whigs shall ha4e • a Lock' tv be key ope'ated from exerio' •with a' minimum of 6000, poss1b�.e key [`Mange; or . cking auxiliary` single dead bolt' with liardentid bolt inserts. • ., 1 , A 1]o s � 1 .1 .k on exterior" 'doors phall be capable of resisting force of 1110 pounds apptlizd in' any moveable directlton and in accordance with, , resistance !standards set forth . in South Florida !Building • end.. be of 1 �I , : \ . 1 c�! t � - f1✓ 'r, ::1 'r ! ! . C ' v i , ; 1 .• ' - • r t 419 ,s -. �• y s - 1 1 / /,. 1 - ' At 11 • J (10150 ty 11 .a -- I II 41 A V r _ ! � r. : _ ' :.u __�: y „1 • • tflt `%, lit:; i ke . - 1.e/e' I : r) r . iNt REVIelOW te Shectll iheets 24 X 24 PA 24120 OM POI 40004 • , 11 14 X 34 P11.0 ON O. 10000 • - 2) riAr2. I ' , - 1 7 ' ' '- ')"-K I;-7 "' , • 4 • c- c --- • k • 1 0' AO 1 • A , _ , 1. I I F-LI-f _ • T i '•- It ,:.••■■••• 1 7. 1 %1 • 1 • • \ - 1 „ _ . oi 1 $,, -^ _ . tri-1 /AL I Or,' • _ - 7 - • fi tee.‘:1. 1 r t; -.p iiNT2ii. El.:el', .11,;(7 I , /-' liajzc,,- Vr_ . 1 ' al _ -// N NNN r • •,••• I 4 $ • 1 , ...:-.....7.-_--------._:_ i -: _ • ,.... eke••••••‘ -r i. - - -i- - 111,11 • r - - r • • 4. • T. 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Ix vz:ex (42 ,r- Jo, 1 .'./ 1 ,,v ,/ , 1 1, , el I t t L---. 1. 1 , -:..A. ; 1 , \ re/..\f„ 7: .f,T,A. \„ r\ J ,., , ....,, ,_ 0. 1 A , , / f }-1 hI /I lit I SC/ r,--,/ 1 1 -•-• - 111- \l/ 1 : .:. -- 2eit eE.,;;--; ' e ••■ 7/. .4 1.^3...”-•-•■•••• e, 1 1 4, • L • I r - . N VI/ 1 ti ••• 3;15 55,1 -. .— ` • - rr44 uc-7rrif. 1 4 W .el ,••• - 1„ 1 . ‘.• 11- ------- (A) • • REVISIONS BY 12 4 r ;tit c ll._. �. . tt tU \ ( \' \) � ` 0r k.: _ \ - \j 1 \ ,\ 5:: t \ 72 km ■ \k\ k\ )\ r �. -- . ■ \) \1 ti t "• 4 ,) _1 Date I . -1 -` 11 Scale AO 0 G r', Drawn ±, ,s,. Job Sheet Of 1 Sheets 24 71 34 r RIN1 EO 04 NO. 1000H CLEARia r • ') •r 0 ,L •;3 - 1 1 9;sh Cdr 4 9( \ t)16e �, _� , . CID fr t)/4t' ? a -- 1 AI. - 16,ftA tnL�l. t4to. <1 i >I Vii' 1 \r' IRi7 — - 1 t I '1;')1,4 t') 43 i : (1 1!') lg�ri�G 01.4.1r2eilltzt I _ J • ►� -e- � f !3 r 1�'f 't \x)!(4 ior Ah '/ `r° _ r • — L " 1_ 1* . ;#1.t2 e- • � 4 f 1,14.0 dpV ) .F1P- IA) iere r'> ie•f..a [kVfsJ' 1 11✓ - r!'1 rom9"-enat I r1 1 S . 1 t • - 4- f it rt ..114 / A i 1 A t -t tVV f ,> r 1 icy .ItiP.3►,1X1 ("pi • j G s 1 1 r !Ix er T A _r_ j - t A- rl G '/' , !le- ;( �» w, fiUp' Vi 1,(,/ \/1) , G ' 1 a ,_--, o 3 1 � t G-U,ff.- YJ �JC• f 14 j , ( r 1 m f i0 rf %ltli lx• 3 it.. fly 11/t l /MLA Vi t ;,) i V.0.'l > 20 Of 5 V u�' 11 I' v /4' %' - >� _-� I i ,►► I /r -� - 1• I ,1 <1 I ,$, , (IA L11- ;rt F2te let', Jr" et Lirittr, ) �j >prid 1.41 -I cJ V1G(.. ifi•1t16t►!'.. late. (t.weC E;t1 9 1 Cfr ✓ 1 t { f yl{.J ) t jJf 1 _c,J ✓f.F:' ) 6 - o 1 L;e - rj- <<n ;< <,Lv k; - ! 15' e 4-(,(_. t /p -pt -i11 fi;f) { . a • 1 . t 4 -.fipuszawmitisrmiszsailastem.**., mistaff!„, 14 X S• • PAINT1.0 ON 1100 00011 --•••17 t 'S SKIDACKS: FRONT SIDE SIDE STREET REAR NSY1 • 1,07 • • •• ••• • . • r. n'rt Ke4,1„.... (Jr . -- ( r-r=j-;'1j' Lii pl .;1 .1- . j-_ 26 t. l'' til (. le:- i f-1"‹,) I 'E. 1- 2 - :-. - :: - )r• t ,1 t , 1 (- 5 =:::t4.7. i:::f/\ Vii ,...'/:-': i NI') - L.7/7:-)T:1 ..1i., i-f/\/5 ,.,t; ,... I : , HAr.K t , ,:il _2, r:?:.. it k; 0\/ ..- 0 CL:"• r2ii;,----E _ ir__________ i -1--f: ;,- . 1 r i i ,■ 4 E--„-ri t iNt.,,,..„ [ ...... x ._ , It - .;..,, .2 / _if," . 1 .- ‘ ,....)„.., 1. . „... -.. ..-,:j , _ r _ _ ,) i -At 4 / ) r i ';-/) ..-- _ 1 1 -' 5 ' 1) -.;;/,,, --1 ; <,,,-,r-- • ' • • • ,. • ANY APPLICABLE RESOLUTIONS:_, ZONING • o 4 . 1 . • • • !Night ((o'iidge of root) • Net Land Aie'a •• Lot Coverage (everything under root) 5)(K.T.; 1„M''))0 11EQ, • -ro kve% • vV ri , iL I t / *TO 11$ tto11• • . 47: if T ZONING LEGEND , Family& Duplex . b. Al. PRQYIDED 10 1-011 . , 0,7 0 Area adjacent to lake or canal to be graded so as to prevent direct overland discharge of stonnwater into lake or canal. Lot will be graded so as to prevent direct overland discharge or storinwater onto adjacent • property. Applicant will provide certification prior to final inspection. 1 addition to the requirements of this pen there may be additional restrictions applicable to this properly that,may be round in the Public Records of this County. Section 553.79(10), Florida Statutes, Effective 7/10/87. , . A separate. permit. wjIL!,e .1equiied forJ drivewhi approkthes 'onto_public right. of •Nvay. Contact Public Works Department. 1 .1 I 1 4 I 1 • 1 4 • 1 1 • • • I • T ho height of fences, wall and hedges shall not exceed 2.5 feet in height within 10.feet of the edge of any driveway teacling to a right of way. . . The height of fences is being measured fonn grade. Grade Elevation of public sidewalk or crown of road. r ‘k- tf‘ 1 ri to. a t I t Otr‘.i)t - If r‘?;‘ 1 1 re I I I u_LEN.E.v.AL cofrUUOTIPH 1\torrilip • 1:1 01- (,:•.*. 1".: V.if r19 . 1!( - .% t5'")-!leif 2 r;•1?-r ../tWeKt . . 1; • flig 1:011 SHALL FIV.E.D V1:111FY Ath CoNDITIoN3. AND' DItialSIONS , • . tr 1 I : 0 . rulo(I To --suutivrritiu uiu ON -sriturina 'mit huuf f ive-: sloth urt luiscoNmout Full ALL 1 AND ft/1'1E111MA 114141J01/4(1 1119813 tUAgosiro) 13Y sUO--polriumnoka. - --- - --- .•.. • . J. TM courmclou SHALL REIM' '10 •118 AnclIriEcr • ANY ouZoil 1mot43isrANci, (Az c,tussiou Mr 1:1AY" titSWVI8 "111103 TO limEED11.40 win( Tull AFITEcriu) i-tizrlott ov Ttut• wow( . 11111 WANs 01: ootuteurtha ANY • 114(xus i 3 rANcY sl-IALC,, Og - A VEROYEll ' uy • ilf8 AncniTcoy ruloit io ltIPLFIJENTATIOlf 'ME soLin•1011. - 4. 1T SHALL D13 11U3 HES1)01151DILITY OF '11113 001 '1C) LCCATI3 AL! MIsTittg 1./l'ILITIcg WIV1111:12 SION ltEREON 011 NOr AND '10 LIZOIEUr 1111/1 AND (f111€11 EX1SEINJ I1IY3ICAL Fizoputil 112Ctl VAI '1113 CON1IIMI1012 • SHALL BVA1t ALL EX1-1143 8 OF FtlirAllt AND/Oit ItETLACI:11ENC 01? 111'ILI'1133 oti ANY olitEll lotl3riN0 pRoPERII DAMA(j61) DY OrrHATIONS IN ooNJUrK:rlotI 141111 1118 E.:act/11011 ott 11118 Milt. 11811 OF DAMAGED IltOpEltli slIAL14 88 'to ofituitutl, coNDITIO11. at Murrol, . . .. • , . . J . '1118 Couittm.:11)1t SHALL lig gESPON31,01,0 Foil 1113 OCt t L318 SELVHITY OF r "II ut stir mita Joli Is 111 tDc1;ilEs3 AND Ut.rrib JOU is octul,nu:D. , ,, • . ; . • . . . . • O. ALL DEW11:1 SHALL Da ltplOv1W 1. P101118E3 AND ALL ARMS 311ALL D13 ' "...1 111 A...cLEM. (13Noall CONDITIOH.. ALL TinE.s.----- -... 1 'Mu Lavas stiOvill al . nit? unAtill403 lanl 1113 liNtfflua 1 - 13 v ° t.P11 11is • . ...... I CJI • . ivoi/11)8 ALL NEcESsANY ULOCKINO, BACKINU, 3LEINES, C10.11INCI FON I., T F1X11/11f8, 11,1X1121CAL U11113, NO EQ0111'1111E, DRAPE-11Y OR olill,INti 1RACKS, FLU)11)1NO EQ011111 COO1111:118, SItEIPIA 1 IIA14511ATI4 1 11AIL1NG3, • AND Ail, °HUI 1 ItIM11111 SA1113. , 0. . ' llig coil/MAW Wats 1331.R8SLIONSIBM _FOIL e lltit ..ax.vitnuY.: BUILDPAI • - LltMa .AND Llivlitp.. Th. CQUIHAC:1911 SHALL OCIVA1111 CAREITLLY, Tuft LIN3 '"*:-.L(x.:Ailut.1 AND' CO1431111./C116 01 1111T iiOlut t+1411 sHALL NOI'llii 11113 "-- Ancli Lim i Olt ANY DISOIEPANcIES DEFOR3 FVOCEEUJN(J lain •11113 144U(. • 9. '1113 C01411tActO1 t SHALL 131i 111A)11thl) '1C) l'AY 1012 ALL )1ECE.SS•llY 111111'13 AND/03 FEM III Ill itEsPEur . 10 itus Wotoc. . 10. ilia C01411/ACI'011 SHALL mAlw APPLICATION • Atru t1ocEs3 ALL Muilis • ItIMIltF..0 F013 11113 1 AHD PAY ALL 'As3cx;IME1) 11. 11u COulltAulull SHALL 1313 RiESIVN3101,..11 FOit AND SCIA1.4 IUPMU OH ItalEDY ANY PAULlY, 111.1tOPE12. 011 INvottoit 11A11:12IALS OR 14011.1111ANSIIIP Olt ANY .1)At1A(13 11111(11 AP1 11 /MIN. OIft 1) ?i/11 AF1T11 tXt11=14311011 AND ACC3Pl'ANCE OL 111I 11 BY '1111.3 OVNEJt AND 13UUANt;13 01: A COV111'Y cE1(11F1(, 01 VIIPLEI1011, • • ' • • ,. 1 11(3 ARctIttEur 11A1W.3 'NC) GUAHAH1131.3 OH 14ARRAtiry FOR kakV(.;I'S NAt1f. By imps unite, rIANUFAC11J1tElt Olt 0111E11 ItEPOIENVIrt - • • b " ••- 1; t1t.f; -7J i :Lt. x M9 r e /'c f:11 c`= ' •. 1E_ _II fri) es tt -A- Janb ali exterior otVset "tyte rabbeetecl or. of sXmila• fabriCation to l oolm and latches. . r • All llooks on exterior doors ishall be capable of of 30)0 Pounds app in any1moveeble diiecttion irsith resistance !standards set forth in South Coda.. • L'A , :/e 5 1111) . .1_1.%itqYr2 - 1•CM-:-11 kir 4; re; 1 - A - 1 - ,T 1 14),__._ ( ,60 I4c9k (4 ) . 5`t,1.?. 1 JLU P W iicr?.(e1? c, 1 11. 1.1) .14 (2 I 'v:/) -r)r / 1. 2:15 5-1 SECORIITY AND FORCED ENTRY PREVNTIONs Chapter 36 $F13C ' t All single exterlior doOr sfririgs haie , a lock' to fb key operasted f rom exerior .1,4th a rnInfinuitt of 6009 possible' keY thenges or loxking auxiliary single dead bolt With hardencld bolt Otserts . resisting p force and in acCordance il.oricla !Building • the motive leaf of pairs; ,of exterior swing „ labors shall hiap; the same • locks as required single exterior' swing doorS:! The inacttive leaf, of these, , 'pairs 'of, doors • shall Nava pt, lock % wi.th 5/6 milli:alum throw bolts 'with -inserts. • • • Slidilng • glass doors !shall be provided Aftth sliding door dead bolt ; a bol tot • removable or .operable from the n - exteirior, at the jarnl?, head, • sill or meeting • *These doors shall *. be cOristrubted So that ' no panel aan be , lifted 1 rOtn . „ the ttracke when in a iocked position. • , * • • , • 1 ,; . Binges! on exterior out .' 4wiriging shalt „liayet nbn-r.Oill4vable do*" i ahall ' maintain the integrity' of , . Visicon' Panels in' exterior door i other' than gi wthin, of t the iinside locking.activating devic0 Shall comply t4ith 'ANSI 29/ . i. )cterrior swinging doors if Tripod shall be 1-3/4". thick solid dote. • ■ it- ,,,,, • -- . 1 ) .1-2P 1 al .4'/,.i I I 1)1 I _1 -r ' 1 1 Mr. -4 .•1o p i V)...,3. .:V i ft/.'r•% 1 r 'f'f_i i" 1 i .,' r - -- i ,.t - .142--_:.--..::.;-- 1 1 \ --k 1 • (' ?.)1 / / \ „(1„'-r.. • r [VI d ., (r) lo k fri 'P ginc 13 ' .'"---"- `t;ll c-- ci I WERT bi-- DP4INFIELUT .?E NOT LES.,k 1 IAN__ i° 2,-SEA LE.VEL DATUM tINGV EA ti II. 'TALI 7 -- - ING3 OF SAND UNDER Th. OM OF DRAINFIELD o) ' I 4 1 tiat'S'a rTTT [1 I r 1 1 , ' • • • - • - • T i mk 1 .(„1 el■c19 4. ,4 - • "fa--111 tr*.e )-:e:1-°.!--,:c) .(Qp qtr ‘ 1 i ‘ e;- ;11 . Q1 1 . 1 '.;'■ i ki \ 1 VW\ I cl tHE APPROV ED SEPTIC TANK DRAINFIEta INVEtli• ELEVATION My W: TUE CONTROWNT FACT R IN DETERMINING. fillISHEO F1.0011- ElEVA ION. r litt -.?"'" • a ' • 1 ley02\14t [41. kril0 TAN& ec 411. ...4# t1/41 f P ' (41 I 4 1. ,• • • • . , . . , : • - , ' .. .., . . , • .. , . . • - , . . • • • . ■ , • • r ■ • • ...••••••••••••••to• • '` v- i _ .. - -- -- i L . \.\ t:-.'-: IM 4 ‘ - * - 1 .--- S 41"E OF Fl3IDA DEPARTMENT 61: SED, CES DADE COUNTY .,:i:LPATENT • > P1.1 L IC HEALTH SANITARY ENCINEE:i1 ONSITE SEWAGEDiSk)S . STEM cNLY SenaU10 ,1 Oafe 9 • • • I t II (1) r-f4 • seamma, 24 71 SO PIUNTIO ON W). 10004 ‘,1-t• r • 1 ‘yfiv--;ir;f !-W•f: - 1-F4 , i t a • •"/ _ 11 /4 1 - 61trF1 r„--- - (t% 11,/(2: f t- (7.. (I..= '1 , ••• ; ! '73,15 rs I t / kl A liaJ‘ V * rfr • to / OA' • t- t t 7" ef>. • 014 Orni-e;-e' • ! A I • A • . ••••••11. 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A-0 51\ ri(,.Aori;111>c :46, (01 , ; 1:72 (,. 1 11 0 • • • • ••••-•-•-••■•••••-•• ■•• ■•■1••••• p1101 70141 <14L (11 44 1 . /* -• i ...._. .-* 6 F • I . - cl ._:.„ ---._=. t 4- Cr • • VX ,‘1 1 k JrN1141 411 T - Iti c Y7 . f<'el '1 ‘. h$.01 1-t L4 5: - 1 f 4 .41 - dniffil v' 1.i* 616 At-t- 41(11W‹ 1- :KV! 14 00, 1) Mil, 11/ V 1.4k it•••= 4 ,4" r5f:. l r7 t-1A-11-1 Lev rliA) - ii) 141,0 sit o. !_rfdif.1 1 Ver(IPtir 1115 01 5: '2... _ • - ,r. AviV i • I! 6lti)?) tifc141--i - iv/ la‘i ot- 1 10: , , _ r'Ir■ rpitr;5 - ,\i17 'r7A, „ . T a • r -4 ,4 411 • 12r.• 4. 4 I G 5 II _, \ -- A 7 1 . ; .,4r., -V . 49 Tif 2k fr a ir 0, A?, • v/4- 1. ,4,1 0' eA)fit A 1 (if) • r•• 1••••••••••• ••• •-•••• • •• • rve r/ •••••••• ••••••\ ••,••••-••••••••••••••■ •••-• • • • REVISIONS • • 4 ; • • r , , • • := i Thru Seat Plate 11E13 SCI~Etp. Uplift • TO 6'-et' TO 1'- ra TO 81 -0' +1•1-4 10:a~YE R l9 G!<EAT1 R -- OTT. r9AR• 12 DAR DIA. )161$10N6,;: r, GENERAL STRUCTURAL NOTES General A. : The Contractor shall field check all dimensions on the structural drawings and verify same on the architectural set. Architectural details such as; slab depressions, waterproofing, curbs, mechanical openings, fascia framing and bracing shall be installed as shown on the architectural set. B. The Contractor shall be responsible for shoring and bracing to ensure safe working conditions at all times. All construction shall conform to the South Florida Building Code. 2.„'e Concrete 6. Structural Steel A. All cast -fn -place concrete in this Job shall attain a minimum compressive strength (f'o) at 28 days of 3000 p.s.i. 8. Concrete work shailiconform to all requirements of ACI 301 - latest edition specifications for structural concrete for building. 3. Reinforcing Steel A. Reinforcing steel shall be detailed and placed in accordance with ACI 318 - latest ed. 8. Reinforcing steel shall be deforrned bars conforming to ASTM A 615 grade 60, unless otherwise noted. C. All welded wire fabric shall conform to ASTM A 185. D. Reinforcing to be securely in position with standard accessories during placing of concrete. E. M bottom bars shall bear 6" minimum over supports. 4. Minimum Concrete Over Reinforcing Minimum Clear Cover. (in.) A. Concrete against and permanently exposed to earth (unformed faces) 3 8. Concrete exposed to earth or weather (formed faces): a. #6 bars and larger 2 b. #5 bars and smaller 1 1/2 C. Not exposed to weather or in contact with ground a. Structural slabs & walls 3/4 b. Beams and Columns (Primary reinforcement, ties stirrups & spirals) 1 1/2 c. Slabs on grade 1 1/2 9. Masonry A. Hollow concrete masonry units shall be of a quality of at least equal to that required by ASTM C 90 "standard specifications for hollow load bearing concrete masonry units" B. All mortar shall comply with the property and proportion specifications of ASTM C 270. Except that slag cements shall not be used. Mortar for exterior walls shall be type M. For interior load bearing walls the mortar shall be type M or S. For interior walls above grade and not supporting loads the mortar shall be type M, S, or N. C. Whenever anchor bolts are to be set in masonry, two cells at the setting location shall be filled with concrete. 0. Grout for masonry units shall conform to ASTM C 476 and shall attain a compressive strength of tic= 3000 p.s.i. at 28 days. E. Prism strength of masonry units shall be minimum of t'm- 1500 p.s.i. F. Maximum pour lift for masonry units and grout pour height shall be 4' -0 ". Q. Slump 9" ± A. Structural steel work shall comply with AISC "specifications for the design, fabrications and erections for buildings" as it appears on the manual of steel construction, latest edition. . 8. Structural steel shapes, bars, plates and pipes shall conform to ASTM A 36, FY= 36 KSI. C. Structural steel tubing shall conform to ASTM A 46, FY= 46 KSI. 7. Structural Lumber A. Quality of wood to conform with South Florida Building Code (Dade County Edition). B. Wood shall be of a grade of not less than 1,000 p.s.i. of normal extreme fiber stress. C. All wood in contact with concrete or masonry shall be pressure treated. 8. V'lood Trusses A. Trusses to be designed and fabricated to meet the requirements of national design specifications for structural grade lumber and its fastenings and timber construction standard by TPI. Trusses shall be designed for superimposed loads indicated in plan. 8. Trusses shall be engineered to span the configuration indicated on drawings, provide (3) copies 24" x 36" of truss drawings and Engineer's calculations with seal of Registered Engineer in the State of Florida for Architect's approval prior to fabrication. C. All roof joists, trusses, lookouts, beams & girders shall be secured with approved metal ties, clips and anchors at connections. (See connection notes & details) SEE PLAN T tJ vi r ft ✓4x 'LNG JL x4x I/2 X SECTION A-'A tl • GIRDER TRUSS ,L`+CIIOR.ICL SCHIcDULG Nor UPLIFT NO. OF .t:1,:3E:a ::O. 01; :07 1 0. 0 :A .i AS SHOWN IN T :i'JSS C1ioao TI1:2U JOL: S l r.i:NC; ri: oe PLANS (L03.) NIEMMDF.i1S i F.X7. A.D. 1 UP re , C00 1 1 , it2• Oi, \, `: 7" 1 CD 1 /:• or. \. Cti1vIK•IDOr.eS i UP TO 2000 3 Z• 3/3' DI.... }�.ti I }:•OOLTS 7. '® FAO:4 6359 UP TO 33GO J 2. 714• D1.1. I1IY,l• IOLTS - r FROM 1.61e 1:• e UP to 4340 f :N • DIA• I x• . .� • i FRost ssso f 2 2. ;�• arA. o 2• !H• DIA. i 1IYA•00LTS ! UP TO 9300 f FROM 9)30 12. 7 /3' DIA. x 3' \✓ UP To 13400 f 7/4' Dr^ :IYA.1;pr.TS - o • NoTE3 • ALL UPL:rr c. P4CITE5 51.32!.k AR 31 33 : FER 5i3.C. • ALL Cl4CRL3 f r3ER5 455+J2'ED TO °E 2' X 5' l l.'T1 = =F•t, • ALL EXP. 4.3. 5 A L ?. Ki! 1KC i2OL 75 45 'fa'LTI' CR. APF ROYD cC✓'Af_. • ALL ;•;1A CPU- ',1/ A36 i<CO AS MA^-It_VAC1I2_D 8Y 3 d Tr c'.2 4.,-Pczova EC(J'AL . mit ErBEDt O 3Ot.T9 ARc' A55+ i'ED E 3 Q ;ICR 1 .°_ ' =T LCADS G,22A7ER T14,4`1 33C‹, • f ROYiGF it_ bENY tt =`/b` j TI I r y1 5eS 5EGT1 / Z4 ( v _ip,;; TYPICAL. WALL, FOOTING DETAIL f- `1' r� ir �.sNTEFt LN, fiT 'A/t,L -1.. Be. l Vfl Nc (U. D. N ) tor COLUMN ANO FOOTING COL . OOHELS SANE •SIZE. QTY PATTERN AS COL. REINF. SEE SCNEOULE 3'H N. 3'H1N; ALV JL 6,,x 4x 1,4x, , (L LV) ca`1r:, 0 eligyi eENr LV. g 50 s' TRUSS ANCHOR - DEEM TO COMPLY . Designed to meet SOCCCt Standard for I(urricane flesislanl Itesid':nlldl Conslluclion requirements for anchonrnglrussos l0 masonry wails . will prevent truss movennenl parallel and perpendicular to the wall as welt as uplift • Meets requirements for ssteel bilrrcr between wood and concrete . Galvanized steel, strap 11 gauge, bottom plate 20 gauge / n . 4• minimum embedmentt / J '• . SSCCI PST &ESI No.9 • Dade County Approvall Nu. 94.03213.02 Product Code Qty/ Sox D fC Sr) 1'{ (13EAP.ING EA ENO) Fasteners 1.111+61 •1/ C• 10s1x 1.1/2' Thru Strap Design Loads (Ibs) 2 •3 • eEE e.C4:EDUl- /5430YB LINTEL DETAILS - 1 - riq 6A i r ;::r/ - \( ; %I Parallel to Wall Perpendicular Toward Away from to Wall • •Strap Strap 310 • lif() (2) ;235(1) GGNC. F'C • 3,000 Pet e s/lE RE14F. TOP 1 l3OTT. GEE eci'4EDut.t3 AeOYE PREC.401 ccNC. LINTEL 16' •1..i .. . 4 0,!:44. . 4 ,?-1/2" 1 , �•! f � �ya., 11116' 1 . y 4,- r 1 2- 3 ia :l. ..._, 11/lr' P ._... d•7 /a . C.MN1tt ENeU TG'P 0ARJ -. t • i . 12 HAR 01 C.ANTItE`1ER 'L' • Ca o, 1 �.► ' O)3 (L.0 OR • CANTILEYE1Q 'L' 'G' 045 (L - 0.25 (L•2) 4 t : L U.I4EF 4 11ECEUARY C•v1T, TCt' f3.415 ektALL ee LAPPED 14 OAR 1:11.4..N111001_ 1/3 CP 0(MN. 1. * • t14-4tc:•IEYER 13 GiATEr2. • ' 3 • M y € • T • Fi I M K U G11J 9 HAVE" ,r YG oif l TANS 1 Gi*N1 R t I N F R 'Er? N c EI 4T' AT' - TN e (.1 r e r AND y4 TTv. 1 1 1I�JT R 1NF. ICSuIREJ7 ,' r Mrt7 -SPAN MAGE CGNTI N UGt� y , 1 N D TH t l 1 lvi b. i K A ND 11 t7 1• ET? 3T1 R R UFrv, BEAM STEEL PLACEMENT DIAGRAM 91p. oaa. t•k K8 0.26 ?L•1) • ....1,G..//1,-:Tv , . ./-i L _ T i'( 15 1, AJ Ar .'(.:[-3-) ... ....,.........................---. : , . , • ..7). 1- I It I V. , ,•••••" 1 i '- 1. 7 vi.. t ... ,.. c- ' I' '71 f\ • 1 F' i ivo •f-.';-,-%1• 2 v ./ r-<, ir-2.„ ii -- "I ri) 0, — , /,-,', io li7-1-'; -1.-2(). v,.,tor,,..t....4...,k 11 I - 1 5 - i i-- i'.2. Ai=1. 2, i AO ;"r7:"5 ' ;:::::?.. • .-,,,, 0 .... .., 122 -- (. .. r....vc .......... t 4 i Itj ■JV t•i . '2.? • -.... - Ot 1/ ."kiCt-J - 2. (.'(CO I i.), 1, ( ",-)V, 1".-.;t , 5....,..to, . d 5:-,0 .)_ 1 '... i /,x -/ ,.., „, - . '‘ Ti:), — ----- _ .., ...... i 1 .1 - /224_1- 1, './), •?..:, A‘ H J. H 1 :i L.J. ') 1 A 1-io..1 . t 1 "1" ( iti:, • - ..:,) 4(:, :),;,) „ (.,-- — .....„ -?...,,f.1.1.}. ,i. or 2 ................._._ _............______ _ -- _ . ...• ______ _ _ . _ ____ ... . m.,, i ,,4.-, rAmt 2y-to ...i. 2.,:..1w..., 11,1_,i\:71;,,1:2r vw • 1 ,,.... ,.... 1- ALL RI ELECTRICAL WORK SHALL BE IN ACCORDANCE WITII THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE LOCAL coves. 2- COORDINATE! ELECTRICAL SERVICE WIFLOIUDA POWER AND LIGHT COMPANY. 3- ALL TELEVI{ONg REL./..= l'f.."-1 COMPANY SPECIFICATIONS. 4- ELECTRICAL INSTALLATION DESIGN OP 'THIIPLANISIN COMPLIANttAS SET FORTH BY STATE OP FLORIDA STATUTES MODEL ENERGY EFFICIENCY CODES. 5. THE CONTRACTOR WILL EXAMINE! 11113 J013 SUB AND DETERMINE FOR HIMSELF PRIOR TO SUBMISSION OF 131D, EXIST:NG CONDTT:ONS. 1. 1, • 6- ALL ELECTRICAL WORK SHALL B13 PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR. IT WILL 132 WS RESPONSIBILITY TO SECURE AND PAY roil ANY PIERMITS, CEVIFICATES OP INSPECTION, BIC. 7-SUBS MATERIALS, EQUIPMENT OR METHODS SHALL NOT 132 MA WITHOUT APPROVAL OP TIM tz IP THE USE di A SUBSTITUti3 REQU1 ANY CHANGE IN WORK, 'TUB NECESSITY FOR SUCH CHANGE WILL BE BROLIGKI 1 THE ATIENTION TI-113 ENGINEER, AND IP APPROVED, SHALL I3B MADE AT NOT COST TO THE OWNER. - —•- 8• CLEAN UP SUCH 'TRASH AND DEBRIS GENERATED BY THE WORK AND LEAVE COMPLETED WORK IN A CLEAN, UNDAMAGED, AND FINISHED CONDITION READY TO RECEIVE WITHOTS: FATHER PREPARATION, UNLESS SO SPECIFIED 10 OTHER SECTIONS, ANY ADIAL:ENT OR ABUTTING WOR.K TO BE PERFORMED BY OTHERS. 9- NIATERIALS, APPLIANCES DEVICES AND EQUIPMENT SHALL MEET WITH THE _ - REQUIREN1ENTS OP UNDERWRITERS' LAJ3ORATORIES AND SHALL BE NEW AND LATEST STANDARD PRODUCTS OP MANUFACTURERS REGULARLY ENGAGED IN THE PRODUCTION OF THE ITEM, UNLESS OTIIERWISE INDICATED. LIKE ITEMS SHALL DETRE! PRODUCT OP A SINGLE MANUFACTURER. 10-ALL CONDUCTOR S EMIL 13E COPPER AND IkUN IN CON DUIT.VIRE SIZES 1MLL 1313 THW UNLESS OTHERWISE.NOTED ON PLANS. PROVID 13 GROUND CONDUCTOR PER NEC 250-95. • • • 1 1-LOCATION OR OUTLETS IN ELECTRICAL DRAWINGS IS DIAGRAMMATIC: CHECK MANUFACTUREIVS.DRAWINGS FOR EXACT LOCATION OP OUTLETS. . . 12-PROVIDE TYPEWRITTEN SCHEDULES FOR ALtd PANELBOARDS. PROVIDE • • NAMEPLATES FOR. ALL ELECTRICAL EQUIPMENT. . 13-A1C EQUIPMENT WIRING, BREAKER AND FUSE SIZES ARE BASED ON AIC EQUIPMENT SPECIFIED ON ORIGINAL CONTRACT DRAW INGS, CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WIRING, BREAKER AND FUSES SIZES IN ACCORDANCE WITH AIC EQUIPMENT NA&1EPLATB REQUIREMENTS IF DIFFERENT FRONt THAT SPECIFIED ON DRAWINGS, AS WELL SS ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE. CONTRACTORS SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA. COST. • - • vp-rtri e, M D- ein riV1 (lb 1 A is\ tt.; t;) ‘7 • J) s 1 ?). 419 - /r2 , A ? 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