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S te ‘A i151 103 SPA* i,AROfJES FI 00 • • - t1 nftn 4JLLJ • ey- pT ( !* r ' r= !”! it r f i!)!Ci vHi ti ' r r ';: (1. 4 • • y • tl • -s 1 - 1 1 MICHELS RESIDENCE 1070 NE 92nd Street Miami Shores, FL. 33138 ADDITIONAL AIR CONDITIONING SYSTEM FOR 3 BEDROOMS AND ONE BATH ROOM HVAC SCHEDULE SPLIT SYSTEM Manufacturer: AMANA Condensing Unit Model #RCC30A2B Air Handler Model #CCA30TUA Sensible Capacity: 21,000 Btuh Latent Capacity : 8,600 Btuh Total Capacity : 29,600 Btuh Size: 2.5 Ton Rated Load Amps: 12.2 Seer: 12.30 Electrical Service: 208/230/1 Maximum Breaker: 25 Amps Issued: June 15, 1999 FOR PERMIT ALCO AIR CONDITIONING A Division of Commercial and Industrial Contracting Inc. Air Conditioning and Plumbing Contractors 2035 NE 151st Street, No. Miami Beach, FL. 33162 Tel,: M5947 -2490 Fax: 305-948-9782 3/4" PVC Drain Line down to Crawling Space and out. / EXISTING BEDROOM 12X8 280 CFM T 8 • d) F • eUPPLY GNU. TM (es1 PINT) to, TSI aTY EUP?LT RI DOLT (at PUN) Ia?AL SOUND PITTING QUADRANT or1Uras to es OUTSIDE ul!UUfloM rem* DfJOUTNIN (van rein NecsaeasT AD POW DfeouTID nu. DUCT TLID]I[,O( of EQUAL DLaL aoaR •rra DUCT BLISS . TAPE FLEXIBLE DUCT CONN. DETAIL N.T.S. HVAC PLA\ 1 /4 = 1 '- SEAL iourr 'WITH DUCT SEALEE k TAPE FASTEN C.U. TO ANCHORED 2X4 PRESSURE TREATED WOOD SUPPORTS. MUST WITHSTAND 120 MPH WINDLOAD 8' MIN. 14" MINIMUM 8" MIN. CONCRETE BASE SEAL ENTRANCE OF REFRIGERANT LINES INTO P.V.C. PIPE WITH IMPERMEABLE, RESILENT MATERIAL FLEXIBLE DUCT CONN. DETAIL N.T.S. CONDENSING UNIT POWER & CONTROL CONNECTIONS B" MINIMUM CONDENSING UNIT MOUNTING DETAIL N.T.S. LOW VELOCITY SUPPLY AIR DUCT (SEE PLAN) Filter Steel Support LIQUID LINE W/0 INSULATION SCHEDULE 40 P.V.C. PIPE f AIR CONDI11ONING UNIT 0 0 H H Finished Floor r 00 • } SUCTION LINE WITH ARMAFLEX INSULATION & VAPOR BARRIER Supply Duct -4 Finished Cig. Studs Partition Refrigerant lines Cond. drain w/ P —Trop AIR HANDLER DETAIL nts Non —Skid Neoprene Acoustical Isolator Pad 0 WAD ua!le!!lu, A 0 X suit S: X 990 017 O 77 S 91 u!ED 4eaii 4T48 U!PO leeH un18 u!!eD long uolleillueA leotuellO uo1lell ;uan peol 1uale1 61.1. 017 0Z7 S'91 WA uo! ;e-i;!!lul 9 suLeiL 9£ X 99'0 S WO leaH unl8 u!eo leaH Ole e ___x - uolleJj!llul peo-1 lualel VO WAD H21 %0S lE cun8 /u0 Joopul Ei £L UO paSEH S G£ I 0 C t 969 99 WA0 S = laaj o!gn0 & 9'9 = k0 OZ 6 t 9'6,9 OL UIt~O lt'aH 4nl8 lu0 wn■payy 9£: SZ9 9L c wn!paW OS 9 7-9 09 laM su!e.1) gins la }OOpul GIne laM } oopin0 suo!l!puo0 OM 0'9£ O zz. 017 O 77 S 91 Ott U!PO leeH un18 u!!eD long uolleillueA leotuellO £2 0 9£ OZ£ 017 0Z7 S'91 0 11 S UO!lelll!lUI u!eo leaH Ole e 17 21111d!1111W 2131SNV8111/31.1 VO WAD UOIKARU•/\ / UP Otlt?JlI!JUI S G£ sz OZ S l 01, C t 30N3i13iJiG 3i1fl1V213dY1131 NOIS3G uollelnsul oN 'Joold ladle° WA0 S = laaj o!gn0 & 9'9 = aielul ny pseJ: = iN 0 uNejiluaA !eo!ueyoaW L910'0 x 1aaj oignO 9t9 x 446■aH 6 uu!a05 - 1 X '14bS JOOI a-0 6 t 1 919 1 OM E0 80 L0 9'0 t'0 Z'0 U!PO leeH un18 u!!eD long U011elnSUl XL 01, a3UCN10 ua o ! el Z l v 90 SO CO ox U0!lelnSUl „O '61 -J t 17 6'1 L' L C L 9'0 VO Dili U011elnSUJ ,,£ ' L L OV0'Z £'9 L 9, l'c 9'£ GZ C t 919 uollelnsul oN 'Joold ladle° 9,C o£ cZ Oz S1 of 9 6 L'9 L'L e'S 6C 6 t 8£ L££ .- U 'SOJotlS Iw£IVN '103J1S PuZ6 3N OLO l :ssaapn'd asuaplsaa sap .aWeN gorl UO!lelnSUl ON UIt~O lt'aH 4nl8 8311d!1"1t1W J3JSN'C2111V3H 1305 ands pauOli!pu00Ul JaA J001I c oc sz oz St o1 30N311333■G 321f11Vel3dW31 N0!S30 OM (01:0) %Ol PPV :uollelnsui la�lueie alq!xeld ..Z 'L x _ (5 L %5I. PPV :uollejnsul laVel8 alq!xald „L 't U!PO leeH un18 u!!eD long OM 11 x _ t :eldoad to iequlnN L1!t O lea }i unlfl a3UCN10 ua o ! U0leInSUI xi, 'Og -J 00Z' l aldoad peol luale-i ox x t • eldoed lO Jagwn uie lea, Dili 9£7. g zz 17'17 761 0'Ll 6 t U011elnSUION u ii c lua uUJalu OM ocz x _ t :eldoad to iequlnN L1!t O lea }i unlfl U0leInSUI xi, 'Og -J aldoad peol luale-i OL9`9Z NIVO 1V3H 1N31V1 aNV 3 18ISN3S 1V1O1 6£0'1, NLVO 1V3H 1N31V1 1V101 SNOI1V1na1V3 0V01 11\131V1 1 NIVJ L£9'SZ r I 1V3H 318ISN3S - 1V101 1 L£9'SZ 1V1018riS NIVO 1V3H 318ISN3S t'L £'l Z 1 1'1 01 60 UO!lelnSUJ „Zl '8£ 9l L'l 9'1 g l £ t 1'1 U0leInSUI xi, 'Og -J 6 Z 9'Z 9'Z £'Z 1'7 9'1 U011elnSlll „9 '6L LL9'Z 5t £t l't L'£ Z£ 9Z 919 uOfelnsul „£ `ll - ZJ 9£7. g zz 17'17 761 0'Ll 6 t U011elnSUION tt!rD ;rev! H tlnl8 2I311d111OW 2.13 :SAJV?I1 1V34 !dos 8tlMa0 9,C o£ cZ Oz S1 of 2 a =dfi1V213d;d31 N!S O L6t" t &Sed woai le ;olgns u!ec) leaH ejgisue I 8£ L££ .- U 'SOJotlS Iw£IVN '103J1S PuZ6 3N OLO l :ssaapn'd asuaplsaa sap .aWeN gorl Z abed OL9`9Z NIVO 1V3H 1N31V1 aNV 3 18ISN3S 1V1O1 6£0'1, NLVO 1V3H 1N31V1 1V101 SNOI1V1na1V3 0V01 11\131V1 1 NIVJ L£9'SZ r I 1V3H 318ISN3S - 1V101 1 L£9'SZ 1V1018riS NIVO 1V3H 318ISN3S ,Alpo Air Conditioning 2n35 NE 151st Street, No. Miami Beach, FL. 33162 -6013 Tel (305) 947 -2490 Fax:(305) 948 -9732 RESIDENTIAL COOLING LOAD) CALCULA LION All Heat Transfer Multipliers are from ACCA Manual "J" Seventh Edition and for a Medium Outdoor Daily Temperature Range an o Date: Calculated by: CH o• g ame: Ic e s - esl.ence Address: 1070 NE 92nd Street, Miami Shores, FL. 33138 Telephone: Fax: Attention: uLATIONS 11 Page 1 Glass No Shade Singre j1 Double �� np e Btuh Heat Gain Compass Point Glass Area Sq. Feet DESIGN TEMPERATURE DIFFERENCE io 15 20 25 30 35 11 10 15 20 25 30 35 11 10 15 20 25 30 35 HEAT TRANSFER MULTIPLIER 17 18 19 20 21 22 N 23 27 31 35 39 43 , 19 21 23 25 27 29 56 60 64 63 72 76 47 49 51 53 55 57 43 44 45 46 47 48 NE & NW E & W 31 as 89 93 97 101 63 70 72 74 76 73 62 63 64 es 56 67 SE & SW 70 74 78 82 86 90 59 61 63 65 67 69 53 54 55 56 57 58 n 40 44 43 52 56 60 33 36 38 40 42 44 30 31 32 33 34 36 o Glass inside Shade Single Double Triple Heat Gain Compass Point Glass Area Sq. Feet DESIGN TEMPERATURE DIFFERENCE io 15 20 25 30 3 10 10 15 20 25 30 35 HEAT TRANSFER MULTIPLIER N I 48 14 18 22 26 30 34 12 14 16 18 20 22 , 10 11 12 13 14 15 864 10,608 NE & NW 33 37 41 45 49 53 29 31 33 35 37 39 25 26 27 28 29 30 5 & W 204 48 52 56 60 64 68 � 42 44 46 48 50 52 37 38 39 40 41 42 41 45 49 53 57 61 37 39 41 43 45 47 32 33 34 35 36 37 18 .. 19._. 20 21 22 23 DIFFERENCE SE & SW 1 1 21 23 25 27 29 31 DESIGN TEMPERATURE s 60 24 28 32 36 40 44 Square Feet Btuh Heat Gain Doors io 15 20 25 30 35 HEAT TRANSFER MULTIPLIER Solid Wood 28 6 8.6 10.9 13.2 14.4 15.5 241 Solid Wood " 4.2 5.7 7.3 8.8 9.6 10.4 Metal Urethane 2.6 3.5 4.5 5.4 5.9 6.4 Metal Urethane ** 2.2 30 3.8 46 5.0 5.4 I** Weatherstripped or Storm Walls - unning ee 151 Ceiling Height X 8 Gross Wall = 1208 Windows & Door Areas - 330 Net Wall Area 878 Frame Wall Square Feet DESIGN TEMPERATURE DIFFERENCE Btuh Heat Gain io 15 20 25 30 35 HEAT TRANSFER MULTIPLIER 3.7 50 64 78 85 9.1 No Insulation R -11, 3" Insulation 1.2 1 7 21 26 28 30 R -13, 3 -1/2" Insulation 1.1 1.5 1.9 2.3 2.5 2.7 R -13 + 1" Polystyrene 0.8 1.1 1.4 1.7 1.8 2.0 R -19 + 1/2" Polystyrene 0.7 1.0 1.3 1.6 1.7 1.8 Btuh Heat Gain Masonry Wall Above Grade Square Feet DESIGN TEMPERATURE DIFFERENCE 10 30 HEAT TRANSFER MULTIPLIER No insulation 880 3.2 5.8 8.3 10.9 12.2 13.4 5,104 R -5, 1" Insulation 0.9 1.6 2.3 3.1 3.5 3.8 R -11, 3" Insulation 0.5 0.9 1.3 1.6 1.3 2.0 R -19, 6" Insulation 0.3 0.5 0.3 1.0 12 1.3 SENSIBLE HEAT GAIN SUBTOTAL I 18,497 j ,Alpo Air Conditioning 2n35 NE 151st Street, No. Miami Beach, FL. 33162 -6013 Tel (305) 947 -2490 Fax:(305) 948 -9732 RESIDENTIAL COOLING LOAD) CALCULA LION All Heat Transfer Multipliers are from ACCA Manual "J" Seventh Edition and for a Medium Outdoor Daily Temperature Range an o Date: Calculated by: CH o• g ame: Ic e s - esl.ence Address: 1070 NE 92nd Street, Miami Shores, FL. 33138 Telephone: Fax: Attention: uLATIONS 11 Page 1 �. A i it atig ie 0 x 6 1WAY 11 CF1,4 E _ EXISTING BATHROOM EXISTING BATHROOM e" Sri Co N()• LW TIIOUTT RUFTLT AIR MKT (1111 KAN) EXISTING CLOSET 1art1L IlO'UND rrrrIR QUADRANT orTUrna ro Hi O TIHIDE IN8OI4T10I1 PR?TIIYL I SVIATIOK GciaD Matt 113CI88hx' DOP1'LT GRILL TL11Ila CETI R•N) G 10 x 6 1WAY BATHROOM 110 CFM rXi`; I INC BEDROOM 4" m EXISTING " OSET zi d x 4 1',yay . i LrM EXISTING BEDROOM 8" L J 12' —// ` 10 x 8 1WAY 210 CFM DctruusID rum DOLT TTfnOlorDf DI It VAL UAL DAM R TB DUCT . x1 • TAPE — FLEXIBLE DUCT CONN. DF7' A TT N.T.S. i EXISTING MAR 0c_M 10 x 8 1WAY 210 CFM T DISTRIBUTION BOX -, NEW t3' DISTRIBUTION BOX 10 x 6 1WAY 110 CFM 18 x 12 Return Air Gnlle on Closet Door EXISTING FAMILY ROOM X06 - �CO1 -?man 3.5 Ton 12 Seer A `-1 andler Model #F * RPO42 12' (D 6 " DISTR ?_ nov FOYER I IVAC P LA\ N.T.S. DUCr EXISTING LIVING ROOM DI_ ROOM C 1 •Y 10 x 8 1WAY 210 CFM 8 " (D LIVING ROOM EXTENSION FLEXIBLE DUCT CONNN . uL 8_ YIN. FASTEN C.U. TO ANCHORED 2X4 PRESSURE TREATED - WOOD SUPPORTS. MUST WITIISTAND 120 10I1 WINBLOAD , SLATE AND COUNTY �t8'E.IrES FCR t,'CUP.ACY Malt LC C U r e ' CODE AS A OPTED BY ;CI ? ' � T 11;e 3 1 1 CF ALL 1 ki.Ci v;�Stil r ... ' , ;,r,i , ;it i11':IiMATE7 REA. XI TIN GARAGE EXISTING LOW YHLOciTY HUPPLY LIB DUCT (su PLAN) Lai1L6 I0Y PIPE :...;i WilliI.'t;VI IMPERMEABLE, RESILENT 14 CONDENSING UNIT MOUNTING DL i EXISTING 1 10 x 8 1WAY 7lO (;IM 8` CONCRETE BASE Filter J teCi rJ , Alco Air Conditioning 2035 NE 151st Street No. Miami Beach, FL 33162 - Tel 305-947-24,90 Installation of a 3.5 Ton 12 Seer A/C Unit t- .i'f■ralinn of existing duct work A ii1)1'ED / vd itj, L a£C IRf1�A! 'BLDG. rt CC} AN :CAS RIX,F aG FF 1 v IV:i . , CONDENSING UNIT • PONER & CONTROL CONNECTIONS 8" MINIMUM :4� ItUNIYUY N.T.S. UNIT - ji Finished Floor AIR HANDLER DETAIL nts Michels Residence 1070 NE 92nd Street Miami Shores, FL. 33138 LIQUID LINE 11/0 INSULATION SCHEDULE 40 P.V.C. PIPE SUCTION LINE WITH 1 L1:x INSULATION Sc VAPOR BARRIER Formal Living Room DATE Supply Duct Finished Clg. 1 Studs Partition Refrigerant lines Cond. drain w/ P -Trop Non -Skid Neoprene Plan No. 302 • 1' 99 1 O tl • asP 4■1111.■ O 12' -3 "± NEW T.O.B. 9' -9 "± TOP OF ARCH. VARIES 1' -6" BAY WINDOW SILL 0' -0" EXISTING SLAB ELEVATION _-__V-6"± EXISTING GRADE KEY 3 co 3 -0" D,H, 29 12 2 1/2" Drywall on 1"x2" pressure treated wood furring C 16" o.c. with 3/4" ridged polystyrene insulation R -5, with Horizontal 1 "x2 "p.t. fire stop along top. 3 Wood base and Ceramic Tile selected by owner. General Contractor to purchase, install, and finish. 0 1 New 8" x 12" concrete tie beam 4 #5 & #3 hoops © 12" o.c. 3' -0" from ends and 4' -0" o.c. remainder. New beam to be 48" above top of existing tie beam bearing elevation. ( +/— 8' -3 ") Extend all Horizontal bars Min. 36" around corners. Adjoining bar to end at corner. DO NOT ADD ANOTHER 6' BENT BAR AT CORNER. 4 New 4" concrete slab with 6x6, 10x10 WWM and 10 mill vapor barrier on well compacted clean fill, compacted to a minimum of 97 %. Provide 1/2" expansion joint at new to existing slab intersection. DOUBLE SLAB MESH REINF. WHERE SUPPORTED ON WALL, (30" EACH SIDE) 5 New 10" x 16" concrete footing with 2# 5 continuous. NOTE: The architect has examined the exisitng hurricane straps at the intersection of the new /proposed construction and found them to be adequate for the proposed condions. 4 .43 e •A 2 WALL SECTION 8 9 Continuous vinyl vented soffit. 10 New 8" x 30" concrete beam with 2# 5 top, 2# 5 mid, and 2 # 5 bottom with # 3 hoops ® 8" o.c. full length. Add two #5 45' angle bars on each side of arch tied to steel column and adjacent tie columns. 12 6 New Masonry Wall, 8" x 8" x 16" concrete block with #8 truss type reinforcing in alternate courses ( maximum 16" o.c. vertical) Extend reinforcing a minimum of 6" into adjacent columns and entwine with column steel Exterior finish to be stucco, texture and color to match existing, prime and paint. 7 1/2" drywall on 1"x3" furring strips @ 16" o.c. Maximum. Minimum R -30 Kraft faced insulation above. Kraft face to be up ( to warm side) Verify with manufacturers suggested installation procedures for Miami. Dade County Approved Cement Tile to match existing. Attach product per product approval; on 5/8" CDX plywood nailed with 8d snails at 4" o.c. edges and 6" o.c.field with 5/8" plywood clips at midpoint between trusses, 24" o.c. max at free edges of plywood; on Pre — engineered wood trusses at a maximum of 24" o.c. with a top chord slope of 3" in 12 ", overhang of 36 ", 8" heel, 2x10 +1 x 6 stepped fascia and drip edge 1/2" clear. (Slope, fascia, and tile all to match existing.) 3 15 3 WALL SECTION 11 1/4" x 4" steel tube, concrete filled with 1/2" x 7 "x7" full weld bottom plate with (4) 1/2" x 12" long headed studs. Head to have 1/2" x4" x 7" full weld head plate with fill hole and (4) 1/2" x 12" long headed studs welded at 45'. 12 Cut existing rafter tails as required and wrap with 30# roofing paper. Dowl a minimum of 3" into top of existing tie beam at 24" o.c. and anchor cement 1 # 5 to extend and hook into new beam above. Pour these cells with #5's at 24" o.c. integral with tie beam. Coordinate 2'x2' opening for A/C near new closet with architect in field. 13 Existing Wall, ceiling, floor, fixtures, and furnishings (No work this area) 4 ARCH DETAIL EXISTING BEAM 8 "X 12" CONCRETE BEAM 20" depth WITH 4 #7 LENGTH = 12' -4" TRIB. AREA 12.3'X13' + 12.3'X15' = 344 S.F. 344 S.F. X 55 PSF = 18,920# Total Load Mmax = 12WL /8 = 12(18,920)12.4/8 = 351,912 in# Area of Reel = Mmax /fsjd 351,912/20000(.9)18 = 1.08 in3 req< 1.2 actual. Also, because the wall with new tie beam above is poured at 2' -0" oc: integral with the beam,(per key note #12) their will be an arch effect moving the load above to the sides of the openings. In addition, the ties to theexisting beam at 24" o.c will have the effect of increasing the effective depth of the beam to 60" in which case the required bottom steel would be reduced to .32 in2, or slightly more than 1#5. The exisitng beam is more than adequate for this design application. Note: Dowel and epoxy new tie beam bars and footinc_, bars to existing tie —beams and footings a minimum of 4" with either epoxy or anchor cement. to remain. 14 Existing Concrete block and stucco wall. 15 Existing roof to remain. 16 Existing footing to remain. 25 Remove existing window or door to create new cased opening. 26 New plywood cricket to divert water to sides as required. Flash and counterflash at new wall intersection. 29 8" x8" concrete sill with 2 #5 continuous, tie #5 to adjacent columns. Continue short 8" x 12" tie column TC under Steel Columns. o VICHELS RES19= \CE 1070 N.E. 92nd Street Miami Shores, FL 33138 FORMAL LIVING ROOM ENTRY EXTENSION Som & Pam Michels (305) 757 -5599 GENERAL NOTES 10/21 PERMIT ISSUED CLARIFICATION FOR /98 PERMIT REVISIONS WALL SECTIO \S DETAILS JENETOPULOS GROUP ARCHITECTURE TOWN PLANNING GMJ AS NOTED 9/19/98 George M. Jenetopulos Florida Architect / 1418 7300 S.W. 105 Terrao miami, FL 33156 (305) 663 -2991 SHEET 4 C A GENERAL NOTES: 1. All work shall be in accordance with the requirements of the South Florida Building Code, zoning requirements and other applicable municipal requirements. 2. Before performing any work or ordering any materials, the contractor shall verify all dimensions and conditions of any existing and new work and shall be responsible for their accuracy. Any differences found shall be submitted to the architect or engineer for clarification and verification before proceeding with the work. 3. Architect shall not be responsible for any deviation from these drawings as dated on this sheet. 4. The AIA General Conditions, the Supplementary General Conditions, and General Requirements shall be considered an inclusive part of these specifications and /or drawings. All subcontractors, as well as the general contractor, shall be governed by all applicable sections of these documents with reference to their respective areas of work. It shall be the responsibility of the general contractor to advise his subcontractors and suppliers of these requirements. 5. The general contractor shall be held to have examined the site with respect to all existing field conditions and to have fully examined the complete set of architectural drawings and engineering drawings prepared by others, and shall be responsible for the coordination and insertion of mechanical, structural, and electrical drawings into this set. 6. The general contractor shall locate all general reference points and take ordinary precautions to prevent their disruption. Each prime subcontractor shall be responsible for layout of his own work and shall be responsible for all lines, elevations, measurements, and others as may be required of and for his work. He shall be responsible for verifying all figures and details shown on the drawing which relate to his work, prior to laying out the work. He shall be held responsible for any error resulting from his failure to take such precautions. 7. Divisions of the work for subcontracting purposes shall be as per the general contractor's directions. 8. It shall be the responsibility of all subcontractors to have examined and reviewed the complete set of working drawings, and /or specifications and to provide all labor and material for their respective area of work for a complete and finished installation in compliance with the intent of the drawing and /or specifications, whether it is indicated or not. All work, whether indicated or not, shall be in compliance with all building codes and ordinances which are applicable to the project. 9. Subcontractors shall cooperate with each other and with the general contractor to provide materials and labor that are necessary in each other's work at the proper times so that the construction schedule is not offected. These interfacings shall be the responsibility of the subcontractors whose work is affected as such. 10. All work shall be performed by qualified contractors in strict accordance with manufacturer's specifications. 11. Product manufacturers indicated in schedule and /or on plans were selected based upon quality, style, size, color, etc., and are not intended to restrict competitive bidding. Products "equal to ", intended be used as substitutes, are subject to architect's approval in writing prior to product purchase and installation. 12. This drawing package is based on documents, specifications and re;lted information provided by the owner and /or owner's agent. 13. The design information indicated on plcins is intended to be a complete and workable system in accordance with all product manufacturers specifications, existing and /or proposed, building design, field conditions, etc. All miscellaneous materials, parts, design dimensions, whether indicated on plans or not, shall be included as part of this drawing package. 14. Architect shall be notified prior to start -up of construction, should existing field conditions vary from drawings by greater than 1 ". 15. The general contractors or subcontractors shall be held responsible for the removal and disposal of materials and items commonly referred to as "debris" or determined by the architect to be refuse. 16. The general contractor shall have made all required provisions for the removal of debris from site, hauling charges, dumping fees, etc., in his original bid submission. 17. Provide all cutting and patching in existing eaves, floors, walls and ceilings as required for all trades, excluding removal of relocated items as shown. 18. Remove all specific items indicated on drawings, also remove any other item or construction s required to accomplish all new work and /or revision work to existing areas as shown or described elsewhere in the contract documents. 19. Not Used. 20. The general contractor shall provide and install signage, barricades, fencing, lighting, etc. as required for the prevention of personal injuries to the owners, it's employees, representatives, clientele, or others within the areas of construction. 21. Protective devices to be installed shall comply with the requirements of all local, state, and national governing codes, the building owner guidelines, and other governing forms of authority. The general contractor shall take ordinary precautions to prevent their disruption during the course of work. 22. General contractor shall take ordinary precautions to secure and protect materials to be relocated or warehoused as determined by the owner. 23. Prior to the start of any work, contractor shall secure all permits, licenses, utility connection confirmations, governmental approvals, et., necessary for full completion of the project. 24. General contractor shall call authorizing government agencies for inspections of work in accordance with all applicable codes at intervals specified by agencies. The general contractor shall be solely liable for removing and or correcting any work done without the proper authorizations and for any penalties imposed by agencies. 25. All windows and exterior doors shall comply with the South Florida Building Code, Chapter 36 regarding "SECURITY AND FORCED -ENTRY PREVENTION ". Specifically, 3604.6(a) and 3604.6(b) of the SFBC. Windows and Doors to be Manuf. by Security Aluminum Windows and Doors or approved equal. (Contact: Martin Lipton 305- 591 -8990 ) 26. All wood coming in contact with masonry shall be pressure treated. GENERAL STRUCTURAL NOTES: SOIL STATEMENT: 1. ALLOWABLE SOIL BEARING PRESSURE: By visual site inspection, the soil bearing capacity at the site of the addition, rock and compacted sand, was found to be 2,000 PSF. Per the SFBC 2403.1(d) At the time of construction, the Architect shalt submit to the Building Official a letter attesting that the site has been observed and the foundation conditions are similar to those upon which the design is based. Said letter shall be signed and bear the impress seal of the Architect. 2. CONCRETE: All concrete to attain a minimum ultimate compressive strength of 3,000 PSI in 28 days. Aggregates to be clean and well graded, maximum size 1 ". Concrete slump 3 "minimum to 5 "maximum. All concrete to be reinforced with steel reinforcing. 3. CONCRETE COVER: TO BE AS FOLLOWS: BOTTOM TOP SIDE FOOTINGS BEAMS COLUMNS SLABS 3" 1 1/2" 1" 2" 2" 1 1/2" 1 1/2" -- 1 1/2" 1" 1" 4. REINFORCING STEEL: To be new high strength billet steel deformed as per ASTM A -305, and conforming to ASTM A -615. GRADE 60. Lap continuous bars 30 -bar diameters min.(Check local codes). Hook discontinuous ends of all top bars. All reinforcing steel to be detailed and fabricated in accordance with "Manual of standard practice of detailing reinforced concrete structures," and the ACI building code 318 -83. 5. MASONRY WALLS: Concrete blocks walls to be erected prior to placing concrete in adjacent beams and columns. 6. SLAB ON FILL: Fill and backfill to be compacted to 98% of the maximum density at optimum moisture, as determined by the standard proctor test. Compaction layers not to exceed 8 ". Slabs on fill to be placed on a checkerboard pattern, with pours limited to 600 SF orr 25' in any direction. Wait 24 hours between pours. 7. STRUCTURAL TIMBER: To have a minimum allowable fiber stress of 1,200 PSI. Wood Grade of Pressure Treated 4 "x12" beam per Beam Schedule. All Glue -Lam or engineered lumber members to have a minimum allowable fiber stress of 2,400 PSI. Unless Glue -Lam is used indoors with humidity level controlled) at 15% or less, Glue -Lam is to be Pressure Treated with approved Preservatives and stamped as suitable for use in wet locations exposed to weather. G.C. to verify with mcanufacturer and supplier that minimum allowable fiber stress of 2,400 PSI is maintained after Pressure Treatment. 8. PREFABRICATED WOOD TRUSSES: To be manufactured in accordance to applicable code. Truss manufactuirer to verify all existing conditions on site where bearing will be on existing walls or structures. Submit four (4) sets of shop drawings sealed by a Professional Structural Engineer Registered in the State of Florida for review and comment by the Architect prior to fabrication. 9. DESIGN LOADS: Sloped Roofs: Top Chord LL =30 PSF, DL =15 PSF Bottom Chord LL= 0 PSF, DL =10 PSF SET DRILL 74.70' LOCATIO \ PLA\ SCALE: 1" = 20' RESIDE 1070 Miami FORMAL ENTRY Som & V Shores, Pam CHI \CE N.E. 92nd Street FL 33138 LIVING ROOM EXTENSION Michels (305) 757 -5599 GENERAL NOTES DRAWING INDEX A -1 Location Plan /Gen Notes A -2 Floor Plan A -3 Elevation /Section A -4 Sections S -1 Foundation /Framing AC -1 Hvac E -1 Electrical 1 10/21/98 ISSUED FOR PERMIT REVISIONS LOCATIO\ PLA\ GE \ERAS \OTES JENETOPULOS ARCHITECTURE 1 GROUP TOWN PLANNING George M. Jenetopulos Florida Architect f 14185 7300 S.W. 105 Terrace miami, FL 33156 -3841 (305) 663 -2991 SHEET 1 OF 7 GMJ A , AS NOTED 9/19/98 GENERAL NOTES: 1. All work shall be in accordance with the requirements of the South Florida Building Code, zoning requirements and other applicable municipal requirements. 2. Before performing any work or ordering any materials, the contractor shall verify all dimensions and conditions of any existing and new work and shall be responsible for their accuracy. Any differences found shall be submitted to the architect or engineer for clarification and verification before proceeding with the work. 3. Architect shall not be responsible for any deviation from these drawings as dated on this sheet. 4. The AIA General Conditions, the Supplementary General Conditions, and General Requirements shall be considered an inclusive part of these specifications and /or drawings. All subcontractors, as well as the general contractor, shall be governed by all applicable sections of these documents with reference to their respective areas of work. It shall be the responsibility of the general contractor to advise his subcontractors and suppliers of these requirements. 5. The general contractor shall be held to have examined the site with respect to all existing field conditions and to have fully examined the complete set of architectural drawings and engineering drawings prepared by others, and shall be responsible for the coordination and insertion of mechanical, structural, and electrical drawings into this set. 6. The general contractor shall locate all general reference points and take ordinary precautions to prevent their disruption. Each prime subcontractor shall be responsible for layout of his own work and shall be responsible for all lines, elevations, measurements, and others as may be required of and for his work. He shall be responsible for verifying all figures and details shown on the drawing which relate to his work, prior to laying out the work. He shall be held responsible for any error resulting from his failure to take such precautions. 7. Divisions of the work for subcontracting purposes shall be as per the general contractor's directions. 8. It shall be the responsibility of all subcontractors to have examined and reviewed the complete set of working drawings, and /or specifications and to provide all labor and material for their respective area of work for a complete and finished installation in compliance with the intent of the drawing and /or specifications, whether it is indicated or not. All work, whether indicated or not, shall be in compliance with all building codes and ordinances which are applicable to the project. 9. Subcontractors shall cooperate with each other and with the general contractor to provide materials and labor that are necessary in each other's work at the proper times so that the construction schedule is not offected. These interfacings shall be the responsibility of the subcontractors whose work is affected as such. 10. All work shall be performed by qualified contractors in strict accordance with manufacturer's specifications. 11. Product manufacturers indicated in schedule and /or on plans were selected based upon quality, style, size, color, etc., and are not intended to restrict competitive bidding. Products "equal to ", intended be used as substitutes, are subject to architect's approval in writing prior to product purchase and installation. 12. This drawing package is based on documents, specifications and re;lted information provided by the owner and /or owner's agent. 13. The design information indicated on plcins is intended to be a complete and workable system in accordance with all product manufacturers specifications, existing and /or proposed, building design, field conditions, etc. All miscellaneous materials, parts, design dimensions, whether indicated on plans or not, shall be included as part of this drawing package. 14. Architect shall be notified prior to start -up of construction, should existing field conditions vary from drawings by greater than 1 ". 15. The general contractors or subcontractors shall be held responsible for the removal and disposal of materials and items commonly referred to as "debris" or determined by the architect to be refuse. 16. The general contractor shall have made all required provisions for the removal of debris from site, hauling charges, dumping fees, etc., in his original bid submission. 17. Provide all cutting and patching in existing eaves, floors, walls and ceilings as required for all trades, excluding removal of relocated items as shown. 18. Remove all specific items indicated on drawings, also remove any other item or construction s required to accomplish all new work and /or revision work to existing areas as shown or described elsewhere in the contract documents. 19. Not Used. 20. The general contractor shall provide and install signage, barricades, fencing, lighting, etc. as required for the prevention of personal injuries to the owners, it's employees, representatives, clientele, or others within the areas of construction. 21. Protective devices to be installed shall comply with the requirements of all local, state, and national governing codes, the building owner guidelines, and other governing forms of authority. The general contractor shall take ordinary precautions to prevent their disruption during the course of work. 22. General contractor shall take ordinary precautions to secure and protect materials to be relocated or warehoused as determined by the owner. 23. Prior to the start of any work, contractor shall secure all permits, licenses, utility connection confirmations, governmental approvals, et., necessary for full completion of the project. 24. General contractor shall call authorizing government agencies for inspections of work in accordance with all applicable codes at intervals specified by agencies. The general contractor shall be solely liable for removing and or correcting any work done without the proper authorizations and for any penalties imposed by agencies. 25. All windows and exterior doors shall comply with the South Florida Building Code, Chapter 36 regarding "SECURITY AND FORCED -ENTRY PREVENTION ". Specifically, 3604.6(a) and 3604.6(b) of the SFBC. Windows and Doors to be Manuf. by Security Aluminum Windows and Doors or approved equal. (Contact: Martin Lipton 305- 591 -8990 ) 26. All wood coming in contact with masonry shall be pressure treated. GENERAL STRUCTURAL NOTES: SOIL STATEMENT: 1. ALLOWABLE SOIL BEARING PRESSURE: By visual site inspection, the soil bearing capacity at the site of the addition, rock and compacted sand, was found to be 2,000 PSF. Per the SFBC 2403.1(d) At the time of construction, the Architect shalt submit to the Building Official a letter attesting that the site has been observed and the foundation conditions are similar to those upon which the design is based. Said letter shall be signed and bear the impress seal of the Architect. 2. CONCRETE: All concrete to attain a minimum ultimate compressive strength of 3,000 PSI in 28 days. Aggregates to be clean and well graded, maximum size 1 ". Concrete slump 3 "minimum to 5 "maximum. All concrete to be reinforced with steel reinforcing. 3. CONCRETE COVER: TO BE AS FOLLOWS: BOTTOM TOP SIDE FOOTINGS BEAMS COLUMNS SLABS 3" 1 1/2" 1" 2" 2" 1 1/2" 1 1/2" -- 1 1/2" 1" 1" 4. REINFORCING STEEL: To be new high strength billet steel deformed as per ASTM A -305, and conforming to ASTM A -615. GRADE 60. Lap continuous bars 30 -bar diameters min.(Check local codes). Hook discontinuous ends of all top bars. All reinforcing steel to be detailed and fabricated in accordance with "Manual of standard practice of detailing reinforced concrete structures," and the ACI building code 318 -83. 5. MASONRY WALLS: Concrete blocks walls to be erected prior to placing concrete in adjacent beams and columns. 6. SLAB ON FILL: Fill and backfill to be compacted to 98% of the maximum density at optimum moisture, as determined by the standard proctor test. Compaction layers not to exceed 8 ". Slabs on fill to be placed on a checkerboard pattern, with pours limited to 600 SF orr 25' in any direction. Wait 24 hours between pours. 7. STRUCTURAL TIMBER: To have a minimum allowable fiber stress of 1,200 PSI. Wood Grade of Pressure Treated 4 "x12" beam per Beam Schedule. All Glue -Lam or engineered lumber members to have a minimum allowable fiber stress of 2,400 PSI. Unless Glue -Lam is used indoors with humidity level controlled) at 15% or less, Glue -Lam is to be Pressure Treated with approved Preservatives and stamped as suitable for use in wet locations exposed to weather. G.C. to verify with mcanufacturer and supplier that minimum allowable fiber stress of 2,400 PSI is maintained after Pressure Treatment. 8. PREFABRICATED WOOD TRUSSES: To be manufactured in accordance to applicable code. Truss manufactuirer to verify all existing conditions on site where bearing will be on existing walls or structures. Submit four (4) sets of shop drawings sealed by a Professional Structural Engineer Registered in the State of Florida for review and comment by the Architect prior to fabrication. 9. DESIGN LOADS: Sloped Roofs: Top Chord LL =30 PSF, DL =15 PSF Bottom Chord LL= 0 PSF, DL =10 PSF SET DRILL 74.70' LOCATIO \ PLA\ SCALE: 1" = 20' Kz = Table 6 Exposure C Mean height of 14' = .80 = Table 5 At Hurricane Ocean line, Category I = 1.05 V = Figure 1, Miami, Florida = 110 qh = .00256 (.80) [ ( 1.05)(110)]2 = 27.32 GCp = Figure 3, Walls Building is 29' x 19' a= 10% min width = 1.9 or .4h = 5.6' the smaller = 1.9' 1.9' not less than 4% min width =.76' a =1.9' Worst case end zone 5 is Tributary area of 1.9 ft x 12 ft = 22.8 sf GCp = -1.7 & + 1.3 Zone5 Worst case middle zone 4 is Tributary area of 15.2 ft x 12 ft = 182 sf GCp = -1.2 & +1.1 Zone 4 GCpi = Table 9 27.32[ ( -1.2) 27.32[ ( -1.2) 27.32[ (+1.1) 27.32[ (+1.1) End 1.9' Zone 5: 27.32[ ( -1.7) 27.32[ ( -1.7) 27.32[ (+1.3) 27.32[ (+1.3) WINDOW /DOOR SCHEDULE GCpi = +.25 & -.25 Therefore, the two possible design pressures p =qh [(GCp) - (GCpi)] are: Middle Zone 4: - (. -25) = -25.95 - ( +.25) = -39.61 # /SF - (. -25) = +36.88 # /SF - ( +.25) = + 23.22 - (. -25) = -39.61 - ( +.25) = -53.27 # /SF - (. -25) = +42.35 # /SF - ( +.25) = +28.69 for each zone according NOTE: New windows and doors to have gray tinted glass and have Dade County Approved Shutters or be impact approved. E Existing Window to Remain to A Two pair 36 "x80" Aluminum french doors in existing opening. Design Pressure +37 PSF, -40 PSF B #35 Aluminum Impact Single Hung Colonial 53 2/8 "x63" high. with Colonial Sunburst Arch Above. Design Pressure +37 PSF, -40 PSF C Double #25 Aluminum Impact Single Hung Colonial 37 "x63" high each with Colonial Sunburst Arch Above. Design Pressure +37 PSF, -40 PSF D New 36" x 80" Entry Door with 18" x 80" Fixed glass sidelights, and Colonial Sunburst Arch Above. Design Pressure +37 PSF, -40 PSF F 1/2 #34 Aluminum Impact Single Hung Colonial 26 1/2"x50 5/8" high. G #23 Aluminum Impact Single Hung Colonial 37 "x38 3/8" high. H New 60" x 80" louvered bi -fold doors. In existing opening. Design Pressure +37 PSF, -40 PSF Design Pressure +37 PSF, -40 PSF EXISTING CLOSET EXISTING CLOSET EXISTING BATHROOM EXISTING BATHROOM EXISTING BATHROOM EXISTING BEDROOM EXISTING BEDROOM EXISTING MASTER BEDROOM EXISTING FAMILY ROOM EXISTING LIVING ROOM/ DINING ROOM EXISTING KITCHEN NEW LIVING ROOM EXTENSION EXISTING GARAGE I1 1/A -3 FLOOR PLA\ 1/4- = 1' -O" 2/A -4 U 6 n New Masonry Wall, 8" x 8" x 16" concrete block with #8 truss type reinforcing in alternate courses ( maximum 16" o.c. vertical) Extend reinforcing a minimum of 6" into adjacent columns and entwine with column steel Exterior finish to be stucco, texture and color to match existing, prime and paint. 7 New non - bearing 4" stud wall ® 16" o.c. with 1/2" drywall each Fire- blocking at midheight. 9 New non - bearing 8" stud wall © 16" o.c. (double 4" wall) with 1/2" drywall each side. Fire- blocking ® midheight. 13 Existing Wall, ceiling, floor, fixtures, and furnishings to remain. (No work this area) 14 Existing Concrete block and stucco wall. 25 New cased openings where window and door were removed. MEMMMZZM WALL LEGEND = EXISTING 8" C.B.S. WALL • EXISTING 4" STUD WALL • NEW 8" C.B.S. WALL • NEW 4" STUD WALL • NEW 8" STUD WALL C6 n side. VICHELS RESIDE \CE 1070 N.E. 92nd Street Miami Shores, FL 33138 FORMAL LIVING ROOM ENTRY EXTENSION Sam do Pam Michels (305) 757 -5599 GENERAL NOTES 1 10/21/98 ISSUED FOR PERMIT REVISIONS FLOOR PLAN JENETOPULOS GROUP ARCHITECTURE TOWN PLANNING George M. Jenetopulos Florida Architect # 14185 7300 S.W. 105 Terrace miami, FL 33156 -3841 (305) 663 -2991 SHEET 2 OF 7 GMJ 1/4 " =1' -0" 9/19/98 A 2 DESIGN PRESSURES FOR WINDOWS September 15, 1998 Michels Residence, 1070 N.E. 92nd Avenue, Miami Shores, Florida WIND LOAD CALCULATION - Per ASCE 7 -93, Chapter 6, Wind Loads Table 4- Design Wind Pressures Components and Cladding h < 60' p =qh [(GCp)- (GCpi)] qz = .00256 Kz ( IV)2 qz = .00256 Kz ( IV)2 33138 KEY E Existing Structure to Remain 2 1/2" Drywall on 1 pressure treated wood furring 46 16" o.c. with 3/4" ridged polystyrene insulation R -5, with Horizontal 1 "x2 "p.t. fire stop along top. 3 Wood base and Ceramic Tile selected by owner. General Contractor to purchase, install, and finish. 4 New 4" concrete slab with 6x6, 10x10 WWM and 10 mill vapor barrier on well compacted clean fill, compacted to a minimum of 97 %. Provide 1/2" expansion joint at stem wall to slab intersection. 2 1 /2" Drywall on 1 "x2" pressure treated wood furring © 16" o.c. with 3/4" ridged polystyrene insulation R -5, with Horizontal 1 "x2 "p.t. fire stop along top. 3 Wood base and Ceramic Tile selected by owner. General Contractor to purchase, install, and finish. 4 New 4" concrete slab with 6x6, 10x10 WWM and 10 mill vapor barrier on well compacted clean fill, compacted to a minimum of 97 %. Provide 1/2" expansion joint at new to existing slab intersection. 5 New 10" x 16" concrete footing with 2# 5 continuous. 6 New Masonry Wall, 8" x 8" x 16" concrete block with #8 truss type reinforcing in alternate courses ( maximum 16" o.c. vertical) Extend reinforcing a minimum of 6" into adjacent columns and entwine with column steel Exterior finish to be stucco, texture and color to match existing, prime and paint. 7 1/2" drywall on 1 "x3" furring strips © 16" o.c. Maximum. Minimum R -30 Kraft faced insulation above. Kraft face to be up ( to warm side) Verify with manufacturers suggested installation procedures for Miami. 8 Dade County Approved Cement Tile to match existing. Attach product per product approval; on 5/8" CDX plywood nailed with 8d nails at 4" o.c. edges and 6" o.c.field with 5/8" plywood clips at midpoint between trusses, 24" o.c. max at free edges of plywood; on Pre — engineered wood trusses at a maximum of 24" o.c. with a top chord slope of 3" in 12 ", overhang of 36 ", 8" heel, 2x10 +1 x 6 stepped fascia and drip edge 1/2" clear. (Slope, fascia, and tile all to match existing.) 9 Continuous vinyl vented soffit. 10 New 8" x 30" concrete beam with 2# 5 top, 2# 5 mid, and 2 # 5 bottom with # 3 hoops ® 8" o.c. full length. Add two #5 45' angle bars on each side of arch tied to steel column and adjacent tie columns. 11 1/4" x 4" steel tube, concrete filled with 1/2" x 7 "x7" full weld bottom plate with (4) 1/2" x 12" long headed studs. Head to have 1/2" x4" x 7" full weld head plate with fill hole and (4) 1/2" x 12" long headed studs welded at 45'. 27 New Concrete entry steps with 6x6, 10x10 WWM. Add 1 # 5 at all stair nosings. 28 5/8" Stucco on Hi —Rib metal lath. Prime and paint to match new adjacent stucco. 29 8" x8" concrete sill with 2 #5 continuous, tie #5 to adjacent columns. Continue short 8" x 12" tie column TC under Steel Columns. NOTE: The architect has examined the exisitng hurricane straps at the intersection of the new /proposed construction and found them to be adequate for the proposed condions. WINDOW /DOOR SCHEDULE 0 NOTE: New windows and doors to have gray tinted glass and have Dade County Approved Shutters or be impact approved. E Existing Window to Remain B #35 Aluminum Impact Single Hung Colonial 53 2/8 "x63" high. with Colonial Sunburst Arch Above. Design Pressure +37 PSF, —40 PSF C Double #25 Aluminum Impact Single Hung Colonial 37 "x63" high each with Colonial Sunburst Arch Above. Design Pressure +37 PSF, —40 PSF D New 36" x 80" Entry Door with 18" x 80" Fixed glass sidelights, and Colonial Sunburst Arch Above. Design Pressure +37 PSF, —40 PSF 9' -9 "± TOP OF ARCH. VARIES 8' -3 "± EXISTING T.O.B. 0' -0" EXISTING SLAB E'_EVATION - 1' -6 "± EXISTING GRADE 3 12 1 /A— 3 27 a. 4 • 27 10 • FRO \T 1/4"=1'-0" 1/A -3 2/A -4 1 0 2/A -4 F-ILEVATIO\ 3/4 " =1' -0" • • 1 WALL SECTIO\ • VC RESIN ELS E \CE 1070 N.E. 92nd Street Miami Shores, FL 33138 FORMAL LIVING ROOM ENTRY EXTENSION Sam & Pam Michels (305) 757 -5599 GENERAL NOTES 1 10/21/98 ISSUED FOR PERMIT REVISIONS ELEVATIO \S SECT U\ JENETOPULOS GROUP ARCHITECTURE TOWN PLANNING George M. Jenetopulos Florida Architect / 14185 7300 S.W. 105 Terrace miami, F1 33158 -3841 (305) 663 -2991 SHEET 3 OF 7 GMJ AS NOTED 9/19/98 A KEY "0 E Existing structure to remain. 1 New 8" x 12" concrete tie beam 4 #5 Sc #3 hoops ® 12" o.c. 3' -0" from ends and 4' —O" o.c. remainder. New beam to be 48" above top of existing tie beam bearing elevation. ( +/— 8' -3 ") Extend all Horizontal bars Min. 36" around corners. Adjoining bar to end at corner. DO NOT ADD ANOTHER 6' BENT BAR AT CORNER. 12' -3 "± NEW T.O.B. 3 12 _12'-3"± NEW T.O.B. 9' -9 "± TOP OF ARCH. VARIES 1' -6" BAY WINDOW SILL 0' -0" EXISTING SJB ELEVATION - 1' -6 "± EXISTING GRADE KEY 3 3' -0" 0,H, • 12 1 New 8" x 12" concrete tie beam 4 #5 & #3 hoops © 12" o.c. 3' -0" from ends and 4' -0" o.c. remainder. New beam to be 48" above top of existing tie beam bearing elevation. ( +/— 8' -3 ") Extend all Horizontal bars Min. 36" around corners. Adjoining bar to end at corner. DO NOT ADD ANOTHER 6' BENT BAR AT CORNER. 2 1/2" Drywall on 1"x2" pressure treated wood furring © 16" o.c. with 3/4" ridged polystyrene insulation R -5, with Horizontal 1 "x2 "p.t. fire stop along top. 3 Wood base and Ceramic Tile selected by owner. General Contractor to purchase, install, and finish. 2 WALL SECTIO\ 4 New 4" concrete slab with 6x6, 10x10 WWM and 10 mill vapor barrier on well compacted clean fill, compacted to a minimum of 97 %. Provide 1/2" expansion joint at new to existing slab intersection. DOUBLE SLAB MESH REINF. WHERE SUPPORTED ON WALL, (30" EACH SIDE) 5 New 10" x 16" concrete footing with 2# 5 continuous. NOTE: The architect has examined the exisitng hurricane straps at the intersection of the new /proposed construction and found them to be adequate for the proposed condions. 6 New Masonry Wall, 8" x 8" x 16" concrete blcock with #8 truss type reinforcing in alternate courses ( maximum 16" o.c. vertical) Extend reinforcing a minimum of 6" into adjaccent columns and entwine with column steel Exterior finish to bte stucco, texture and color to match existing, prime and paint. 7 1/2" drywall on 1"x3" furring strips © 16" o.c. Maximum. Minimum R -30 Kraft faced insulation above. Kraft face to be up ( to warm side) Verify with manufacturers swggested installation procedures for Miami. 8 Dade County Approved Cement Tile to match existing. Attach product per product approval; on 5/8" CDX plywood nailed with 8cd nails at 4" o.c. edges and 6" o.c.field with 5/8" plywood clips at midpoint between trusses, 24" o.c. max at free edges of plywood; on Pre— engineerecd wood trusses at a maximum of 24" o.c. with a top chord slope of 3" im 12 ", overhang of 36 ", 8" heel, 2x10 +1x 6 stepped fascia and drip edge '1/2" clear. (Slope, fascia, and tile all to match existing.) 9 Continuous vinyl vented soffit. 10 New 8" x 30" concrete beam with 2# 5 tcop, 2# 5 mid, and 2 # 5 bottom with # 3 hoops © 8" o.c. full length. Add two #5 45' an9le bars on each side of arch tied to steel column and adjacent tie columns. 3 WALL SECTIO\ 3/4 " =1' -0" 11 1/4" x 4" steel tube, concrete filled with 1/2" x 7 "x7" full weld bottom plate with (4) 1/2" x 12" long headed studs. Head to have 1/2" x4" x 7" full weld head plate with fill hole and (4) 1/2" x 12" long headed studs welded at 45'. 12 Cut existing rafter tails as required and wrap with 30# roofing paper. Dowl a minimum of 3" into top of existing tie beam at 24" o.c. and anchor cement 1 # 5 to extend and hook into new beam above. Pour these cells with #5's at 24" o.c. integral with tie beam. Coordinate 2'x2' opening for A/C near new closet with architect in field. 13 Existing Wall, ceiling, floor, fixtures, and furnishings to remain. (No work this area) 14 Existing Concrete block and stucco wall. 15 Existing roof to remain. 16 Existing footing to remain. 25 Remove existing window or door to create new cased opening. 26 New plywood cricket to divert water to sides as required. Flash and counterflash at new wall intersection. 29 8" x8" concrete sill with 2 #5 continuous, tie #5 to adjacent columns. Continue short 8" x 12" tie column TC under Steel Columns. 1 1 0 m 4 ARCH DETAIL 3/4 " =1' -0" EXISTING BEAM 8 "X 12" CONCRETE BEAM 20" depth WITH 4 #7 LENGTH = 12' -4" TRIB. AREA 12.3'X13' + 12.3'X15' = 344 S.F. 344 S.F. X 55 PSF = 18,920# Total Load Mmax = 12WL/8 = 12(18,920)12.4/8 = 351,912 in# Area of Steel = Mmax /fsjd 351,912/20000(.9)18 = 1.08 in3 req< 1.2 actual. Also, because the well with new tie beam above is poured at 2' -0" oc integral with the beam,(per key note #12) their will be an arch effect moving the load above to the sides of the openings. In addition, the ties to theexisting beam at 24" o.c will have the effect of increasing the effective depth of the beam to 60" in which case the required bottom steel would be reduced to .32 in2, or slightly more than 1#5. The exisitng beam is more than adequate for this design application. Note: Dowel and epoxy new tie beam bars and footing bars to existing tie —beams and footings a minimum of 4" with either epoxy or anchor cement. VIC RESIN ELS E \CE 1070 N.E. 92nd Street Miami Shores, FL 33138 FORMAL LIVING ROOM ENTRY EXTENSION Sam do Pam Michels (305) 757 -5599 GENERAL NOTES 1 /9/99 PERMIT CLARIFICATION 10/21 /98 ISSUED FOR PERMIT 9/19/98 REVISIONS WALL SECTIO \S DETAILS JENETOPULOS GROUP ARCHITECTURE TOWN PLANNING George M. Jenetopulos Florida Architect / 14185 7300 S.W. 105 Terrace miomi, FL 33156 -3841 (305) 683 -2991 SHEET 4 OF 7 A 4 CH -sip 1070 N.E. 92nd Street Miami Shores, FL 33138 FORMAL LIVING ROOM ENTRY EXTENSION Sam & Pam Michels (305) 757 -5599 GENERAL NOTES September 15, 1998 Michels Residence, 1070 N.E. 92nd Avenue, Miami Shores, Florida 33138 WIND LOAD CALCULATION - Per ASCE 7 -93, Chapter 6, Wind Loads Table 4- Design Wind Pressures Components and Cladding h < 60' R -30 fiberglass butt insulation = .9 # /SF qz = .00256 Kz ( IV)2 p =qh [(GCp)- (GCpi)] qz = .00256 Kz ( IV)2 Kz = Table 6 Exposure C Mean height of 14' = .80 I = Table 5 At Hurricane Ocean line, Category I = 1.05 V = Figure 1, Miami, Florida = 110 qh = .00256 (.80) [ ( 1.05)(110)]2 = 27.32 GCp = Figure 3, Roof pitch 4:12 between 100 and 300 Building is 29' x 19' a= 10% min width = 1.9' or .4h = 5.6' the smaller = 1.9' 1.9' not less than 4% min width =.76' a =1.9 Worst case end zone 2 is Tributary area of 19 x 1.9 = 36 sf GCp = -2.30 Zone 2 Worst case zone 1 is Tributary area of 15.2 x 25.2 = 383 sf GCp = -1.1 Zone 1 GCpi = Table 9 GCpi = +.25 & -.25 Therefore, the two possible design pressures for each zone according to p =qh [(GCp) - (GCpi)] are: Zone 1: 27.32[ ( -1.1) - (. -25) _ -23.22 27.32[ ( -1.1) - ( +.25) = -36.88 # /SF End and ridge 1.9' Zone 2: 27.32[ ( -2.30) - (. -25) = -56.00 27.32[ ( -2.30) - ( +.25) = -69.67 # /SF Roof material dead weight per Manufactures Specifications, APA, Graphic Standards, SFBC and Specified materials weighed in house. Asphalt Shingles and 30# felt .75 # /SF Plywood 5/8" CDX + 8d common nails 0 101/# = 1.88 # /SF Trusses 2 x4 top & bott. Southern Yellow Pine ® 37.3 # /CF = 1.36 # /SF (Webs, plates, and possible members larger than 2x4 chords not considered. Weight for normal SYP, not Dense as specified.) Ceiling strips • 16" o.c., Fir 0 27 # /CF + nails = .278 # /SF (If syp strips are used the weight will be greater. Fir /white wood is the lightest weight which will be used.) 1/2 gypsum board ceiling + screws = 2 # /SF (Weight of tape, compound and paint is not included.) Roof assembly dead weight of 7.17 # /Sf is used for Net Uplift Calculation Therefore Net Uplift is: End zone 1.9': -69.67 - 7.17 = 62.5 PSF (Use 65 PSF for safety) Remainder -36.88 - 7.17 =29.7 PSF (Use 30 PSF for safety) Use 65 PSF End and Ridge 1.9' Use 30 PSF Remainder Zone 1: COLUMN SCHEDULE UPLIFT CONNECTION CALCULATIONS A = Girder Connection to Tie Beam: 2.6' x 3.8' ( 65 PSF) + 2.6' x 9' ( 30 PSF) = 1345 # Net Max Use (2) Hughs "DTC" 1365 #each =2730# >1345# B = Typical center Truss to Tie Beam: 2' x 3.8' ( 65 PSF) + 2' x 9' (30 PSF) = 1034 # Net Max Use (1) Hughs "DTC" 1365 # > 1034 # C = Typical Lookout to Tie Beam: 2' x 1.9' (65 PSF) + 2' X 4' (30 PSF) = 487 # Net Max Use (1) Hughs "DTC" 1365 # > 487 # » ED " KEY WALL LEGEND E Existing Structure to Remain = NEW 8" C.B.S. WALL = EXISTING 8" C.B.S. WALL Q4) = EXISTING 4" STUD WALL CO 4 New 4" concrete slab with 6x6, 10x10 WWM and 10 mill vapor barrier on well compacted clean fill, compacted to a minimum of 97 %. Provide 1/2" expansion joint at stem wall to slab intersection. 5 New 10" x 16" concrete footing with 2# 5 continuous. 6 New Masonry Wall, 8" x 8" x 16" concrete block with #8 truss type reinforcing in alternate courses ( maximum 16" o.c. vertical) Extend reinforcing a minimum of 6" into adjacent columns and entwine with column steel Exterior finish to be stucco, texture and color to match existing, prime and paint. 8 Dade County Approved Cement Tile to match existing. Attach product per product approval; on 5/8" CDX plywood nailed with 8d nails at 4" o.c. edges and 6" o.c.field with 5/8" plywood clips at midpoint between trusses, 24" o.c. max at free edges of plywood; on Pre - engineered wood trusses at a maximum of 24" o.c. with a top chord slope of 3" in 12 ", overhang of 36 ", 8" heel, 2x10 +1x 6 stepped fascia and drip edge 1/2" clear. (Slope, fascia, and tile all to match existing.) 13 Existing Wall, ceiling, floor, fixtures, and furnishings to remain. (No work this area) 14 Existing Concrete block and stucco wall. 25 Remove existing window or door to create new cased opening. NOTE: The architect has examined the exisitng hurricane straps at the intersection of the new /proposed construction and found them to be adequate for the proposed condions. Note: When hooking vertical steel into footing: Hook each #5 with standard hook under bottom steel and tie to bottom steel. When hooking into tie beam or beam: Hook each into tie beam steel. Tie vertical steel closest to exterior corner and kitty- corner vertical bar into top bars. Tie vertical steel farthest from exterior corner and kitty- corner into bottom bars. If adjacent beam has 3 rows of bars and column has six or more verticals hook and tie center sets together. TC 8" x 12" concrete TIE COLUMN with 4 #5 and #3 hoops 0 12" o.c. vertically starting 6" from top of footing. Hook #5 bars into footing below and tie beam above using standard hook. TS -1 1/4" x 4" steel tube, concrete filled with 1/2" x 7 "x7" full weld bottom plate with (4) 1/2" x 12" long headed studs. Head to have 1/2" x4" x 7" full weld head plate with fill hole and (4) 1/2" x 12" long headed studs welded at 45'. SC 8" x 12" concrete STARTER COLUMN with 4 #5 and #3 hoops 0 12" o.c. vertically starting 6" from top of footing. Hook #5 bars into footing below and tie beam above using standard hook. Dowel into adjacent structure with 12" long #5 0 12" o.c. vertical. If adjacent structure is solid, use epoxy or anchor cement. If adjacent structure is hollow block, support dowels and remove cells as required so adjacent cell will fill with concrete during pour of starter column 1/4" Column FC Filled Cell with 1 #5 vertical. Hook bor into footing below and tie beam above using standard hook. #5 4 1/A -3 ROOF FRAV 1 /4" = 1' -0" DEMOLISH BLOCK TO WIDEN OPENING -- BEAM ABOVE--/ 1/A -3 i\c PLA\ 29' -1' Y� 2/A -4 2/A -4 FOU \DATION/STRUCTURAL PLA\ C TC 1 10/21 /98 ISSUED FOR PERMIT FOUNDATION /STRUCTURAL FRAMING PLAN JENETOPULOS GROUP ARCHITECTURE TOWN PLANNING 1/4"= -0" 9/19/98 REVISIONS George M. Jenetopulos Florida Architect # 14185 7300 S.W. 105 Terrace miami, FL 33158 - 3841 (305) 683 -2991 SHEET 5 OF 7 LENNOX RESIDENTIAL COOLING DATA SHEET SQUARE QL 1 JOB NAME: MICHELS RESIDENCE DATE: 19/19/98 PACKAGES FOR NEW CONSTRUCTION 1 ADDRESS: 1070 N.E. 92nd Street. Miami Shores. FL 33138 TO BE INSTALLED 1 OUTDOOR TEMP: 90 IN DOOR TEMP: 75 TEMP. DIFFERENCE: 15 1 A SENSIBLE LOAD CALCULATIONS GL A NO SHADE SINGLE DOUBLE TRIPLE Ma. %,(61m a Rear kb CONFABS POINT GLASS AREA ?SET DESIGN TEMPERATURE DVIERENCE HTUH HEAT GAIN 10 16 80 88 80 86 SO 16 20 86 30 86 10 16 20 86 30 36 19.3 % HEAT TRAN8IE8 MULTWU E N Single Gear (SC) 26 29 33 37 41 46 20 22 24 26 2e 30 18 18 1e 19 20 81 ONEAFaA1K NI Is NW 2 68 80 08 70 76 80 60 62 64 66 Ina 60 37 as 40 41 48 44 I k 1 92 80 66 90 96 100 106 70 71 74 75 78 00 56 6e 68 69 eo 52 7820 8E isIN 70 74 7a 88 80 90 e0 6E 64 86 ere 70 47 49 61 62 63 64 e 24 40 44 4e bE 6e 00 36 37 39 41 43 48 2e 87 29 31 32 33 1,056 UNDER ATTIC R= 30 GLASS INSIDE SHADE SINGLE DOUBLE TRIPLE R= f) Raised rood R-11 (ONLY STEN r CONSTRUCTION ALMA La EXCEPT PACKAGE 6) D TEMPERA DI,rI cLN HEAT GAIN GAJN -0 GUM 10 16 80 86 30 orb 10 16 80 86 30 orb (10 ib 80 86 90 36 POOIINT R-8 CONC. R-8 R-8 Bit? TRANSFER MUMMER N 10.5 16 19 23 E7 31 36 15 17 19 11 23 26 10 12 14 16 17 19 - NE k NW STRIP 38 89 43 47 61 66 30 32 34 36 38 40 22 24 2e 2e 30 31 1 3 1 E k W 88 50 54 58 02 66 70 46 47 49 61 63 66 36 36 30 40 42 44 4.644 SE is RV ( 40 44 4e 68 6e 00 36 37 30 41 43 46 29 30 32 34 38 38 EF = EXISTING S VN 26 29 83 37 41 46 20 U 24 26 26 30 16 18 20 22 24 2e Other DOORS SQUABS C ' O4l te a r DESIGN TEMPERATURE DD)F1 RI NCE HTUH HEAT GAIN l0 16 20 26 30 38 HEA? TRANSFER MULTIPLIER BOUD WOOD 0.8 0.8 10.9 18.E 14.4 16.6 SECTION 801ID WOOD •• r7 � sp 41 6.7 7.3 a6 9.8 10.4 ME AL URETHANE - 'On e lab 3.6 4.5 0.4 6.9 6.4 X MEAL URETHANE •• 2.2 &O 8.e 4.6 6.0 6.4 808.1 •• reather.trfpped or Storm X WALLS RUNNING FEE? MENG HEIGHT GROSS WALL WINDOW. k DOOR AREAS NET TAIL AEU 140 Sob plates and penetrations though bp plates of exterior walla must be sealed. 1 8.5' Average w 1,190 - 202 Recessed Lighting 608.1 1 988 I FRAME WALL SQUARE FEET DESIGN TEMPERATURE DIFFISBENCE H1 UH HEAT GAIN 10 16 80 26 30 36 murmurs HILT TRANSFER murmurs NO INSULATION Exhaust Fans 37 5.0 0.4 7.8 8.6 9.1 Exhaust fans vented to unoonditio space shag have dangers, except for combustion devices with Integral exhaust ductwork 9 - 11. a' INSULATION 1.2 1.7 2.1 1.6 E.6 3.0 Water Heaters 2 3 1 /*' INSULATION Comply wth efficiency requirements In Tahoe 8-12. Switch or dearly marked cfrw6 breaker (electric or cuto8 gas )must be provided. External or builin heat required. 1.1 1.5 1.9 8.3 E.5 2.7 2-13 + 1 POLYSTYRENE Swimming Pods a Spea 0.8 1.1 1.4 1.7 La 2.0 Spas 6 pools must have covers (boot solar heated Non-commercial pools must have a pump timer. Gas spa & pod heaters must have a minumum thermal efficiency of 78 %. 2 -19 + 1 /l' POLYSTYRENE 0.7 1.0 1.3 1.6 1.7 1.e Hot Water Pipes DESIGN TEMPERATURE DIFFERENCE Insulation is required for hot water circulating systems (including heat recovery units). YA80INlY WAIL ABOVE GRADE SQUARE 10 20 26 30 aa HTUH GAIN 612.1 FEET BUT TRANSFER =rpm No INSULATION WAC Dud Construction, Insulation Inata9atkm 3.8 5.8 6.3 10.9 12.2 13.4 Al duds, firings, mechanical equipment and plenum chamber* shat be mechanically attached, sealed, Insulated and installed in accordance with the criteria of Section 610.1, Ducts In attics must be insulated to a minimum of R -6. Air handlers shall not be installed in attics unless in mechanical cleats. 2-4, 1' orstru TON 988 0.9 1.e 2.3 11 3.5 as 1,580 8 -11. a' INSULATION Separate readily accessible manual or automatic thermostat for each system. 0.5 0.9 1.3 La 1.8 2.0 2 -19 + 6' INSULATION 0.3 a OA 1.0 1«1 1.3 I SENSIBLE HEAT GAIN SUBTOTAL I 15,100 , TABLE 6B-1 MINIMUM REQUIREMENTS Climate Zones 7 8 9 SQUARE QL COMPONENTS PACKAGES FOR NEW CONSTRUCTION TO BE INSTALLED 10 A B C 0 E F NO INSULATION Ma. %,(61m a Rear kb 15% 15% 20% 20% 25% 25% 19.3 % TYPE Double Dear (DC) Single Gear (SC) Single Tint (ST) Single T1t (ST) Double Tint (DT) Doubles Tire (DT) ID X ❑ ST /:1 DT III ONEAFaA1K V 2 Z Z Z- 0' Z-0' 3' -0" FEET MASONRY EXTERIOR AND ADJACENT COMMON MASONRY W MASONR WA LLS R-6 R = 5 1 S ' 4 EA IDE. R EXTERIOR ADJACENT AN a COMMON WOOD FRAME WALLS R -11 11000 FRAME N = AM COhk R= CEILINGS CEILINGS UNDER ATTIC R F E COMMO FLINGS R -11 (NO SINGLE ASSEMB 7 EILINGS • •WED) UNDER ATTIC R= 30 COMMO k R = S" "id. R-0 R= f) Raised rood R-11 (ONLY STEN r CONSTRUCTION ALMA La EXCEPT PACKAGE 6) R = Raised Concrete -0 R = DUCTS R-6 R-6 R-8 CONC. R-8 R-8 R = 6 COhD. 1:11 SPACE =UM ( SEER ) 10.5 12.0 10.5 12.0 12.0 10.0' SEER = 141 - Eledrk STRIP STRIP STRIP STRIP STRIP STRIP cop= 1 3 1 Gu. I (ARI6) MINIMUM OF .73 (D' . - Heating) or .7 (Central) AFUE _ Elednt Resistance' EF .90 EF .90 ( EF .90 EF .90 B Eo °N ',,,rl o EF = EXISTING VN Gas 6 01'e MINIMUM EF OF .54 EF = Other Any of the following are allowed: dedicated heat pump, heat reoovery unit or solar system. DHP: 0 EF = N D O EF = • 9n4e padoge All minimum SEER 9.7 •• *hue eldetida fa gas and electric hot wader system •pdy to 40 gallon seta heaters. Refer to Table 612 fa mhhnum Code e0clendrs for of eater heaters and ode steS. OBOaP)J a SUILL K mMPO4ESnS LISTED Peas of Saw to Fla Mss Da gamut per le Worker by dhWlne the bar el el pis" ran by h totel con:Nona Hoar reds Omar* * As ratans Is M draw the rod or rag roach oat horizontally hoe the Ire d the plea Aft pine Con sal be under a N e d d br the premier! erg) bah M folk** sepWnm 1) Or a the pabid ale d e house end 71 M p In the low Axles of a mul -airy hoax hod, daub ell Fear P=,40oe Vahae The bears Mora ward h "ram acceptable Insulation Irrel added to the salami corpora* d the or WHng a Rea. Thor &Aaiun of the structure *146+0 =atadde Oil not be lidded 1 ads coral" 'Cornea' compatr a we Bea wear* cadard be=nch 1 a,utl4may br M*.'A4are capon* were* wdtlard apes hoe moon:lWo of but rucked gra'Eerie co poser* rand* codnad'F•ce hoe resondaord and Wended seta A . AA aprede Hoar dOraA edge hwlda n exakbla liaised Cod Ikons shil Few wn0nkw me wY eia Wake plead on the veer wI or undertaker omit Nome 4 bate %oar Maas the the A.ds Cod be h=aled bat to adlIked is ra is Sr datwd std 1a bald an h conditional ids at the ha4ama Ducts le cond/ad spa n aaap*ble 1r Sae Cooing Sayre Cook, system sal hoe s rrl PacWW Pare& _ _ E Spa %thy Oplbal puny sorer Ova be rain/ MM a *Oki Sealant Performance Fader (H 1 Beak e H ew. Mary Rae he the "noted FISPF. hd pup row. wq cw+kk AKA stye beau meal to allot el Sada 60x1. MU.L12. Ne stark naletancs %a hoot h eked Far these pe Batt Wafts Hun rider Optloe For *apes dedpr=l/'Not Mow?, a Meat rwbant hot war rotate my be Inaakd only le =¢mla WA one of Bo "Mr Hai ran System Options.' See baba phi Hun rater Syram Saone My *data herd pea he area or or ear hd war system amy be Praia S. system were hew se EF el 1.S or Mohr. aetk rareance systems halal on l3 re AS r padr, or oral songars .eh Ef .S4 or pedr ary be rod In rrrl nd os with Sae ratter TABLE 68-2 I MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 808.1 To be caulked, gasketed, weather - stripped or otherwise sealed. X Exterior Windows & Doors 808.1 Max. .3 cfm/. • .R window area: .5 cfm/sq.R. door area. X Sole & To Plates 008.1 Sob plates and penetrations though bp plates of exterior walla must be sealed. Recessed Lighting 608.1 Type IC rated with no penetratons (two altemallves allowed). X Multi -story Houses 806.1 Alr barrier on parameter of floor ce ttyy between floors. Exhaust Fans 606.1 Exhaust fans vented to unoonditio space shag have dangers, except for combustion devices with Integral exhaust ductwork Water Heaters 612.1 Comply wth efficiency requirements In Tahoe 8-12. Switch or dearly marked cfrw6 breaker (electric or cuto8 gas )must be provided. External or builin heat required. Swimming Pods a Spea 874,1 Spas 6 pools must have covers (boot solar heated Non-commercial pools must have a pump timer. Gas spa & pod heaters must have a minumum thermal efficiency of 78 %. Hot Water Pipes 912.1 Insulation is required for hot water circulating systems (including heat recovery units). Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. WAC Dud Construction, Insulation Inata9atkm 810.1 Al duds, firings, mechanical equipment and plenum chamber* shat be mechanically attached, sealed, Insulated and installed in accordance with the criteria of Section 610.1, Ducts In attics must be insulated to a minimum of R -6. Air handlers shall not be installed in attics unless in mechanical cleats. X HVAC Controls 607.1 . Separate readily accessible manual or automatic thermostat for each system. X -L- FLOOR SPACE SQUARE QL INDOOR WET BULB DESIGN TEMPERATURE DIFFERENCE HEAT GAIN 10 16 80 86 60 HILT TRANSFER MULTIPLIER 76 NO INSULATION 1.9 3.9 6.8 7.7 0.7 9.0 62.6 CARPE? FLOOR NO INSULATION Dry 1.3 8.6 3.8 6.1 6.7 0.3 2 - 11, 3' INSULATION 0.4 0.8 1.3 1.7 1.9 8.1 8 - i0. 0• INSULATION 0.3 0.6 0.8 1.1 1.2 1.3 8 -30. 10 D(SUTATION 0.2 0.4 0.6 0.7 0.6 0.9 CONDITIONS OUTDOOR YET BULB INDOOR WET BULB GRAINS Wet 00 82.6 60 Medium 76 82.6 Medium Dry 70 62.6 20 Dry 88 88.6 0 ' d Mary NAME: MICHELS RESIDENCE BUILDER: MARLBORO CONSTRUCTION AND ADDRESS: 7Q i`� . 92n Strg PERMITTING CLIMATE ❑ ❑ ❑ OWNER: M i ami S 331 38 OFFICE: ZONE: 7 6 9 OR: PHO2I N i. 0 -1 1 1 1 1 1 1 I 1 DICn0 tor: 1 1 1 1 1 1 SENSIBLE Bin GAIN SUBTOTAL FROM PAGE 1 1 5,1 00 I DESIGN TEMPERATURE DIFFERENCE CIIa4G 3' INS SQUARE 10 /T6 \ 20 86 30 36 H / HLITRANSFER MULTIPUIR HEAT GAIN FEET NO INSULATION 14.9 17.0 19.2 81.4 22.6 23.6 2 -11, INSULATION 2.8 3.2 3.7 4.1 4.3 4.6 8 -19, e' INSULATION 1.2 8.1 8.3 8.6 8.8 8.9 8 -30. 10' INSULATION 1,045 1,1 1.3 1.6 1.6 1.7 1.8 1,358 8 -36, 18' INSULATION 0.9 \ 1.0 / 1.1 1.3 1.3 1.4 1,045 KW. s 8.5' Ave. c a HEIGHT = 8 CUBIC FT. INFILTRAli0N/ VENTILATION 0.40E 8,882 CUBIC 1T / 60 1 59 CFM MECHANICAL YENT LCION CFM a FRESa AIR INTAKE DESI N TEMPERATURE DIFFERENCE 111UH CFM 10 16 80 26 30 38 HEAT GAIN HEAT TRANSFER MULTIPLIER GGF1LTRATION 59 11.0 18.0 to 87.0 32.0 310 973 MECHANICAL VENTILATION 11.0 18.6 22.0 27.0 32.0 38.0 I INTERNAL BEAT GAIN KITCHEN ALIAVANCE NUMBER OF PEOPLE ..2-X � BTUH 600 GAIN 1 SENSIBLE HEAT GAIN SUBTOTAL 19,231 GAM 1 DUCT GA 18 -6 1.78' FleribLe Blanket insulation ADD 11.7% (.117) 19,231 2,250 l - 8• Flexible Blanket Insulation ADD FOX (.10) BTVa SILT GAIN FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600B -97 Residential Component Prescriptive Method B SOUTH 7 8 9 Department of Community Affairs Cc.ywo eler Head 1 Naar 6 d u,. nords bBev ap Cods say be drnonsbd y h d we Fru e04447 far * rd aortas* r aortas* roalona. d 1 arta er k" le hega an addax le alai midair barn a. Ti wryly, a WWI .. red or and d d h �f rr aka* v w k r9' or d 1. Rek•r a• co•4•r ?•chase comply ly ea h ..a p. soma. lad Table x61 d K bra Am Asada road le prodder ffar addbft d x00 sours fat r lefty use d fore 00C.47. . �. kr** deft not iY t comply el maned. It may d co* under oar seders b GENERA/ . rim constraHoe IndudIns ddtlar ark Nmrpar* any or Woke*, ledges am not coyly why lee method *al slur w m, Angie aearely roe fr. kdb'1 coriUUdoti or dq t/ra or oar nos -vabd rod plea L Chow one el the ravened padooee through'? tram Table 661 by rdidr ya chard le wanly shift to Code. ode the adobe d the whip you law dooms 7. H Y d ea appkabis spas el h Te Be hrhAd' causes oe Table 6141 with the Information "gaveled /I 'Fe IX Installed' wines must be equal le or none ended NA the rewired Inek 4 Cabees me 1 based an de To lb Installer cote. Normdloa 5. Raft 14daa kwiema6 fora Pada"' Table 662 and dmd red bat le Male your leant le coat* lie al amiable Ikea R Rut alp and dais the'Pr•p•rd if =dada edema d to bottom of page 1. The Coma or owner's are must nine dge ad ddb h hone. 1. Compliance package those (A-F) 2. New Construction or Addit$on 3. Single family detached or Mulifamily attached. 4. If Multifamily-No. of units covered by this submission. 5. Is thle a worst case? ( yes / no ) 8. Conditioned floor area (sq. ft. ) 7. Predominant eave overhang ( R ) 8. Glass type and area: a. Clear glass b. Tint, film or solar screen 9. Percentabe of glass to floor area 10. Floor type, area or perimeter, and insulation: a. Slab on grade (R- value) b. Wood, raised (R- Value) a Wood, common (R- value) d. Concrete, raised (R value) O. Concrete, oommon (R value) 11. Wall type, area and insulation: a. Exterior. 1. Masonry (Insulation R- Value) 2. Wood frame (Insulation R- Value) b. Adjacent: 1. Masonry (Insulation R- Value) 2. Wood frame (Insulation R- Value) 12. Ceiling type, area and insulation: a. Under attic (insulation R- Value) b. Single assemby (insulation R- Value) 13. Air Distribution System: Duct Insulation, location 14. Cooling System: ( Types: central, room unit, package terminal AC, gas, none ) 15. Heating System: ( Types: heat pump, elec.strip, natgas, LP.gas, gas h.p., room or PTAC, none ) 18. Hot Water System: ( Types elec., natgas, LP.gas, solar, heat rec., ded.heat pump, other, none Please Print 1. D 2. ADDITION 3. S.F. DETACHED 4. 5. YES 8. 1045 S.F. 7. 3 FEET Single Pane Double Pane 8a. sq.ft. sq.R 8b. 202 sq.ft ages 9. 19.3 % 10a. R= 0 51 Iln.ft. 10b. R= sq.ft. 10c. R= sq.ft. 10d. R= sq.ft. 100. R= sq.ft. 11-al R= 5 510 sq.ft. 11-a2 R= sq.ft. 11 -b1 R= sq.ft. 11 -b2 R= sq.ft. 12a R= 30 491 sq.ft. 12b R= sq.ft. 13 R = COND. 14a. Type: CENTRAL SPLIT 14b. SEER/EER: 14.7 SEER 14c. Capacity: 22,430 BTU SEN 15e. Type: Fl EC. STRIP 15b. HSPF/COP /AFUE: 15o. Capacity. 5 KW 16a. Type: EXISTING 16b, EF: CK I hereby Cosy that the piers and sped6cadois waned by pre cat or n =proud nth the Per** dprs ed pa us,n, coded y NI Wadi Male com .ah the none Energy Coda Bean canard* le wrecked, Die *JUN d be ap acted PREPARE B GE ORGE JENETOPULOS DATE: 10/19 hx =NAM le aacora nee et Soda 555906, FS I hereby catty the ttds bddng, as designed, is N carpla ct Jai tie Florda Energy Coda BUILDING OFFICIAL: DATE: OWNER AGENT: DATE: TOTAL SENSIBLE HEAT GAIN 21,481 I LATANT LOAD CALCULATIONS Based on 767 Indoor Dry Bulb at 601 R.H. LATENT WAD- INFILTRATION 0.66E 2_ GRAINS 1 5 9 INFILTRATION CFM LATENT LOAD-VENTILATION 0.68E GRAINS I VENTILATION CFM 2,008 LATIN? LOAD - INFILTRATION Number of People 2 x 230 460 L TOTAL LATENT HEAT GAIN I 2,466 , TOTAL SENSIBLE AND LATENT HEAT GAIN I 23,947 , NOT & All Heat Transfer Multipliers from ACCA Manual 'J' Sixth Editon and for a medium outdoor daily temperature rams. EXIST. C.U. NEW C.U. EXISTING GARAGE EXISTING CLOSET EXISTING BATHROOM EXISTING CLOSET 8 x 4 1WAY 40 CFM EXISTING BEDROOM EXISTING BEDROOM EXISTING MASTER BEDROOM 10 x 8 1WAY 210 CFM EXIST. AHU 10 x 6 1WAY 110 CFM DISTRIBUTION FOYER BOX EXISTING FAMILY ROOM EXISTING T RE -ROUT EXISTING DUCTWORK TO NEW AHU EXISTING LIVING ROOM/ DINING ROOM 10 x 8 1WAY 210 CFM EXISTING KITCHEN NEW LIVING ROOM EXTENSION EXISTING EXISTING 10 x 8 1WAY 210 CFM LOW YILOCITT BUPPPtY All DUCT (BEN HAAN) METAL ROUND IM MO QUADRANT (MANOR TO 31 OUTBIDS D(BSU1J'IOE PROMS D18U1ATI0)N GUARD VEXIti xMCLsaUURY SUPPLY GRILL VL2D1a (BIZ PLAN) All BLOW INSULATED FLEE. DUCT Tuxtla/If 02 EQUAL BE�AL k T SITS �cT FLEXIBLE DUCT CONN. DETAIL N.T. HVAC PLAN 1 /4" = 1 r -0 SEAL JOINT WITH DUCT SEALER k TAPE 8" MIN. FASTEN C.U. TO ANCHORED 2X4 PRESSURE TREATED WOOD SUPPORTS. MUST WITHSTAND 120 MPH WINDLOAD SEAL ENTRANCE OF REFRIGERANT LINES INTO P.V.C. PIPE WITH IMPERMEABLE, RESILENT MATERIAL CONDENSING UNIT MOUNTING DETAIL N.T.S. 8" MIN. CONCRETE BASE LOW VELOCITY SUPPLY AIR DUCT (SEE PLAN) FLEXIBLE DUCT CONN. DETAIL N.T.S. Filter Steel Support CONDENSING UNIT POWER & CONTROL CONNECTIONS 8" MINIMUM 4" MINIMUM LIQUID LINE W/0 INSULATION SCHEDULE 40 P.V.C. PIPE SUCTION LINE WITH ARMAFLEX INSULATION It VAPOR BARRIER } { AIR CONDITIONING UNIT 0 0 H H Finished Floor 00 f Supply Duct 1 -- Finished CI g. AIR HANDLER DETAIL nts Studs Partition Refrigerant lines Cond. drain w/ P -Trop Non - Skid Neoprene Acoustical Isolator Pad vic REST 3 ELS E \CE 1070 N.E. 92nd Street Miami Shores, FL 33138 FORvAL LIVING ROOV ENTRY EXTENSION Sam & Pam Michels (305) 757 -5599 GENERAL NOTES HVAC SCHEDULE SPLIT SYSTEM Air Handling Unit Designation AHU -1 Manufacturer Lennox Model CB- 30M -31 Supply Air CFM 1100 -CFM Heating -KW 5 Electrical Service 208/230/1 Maximum Breaker 30 Amp Condensing Unit Designation C /U -1 Model HS27 -024 Number of Compressors 1 Cooling Capacity- Btuh Sensible 22,430 Rated Load Amps 11.2 SEER /EER -COP 14.7 Electrical Service 208/230/1 Maximum Breaker 20 Amp 0/21/98 ISSUED FOR PERMIT GMJ AS NOTED 9/19/98 REVISIONS HVAC PLA\ JENETOPULOS GROUP ARCHITECTURE TOWN PLANNING George M. Jenetopulos Florida Architect 14185 7300 S.W. 105 Terrace miomi, FL 33158 -3841 (305) 663 -2991 SHEET 6 OF 7 AC -1 SENSIBLE Bin GAIN SUBTOTAL FROM PAGE 1 1 5,1 00 I DESIGN TEMPERATURE DIFFERENCE CIIa4G 3' INS SQUARE 10 /T6 \ 20 86 30 36 H / HLITRANSFER MULTIPUIR HEAT GAIN FEET NO INSULATION 14.9 17.0 19.2 81.4 22.6 23.6 2 -11, INSULATION 2.8 3.2 3.7 4.1 4.3 4.6 8 -19, e' INSULATION 1.2 8.1 8.3 8.6 8.8 8.9 8 -30. 10' INSULATION 1,045 1,1 1.3 1.6 1.6 1.7 1.8 1,358 8 -36, 18' INSULATION 0.9 \ 1.0 / 1.1 1.3 1.3 1.4 1,045 KW. s 8.5' Ave. c a HEIGHT = 8 CUBIC FT. INFILTRAli0N/ VENTILATION 0.40E 8,882 CUBIC 1T / 60 1 59 CFM MECHANICAL YENT LCION CFM a FRESa AIR INTAKE DESI N TEMPERATURE DIFFERENCE 111UH CFM 10 16 80 26 30 38 HEAT GAIN HEAT TRANSFER MULTIPLIER GGF1LTRATION 59 11.0 18.0 to 87.0 32.0 310 973 MECHANICAL VENTILATION 11.0 18.6 22.0 27.0 32.0 38.0 I INTERNAL BEAT GAIN KITCHEN ALIAVANCE NUMBER OF PEOPLE ..2-X � BTUH 600 GAIN 1 SENSIBLE HEAT GAIN SUBTOTAL 19,231 GAM 1 DUCT GA 18 -6 1.78' FleribLe Blanket insulation ADD 11.7% (.117) 19,231 2,250 l - 8• Flexible Blanket Insulation ADD FOX (.10) BTVa SILT GAIN FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600B -97 Residential Component Prescriptive Method B SOUTH 7 8 9 Department of Community Affairs Cc.ywo eler Head 1 Naar 6 d u,. nords bBev ap Cods say be drnonsbd y h d we Fru e04447 far * rd aortas* r aortas* roalona. d 1 arta er k" le hega an addax le alai midair barn a. Ti wryly, a WWI .. red or and d d h �f rr aka* v w k r9' or d 1. Rek•r a• co•4•r ?•chase comply ly ea h ..a p. soma. lad Table x61 d K bra Am Asada road le prodder ffar addbft d x00 sours fat r lefty use d fore 00C.47. . �. kr** deft not iY t comply el maned. It may d co* under oar seders b GENERA/ . rim constraHoe IndudIns ddtlar ark Nmrpar* any or Woke*, ledges am not coyly why lee method *al slur w m, Angie aearely roe fr. kdb'1 coriUUdoti or dq t/ra or oar nos -vabd rod plea L Chow one el the ravened padooee through'? tram Table 661 by rdidr ya chard le wanly shift to Code. ode the adobe d the whip you law dooms 7. H Y d ea appkabis spas el h Te Be hrhAd' causes oe Table 6141 with the Information "gaveled /I 'Fe IX Installed' wines must be equal le or none ended NA the rewired Inek 4 Cabees me 1 based an de To lb Installer cote. Normdloa 5. Raft 14daa kwiema6 fora Pada"' Table 662 and dmd red bat le Male your leant le coat* lie al amiable Ikea R Rut alp and dais the'Pr•p•rd if =dada edema d to bottom of page 1. The Coma or owner's are must nine dge ad ddb h hone. 1. Compliance package those (A-F) 2. New Construction or Addit$on 3. Single family detached or Mulifamily attached. 4. If Multifamily-No. of units covered by this submission. 5. Is thle a worst case? ( yes / no ) 8. Conditioned floor area (sq. ft. ) 7. Predominant eave overhang ( R ) 8. Glass type and area: a. Clear glass b. Tint, film or solar screen 9. Percentabe of glass to floor area 10. Floor type, area or perimeter, and insulation: a. Slab on grade (R- value) b. Wood, raised (R- Value) a Wood, common (R- value) d. Concrete, raised (R value) O. Concrete, oommon (R value) 11. Wall type, area and insulation: a. Exterior. 1. Masonry (Insulation R- Value) 2. Wood frame (Insulation R- Value) b. Adjacent: 1. Masonry (Insulation R- Value) 2. Wood frame (Insulation R- Value) 12. Ceiling type, area and insulation: a. Under attic (insulation R- Value) b. Single assemby (insulation R- Value) 13. Air Distribution System: Duct Insulation, location 14. Cooling System: ( Types: central, room unit, package terminal AC, gas, none ) 15. Heating System: ( Types: heat pump, elec.strip, natgas, LP.gas, gas h.p., room or PTAC, none ) 18. Hot Water System: ( Types elec., natgas, LP.gas, solar, heat rec., ded.heat pump, other, none Please Print 1. D 2. ADDITION 3. S.F. DETACHED 4. 5. YES 8. 1045 S.F. 7. 3 FEET Single Pane Double Pane 8a. sq.ft. sq.R 8b. 202 sq.ft ages 9. 19.3 % 10a. R= 0 51 Iln.ft. 10b. R= sq.ft. 10c. R= sq.ft. 10d. R= sq.ft. 100. R= sq.ft. 11-al R= 5 510 sq.ft. 11-a2 R= sq.ft. 11 -b1 R= sq.ft. 11 -b2 R= sq.ft. 12a R= 30 491 sq.ft. 12b R= sq.ft. 13 R = COND. 14a. Type: CENTRAL SPLIT 14b. SEER/EER: 14.7 SEER 14c. Capacity: 22,430 BTU SEN 15e. Type: Fl EC. STRIP 15b. HSPF/COP /AFUE: 15o. Capacity. 5 KW 16a. Type: EXISTING 16b, EF: CK I hereby Cosy that the piers and sped6cadois waned by pre cat or n =proud nth the Per** dprs ed pa us,n, coded y NI Wadi Male com .ah the none Energy Coda Bean canard* le wrecked, Die *JUN d be ap acted PREPARE B GE ORGE JENETOPULOS DATE: 10/19 hx =NAM le aacora nee et Soda 555906, FS I hereby catty the ttds bddng, as designed, is N carpla ct Jai tie Florda Energy Coda BUILDING OFFICIAL: DATE: OWNER AGENT: DATE: TOTAL SENSIBLE HEAT GAIN 21,481 I LATANT LOAD CALCULATIONS Based on 767 Indoor Dry Bulb at 601 R.H. LATENT WAD- INFILTRATION 0.66E 2_ GRAINS 1 5 9 INFILTRATION CFM LATENT LOAD-VENTILATION 0.68E GRAINS I VENTILATION CFM 2,008 LATIN? LOAD - INFILTRATION Number of People 2 x 230 460 L TOTAL LATENT HEAT GAIN I 2,466 , TOTAL SENSIBLE AND LATENT HEAT GAIN I 23,947 , NOT & All Heat Transfer Multipliers from ACCA Manual 'J' Sixth Editon and for a medium outdoor daily temperature rams. EXIST. C.U. NEW C.U. EXISTING GARAGE EXISTING CLOSET EXISTING BATHROOM EXISTING CLOSET 8 x 4 1WAY 40 CFM EXISTING BEDROOM EXISTING BEDROOM EXISTING MASTER BEDROOM 10 x 8 1WAY 210 CFM EXIST. AHU 10 x 6 1WAY 110 CFM DISTRIBUTION FOYER BOX EXISTING FAMILY ROOM EXISTING T RE -ROUT EXISTING DUCTWORK TO NEW AHU EXISTING LIVING ROOM/ DINING ROOM 10 x 8 1WAY 210 CFM EXISTING KITCHEN NEW LIVING ROOM EXTENSION EXISTING EXISTING 10 x 8 1WAY 210 CFM LOW YILOCITT BUPPPtY All DUCT (BEN HAAN) METAL ROUND IM MO QUADRANT (MANOR TO 31 OUTBIDS D(BSU1J'IOE PROMS D18U1ATI0)N GUARD VEXIti xMCLsaUURY SUPPLY GRILL VL2D1a (BIZ PLAN) All BLOW INSULATED FLEE. DUCT Tuxtla/If 02 EQUAL BE�AL k T SITS �cT FLEXIBLE DUCT CONN. DETAIL N.T. HVAC PLAN 1 /4" = 1 r -0 SEAL JOINT WITH DUCT SEALER k TAPE 8" MIN. FASTEN C.U. TO ANCHORED 2X4 PRESSURE TREATED WOOD SUPPORTS. MUST WITHSTAND 120 MPH WINDLOAD SEAL ENTRANCE OF REFRIGERANT LINES INTO P.V.C. PIPE WITH IMPERMEABLE, RESILENT MATERIAL CONDENSING UNIT MOUNTING DETAIL N.T.S. 8" MIN. CONCRETE BASE LOW VELOCITY SUPPLY AIR DUCT (SEE PLAN) FLEXIBLE DUCT CONN. DETAIL N.T.S. Filter Steel Support CONDENSING UNIT POWER & CONTROL CONNECTIONS 8" MINIMUM 4" MINIMUM LIQUID LINE W/0 INSULATION SCHEDULE 40 P.V.C. PIPE SUCTION LINE WITH ARMAFLEX INSULATION It VAPOR BARRIER } { AIR CONDITIONING UNIT 0 0 H H Finished Floor 00 f Supply Duct 1 -- Finished CI g. AIR HANDLER DETAIL nts Studs Partition Refrigerant lines Cond. drain w/ P -Trop Non - Skid Neoprene Acoustical Isolator Pad vic REST 3 ELS E \CE 1070 N.E. 92nd Street Miami Shores, FL 33138 FORvAL LIVING ROOV ENTRY EXTENSION Sam & Pam Michels (305) 757 -5599 GENERAL NOTES HVAC SCHEDULE SPLIT SYSTEM Air Handling Unit Designation AHU -1 Manufacturer Lennox Model CB- 30M -31 Supply Air CFM 1100 -CFM Heating -KW 5 Electrical Service 208/230/1 Maximum Breaker 30 Amp Condensing Unit Designation C /U -1 Model HS27 -024 Number of Compressors 1 Cooling Capacity- Btuh Sensible 22,430 Rated Load Amps 11.2 SEER /EER -COP 14.7 Electrical Service 208/230/1 Maximum Breaker 20 Amp 0/21/98 ISSUED FOR PERMIT GMJ AS NOTED 9/19/98 REVISIONS HVAC PLA\ JENETOPULOS GROUP ARCHITECTURE TOWN PLANNING George M. Jenetopulos Florida Architect 14185 7300 S.W. 105 Terrace miomi, FL 33158 -3841 (305) 663 -2991 SHEET 6 OF 7 AC -1 1,045 KW. s 8.5' Ave. c a HEIGHT = 8 CUBIC FT. INFILTRAli0N/ VENTILATION 0.40E 8,882 CUBIC 1T / 60 1 59 CFM MECHANICAL YENT LCION CFM a FRESa AIR INTAKE DESI N TEMPERATURE DIFFERENCE 111UH CFM 10 16 80 26 30 38 HEAT GAIN HEAT TRANSFER MULTIPLIER GGF1LTRATION 59 11.0 18.0 to 87.0 32.0 310 973 MECHANICAL VENTILATION 11.0 18.6 22.0 27.0 32.0 38.0 I INTERNAL BEAT GAIN KITCHEN ALIAVANCE NUMBER OF PEOPLE ..2-X � BTUH 600 GAIN 1 SENSIBLE HEAT GAIN SUBTOTAL 19,231 GAM 1 DUCT GA 18 -6 1.78' FleribLe Blanket insulation ADD 11.7% (.117) 19,231 2,250 l - 8• Flexible Blanket Insulation ADD FOX (.10) BTVa SILT GAIN FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600B -97 Residential Component Prescriptive Method B SOUTH 7 8 9 Department of Community Affairs Cc.ywo eler Head 1 Naar 6 d u,. nords bBev ap Cods say be drnonsbd y h d we Fru e04447 far * rd aortas* r aortas* roalona. d 1 arta er k" le hega an addax le alai midair barn a. Ti wryly, a WWI .. red or and d d h �f rr aka* v w k r9' or d 1. Rek•r a• co•4•r ?•chase comply ly ea h ..a p. soma. lad Table x61 d K bra Am Asada road le prodder ffar addbft d x00 sours fat r lefty use d fore 00C.47. . �. kr** deft not iY t comply el maned. It may d co* under oar seders b GENERA/ . rim constraHoe IndudIns ddtlar ark Nmrpar* any or Woke*, ledges am not coyly why lee method *al slur w m, Angie aearely roe fr. kdb'1 coriUUdoti or dq t/ra or oar nos -vabd rod plea L Chow one el the ravened padooee through'? tram Table 661 by rdidr ya chard le wanly shift to Code. ode the adobe d the whip you law dooms 7. H Y d ea appkabis spas el h Te Be hrhAd' causes oe Table 6141 with the Information "gaveled /I 'Fe IX Installed' wines must be equal le or none ended NA the rewired Inek 4 Cabees me 1 based an de To lb Installer cote. Normdloa 5. Raft 14daa kwiema6 fora Pada"' Table 662 and dmd red bat le Male your leant le coat* lie al amiable Ikea R Rut alp and dais the'Pr•p•rd if =dada edema d to bottom of page 1. The Coma or owner's are must nine dge ad ddb h hone. 1. Compliance package those (A-F) 2. New Construction or Addit$on 3. Single family detached or Mulifamily attached. 4. If Multifamily-No. of units covered by this submission. 5. Is thle a worst case? ( yes / no ) 8. Conditioned floor area (sq. ft. ) 7. Predominant eave overhang ( R ) 8. Glass type and area: a. Clear glass b. Tint, film or solar screen 9. Percentabe of glass to floor area 10. Floor type, area or perimeter, and insulation: a. Slab on grade (R- value) b. Wood, raised (R- Value) a Wood, common (R- value) d. Concrete, raised (R value) O. Concrete, oommon (R value) 11. Wall type, area and insulation: a. Exterior. 1. Masonry (Insulation R- Value) 2. Wood frame (Insulation R- Value) b. Adjacent: 1. Masonry (Insulation R- Value) 2. Wood frame (Insulation R- Value) 12. Ceiling type, area and insulation: a. Under attic (insulation R- Value) b. Single assemby (insulation R- Value) 13. Air Distribution System: Duct Insulation, location 14. Cooling System: ( Types: central, room unit, package terminal AC, gas, none ) 15. Heating System: ( Types: heat pump, elec.strip, natgas, LP.gas, gas h.p., room or PTAC, none ) 18. Hot Water System: ( Types elec., natgas, LP.gas, solar, heat rec., ded.heat pump, other, none Please Print 1. D 2. ADDITION 3. S.F. DETACHED 4. 5. YES 8. 1045 S.F. 7. 3 FEET Single Pane Double Pane 8a. sq.ft. sq.R 8b. 202 sq.ft ages 9. 19.3 % 10a. R= 0 51 Iln.ft. 10b. R= sq.ft. 10c. R= sq.ft. 10d. R= sq.ft. 100. R= sq.ft. 11-al R= 5 510 sq.ft. 11-a2 R= sq.ft. 11 -b1 R= sq.ft. 11 -b2 R= sq.ft. 12a R= 30 491 sq.ft. 12b R= sq.ft. 13 R = COND. 14a. Type: CENTRAL SPLIT 14b. SEER/EER: 14.7 SEER 14c. Capacity: 22,430 BTU SEN 15e. Type: Fl EC. STRIP 15b. HSPF/COP /AFUE: 15o. Capacity. 5 KW 16a. Type: EXISTING 16b, EF: CK I hereby Cosy that the piers and sped6cadois waned by pre cat or n =proud nth the Per** dprs ed pa us,n, coded y NI Wadi Male com .ah the none Energy Coda Bean canard* le wrecked, Die *JUN d be ap acted PREPARE B GE ORGE JENETOPULOS DATE: 10/19 hx =NAM le aacora nee et Soda 555906, FS I hereby catty the ttds bddng, as designed, is N carpla ct Jai tie Florda Energy Coda BUILDING OFFICIAL: DATE: OWNER AGENT: DATE: TOTAL SENSIBLE HEAT GAIN 21,481 I LATANT LOAD CALCULATIONS Based on 767 Indoor Dry Bulb at 601 R.H. LATENT WAD- INFILTRATION 0.66E 2_ GRAINS 1 5 9 INFILTRATION CFM LATENT LOAD-VENTILATION 0.68E GRAINS I VENTILATION CFM 2,008 LATIN? LOAD - INFILTRATION Number of People 2 x 230 460 L TOTAL LATENT HEAT GAIN I 2,466 , TOTAL SENSIBLE AND LATENT HEAT GAIN I 23,947 , NOT & All Heat Transfer Multipliers from ACCA Manual 'J' Sixth Editon and for a medium outdoor daily temperature rams. EXIST. C.U. NEW C.U. EXISTING GARAGE EXISTING CLOSET EXISTING BATHROOM EXISTING CLOSET 8 x 4 1WAY 40 CFM EXISTING BEDROOM EXISTING BEDROOM EXISTING MASTER BEDROOM 10 x 8 1WAY 210 CFM EXIST. AHU 10 x 6 1WAY 110 CFM DISTRIBUTION FOYER BOX EXISTING FAMILY ROOM EXISTING T RE -ROUT EXISTING DUCTWORK TO NEW AHU EXISTING LIVING ROOM/ DINING ROOM 10 x 8 1WAY 210 CFM EXISTING KITCHEN NEW LIVING ROOM EXTENSION EXISTING EXISTING 10 x 8 1WAY 210 CFM LOW YILOCITT BUPPPtY All DUCT (BEN HAAN) METAL ROUND IM MO QUADRANT (MANOR TO 31 OUTBIDS D(BSU1J'IOE PROMS D18U1ATI0)N GUARD VEXIti xMCLsaUURY SUPPLY GRILL VL2D1a (BIZ PLAN) All BLOW INSULATED FLEE. DUCT Tuxtla/If 02 EQUAL BE�AL k T SITS �cT FLEXIBLE DUCT CONN. DETAIL N.T. HVAC PLAN 1 /4" = 1 r -0 SEAL JOINT WITH DUCT SEALER k TAPE 8" MIN. FASTEN C.U. TO ANCHORED 2X4 PRESSURE TREATED WOOD SUPPORTS. MUST WITHSTAND 120 MPH WINDLOAD SEAL ENTRANCE OF REFRIGERANT LINES INTO P.V.C. PIPE WITH IMPERMEABLE, RESILENT MATERIAL CONDENSING UNIT MOUNTING DETAIL N.T.S. 8" MIN. CONCRETE BASE LOW VELOCITY SUPPLY AIR DUCT (SEE PLAN) FLEXIBLE DUCT CONN. DETAIL N.T.S. Filter Steel Support CONDENSING UNIT POWER & CONTROL CONNECTIONS 8" MINIMUM 4" MINIMUM LIQUID LINE W/0 INSULATION SCHEDULE 40 P.V.C. PIPE SUCTION LINE WITH ARMAFLEX INSULATION It VAPOR BARRIER } { AIR CONDITIONING UNIT 0 0 H H Finished Floor 00 f Supply Duct 1 -- Finished CI g. AIR HANDLER DETAIL nts Studs Partition Refrigerant lines Cond. drain w/ P -Trop Non - Skid Neoprene Acoustical Isolator Pad vic REST 3 ELS E \CE 1070 N.E. 92nd Street Miami Shores, FL 33138 FORvAL LIVING ROOV ENTRY EXTENSION Sam & Pam Michels (305) 757 -5599 GENERAL NOTES HVAC SCHEDULE SPLIT SYSTEM Air Handling Unit Designation AHU -1 Manufacturer Lennox Model CB- 30M -31 Supply Air CFM 1100 -CFM Heating -KW 5 Electrical Service 208/230/1 Maximum Breaker 30 Amp Condensing Unit Designation C /U -1 Model HS27 -024 Number of Compressors 1 Cooling Capacity- Btuh Sensible 22,430 Rated Load Amps 11.2 SEER /EER -COP 14.7 Electrical Service 208/230/1 Maximum Breaker 20 Amp 0/21/98 ISSUED FOR PERMIT GMJ AS NOTED 9/19/98 REVISIONS HVAC PLA\ JENETOPULOS GROUP ARCHITECTURE TOWN PLANNING George M. Jenetopulos Florida Architect 14185 7300 S.W. 105 Terrace miomi, FL 33158 -3841 (305) 663 -2991 SHEET 6 OF 7 AC -1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600B -97 Residential Component Prescriptive Method B SOUTH 7 8 9 Department of Community Affairs Cc.ywo eler Head 1 Naar 6 d u,. nords bBev ap Cods say be drnonsbd y h d we Fru e04447 far * rd aortas* r aortas* roalona. d 1 arta er k" le hega an addax le alai midair barn a. Ti wryly, a WWI .. red or and d d h �f rr aka* v w k r9' or d 1. Rek•r a• co•4•r ?•chase comply ly ea h ..a p. soma. lad Table x61 d K bra Am Asada road le prodder ffar addbft d x00 sours fat r lefty use d fore 00C.47. . �. kr** deft not iY t comply el maned. It may d co* under oar seders b GENERA/ . rim constraHoe IndudIns ddtlar ark Nmrpar* any or Woke*, ledges am not coyly why lee method *al slur w m, Angie aearely roe fr. kdb'1 coriUUdoti or dq t/ra or oar nos -vabd rod plea L Chow one el the ravened padooee through'? tram Table 661 by rdidr ya chard le wanly shift to Code. ode the adobe d the whip you law dooms 7. H Y d ea appkabis spas el h Te Be hrhAd' causes oe Table 6141 with the Information "gaveled /I 'Fe IX Installed' wines must be equal le or none ended NA the rewired Inek 4 Cabees me 1 based an de To lb Installer cote. Normdloa 5. Raft 14daa kwiema6 fora Pada"' Table 662 and dmd red bat le Male your leant le coat* lie al amiable Ikea R Rut alp and dais the'Pr•p•rd if =dada edema d to bottom of page 1. The Coma or owner's are must nine dge ad ddb h hone. 1. Compliance package those (A-F) 2. New Construction or Addit$on 3. Single family detached or Mulifamily attached. 4. If Multifamily-No. of units covered by this submission. 5. Is thle a worst case? ( yes / no ) 8. Conditioned floor area (sq. ft. ) 7. Predominant eave overhang ( R ) 8. Glass type and area: a. Clear glass b. Tint, film or solar screen 9. Percentabe of glass to floor area 10. Floor type, area or perimeter, and insulation: a. Slab on grade (R- value) b. Wood, raised (R- Value) a Wood, common (R- value) d. Concrete, raised (R value) O. Concrete, oommon (R value) 11. Wall type, area and insulation: a. Exterior. 1. Masonry (Insulation R- Value) 2. Wood frame (Insulation R- Value) b. Adjacent: 1. Masonry (Insulation R- Value) 2. Wood frame (Insulation R- Value) 12. Ceiling type, area and insulation: a. Under attic (insulation R- Value) b. Single assemby (insulation R- Value) 13. Air Distribution System: Duct Insulation, location 14. Cooling System: ( Types: central, room unit, package terminal AC, gas, none ) 15. Heating System: ( Types: heat pump, elec.strip, natgas, LP.gas, gas h.p., room or PTAC, none ) 18. Hot Water System: ( Types elec., natgas, LP.gas, solar, heat rec., ded.heat pump, other, none Please Print 1. D 2. ADDITION 3. S.F. DETACHED 4. 5. YES 8. 1045 S.F. 7. 3 FEET Single Pane Double Pane 8a. sq.ft. sq.R 8b. 202 sq.ft ages 9. 19.3 % 10a. R= 0 51 Iln.ft. 10b. R= sq.ft. 10c. R= sq.ft. 10d. R= sq.ft. 100. R= sq.ft. 11-al R= 5 510 sq.ft. 11-a2 R= sq.ft. 11 -b1 R= sq.ft. 11 -b2 R= sq.ft. 12a R= 30 491 sq.ft. 12b R= sq.ft. 13 R = COND. 14a. Type: CENTRAL SPLIT 14b. SEER/EER: 14.7 SEER 14c. Capacity: 22,430 BTU SEN 15e. Type: Fl EC. STRIP 15b. HSPF/COP /AFUE: 15o. Capacity. 5 KW 16a. Type: EXISTING 16b, EF: CK I hereby Cosy that the piers and sped6cadois waned by pre cat or n =proud nth the Per** dprs ed pa us,n, coded y NI Wadi Male com .ah the none Energy Coda Bean canard* le wrecked, Die *JUN d be ap acted PREPARE B GE ORGE JENETOPULOS DATE: 10/19 hx =NAM le aacora nee et Soda 555906, FS I hereby catty the ttds bddng, as designed, is N carpla ct Jai tie Florda Energy Coda BUILDING OFFICIAL: DATE: OWNER AGENT: DATE: TOTAL SENSIBLE HEAT GAIN 21,481 I LATANT LOAD CALCULATIONS Based on 767 Indoor Dry Bulb at 601 R.H. LATENT WAD- INFILTRATION 0.66E 2_ GRAINS 1 5 9 INFILTRATION CFM LATENT LOAD-VENTILATION 0.68E GRAINS I VENTILATION CFM 2,008 LATIN? LOAD - INFILTRATION Number of People 2 x 230 460 L TOTAL LATENT HEAT GAIN I 2,466 , TOTAL SENSIBLE AND LATENT HEAT GAIN I 23,947 , NOT & All Heat Transfer Multipliers from ACCA Manual 'J' Sixth Editon and for a medium outdoor daily temperature rams. EXIST. C.U. NEW C.U. EXISTING GARAGE EXISTING CLOSET EXISTING BATHROOM EXISTING CLOSET 8 x 4 1WAY 40 CFM EXISTING BEDROOM EXISTING BEDROOM EXISTING MASTER BEDROOM 10 x 8 1WAY 210 CFM EXIST. AHU 10 x 6 1WAY 110 CFM DISTRIBUTION FOYER BOX EXISTING FAMILY ROOM EXISTING T RE -ROUT EXISTING DUCTWORK TO NEW AHU EXISTING LIVING ROOM/ DINING ROOM 10 x 8 1WAY 210 CFM EXISTING KITCHEN NEW LIVING ROOM EXTENSION EXISTING EXISTING 10 x 8 1WAY 210 CFM LOW YILOCITT BUPPPtY All DUCT (BEN HAAN) METAL ROUND IM MO QUADRANT (MANOR TO 31 OUTBIDS D(BSU1J'IOE PROMS D18U1ATI0)N GUARD VEXIti xMCLsaUURY SUPPLY GRILL VL2D1a (BIZ PLAN) All BLOW INSULATED FLEE. DUCT Tuxtla/If 02 EQUAL BE�AL k T SITS �cT FLEXIBLE DUCT CONN. DETAIL N.T. HVAC PLAN 1 /4" = 1 r -0 SEAL JOINT WITH DUCT SEALER k TAPE 8" MIN. FASTEN C.U. TO ANCHORED 2X4 PRESSURE TREATED WOOD SUPPORTS. MUST WITHSTAND 120 MPH WINDLOAD SEAL ENTRANCE OF REFRIGERANT LINES INTO P.V.C. PIPE WITH IMPERMEABLE, RESILENT MATERIAL CONDENSING UNIT MOUNTING DETAIL N.T.S. 8" MIN. CONCRETE BASE LOW VELOCITY SUPPLY AIR DUCT (SEE PLAN) FLEXIBLE DUCT CONN. DETAIL N.T.S. Filter Steel Support CONDENSING UNIT POWER & CONTROL CONNECTIONS 8" MINIMUM 4" MINIMUM LIQUID LINE W/0 INSULATION SCHEDULE 40 P.V.C. PIPE SUCTION LINE WITH ARMAFLEX INSULATION It VAPOR BARRIER } { AIR CONDITIONING UNIT 0 0 H H Finished Floor 00 f Supply Duct 1 -- Finished CI g. AIR HANDLER DETAIL nts Studs Partition Refrigerant lines Cond. drain w/ P -Trop Non - Skid Neoprene Acoustical Isolator Pad vic REST 3 ELS E \CE 1070 N.E. 92nd Street Miami Shores, FL 33138 FORvAL LIVING ROOV ENTRY EXTENSION Sam & Pam Michels (305) 757 -5599 GENERAL NOTES HVAC SCHEDULE SPLIT SYSTEM Air Handling Unit Designation AHU -1 Manufacturer Lennox Model CB- 30M -31 Supply Air CFM 1100 -CFM Heating -KW 5 Electrical Service 208/230/1 Maximum Breaker 30 Amp Condensing Unit Designation C /U -1 Model HS27 -024 Number of Compressors 1 Cooling Capacity- Btuh Sensible 22,430 Rated Load Amps 11.2 SEER /EER -COP 14.7 Electrical Service 208/230/1 Maximum Breaker 20 Amp 0/21/98 ISSUED FOR PERMIT GMJ AS NOTED 9/19/98 REVISIONS HVAC PLA\ JENETOPULOS GROUP ARCHITECTURE TOWN PLANNING George M. Jenetopulos Florida Architect 14185 7300 S.W. 105 Terrace miomi, FL 33158 -3841 (305) 663 -2991 SHEET 6 OF 7 AC -1 * SIZE OF SERVICE LOAD CALCULATION Calculated by Example 2 (a) NEC 220 -30 (a) and Table 220 -30. Existing 2554 © 3VA /sf = New 500 © 3VA /sf = Small Appliances 2 ® 1500 Dining Room Sm. Appliance 1 ® 1500 Water Heaters 1 © 4500 Pool Pump Stove Garbage Disposals 1 © 1500 Dishwasher Hood /Microwave Laundry Jacuzzi Washing Machine Cloths Dryer Refrigerator Total DEMAND LOAD First 10,000 © 100% Balance 33,662 © 40% Heat Load 2 ® 5000 ® 65% Total 29,965 VA / 240 V = 125 Amps = 10,000 VA = 13,465 VA = 6,500 VA = 29,965 VA 7,662 VA 1,500 VA 3,000 VA 1,500 VA 4,500 VA 2,500 VA 7,500 VA 1,500 VA 1,500 VA 1,500 VA 1,500 VA 1,500 VA 1,500 VA 5,000 VA 1,500 VA = 43,662 VA Existing 200 Amp Service is Adequate NEW C.U. 4I, 1 \ EXISTING 42 CIRCUIT 200 AMP PANEL EXISTING GARAGE EXISTING 8A1THROOM EXISTING BATHROOM EXISTING CLOSET EXISTING CLOSET EXISTING BATHROOM EXISTING BEDROOM EX. CL. EX. CL. EXISTING BEDROOM EXISTING MASTER BEDROOM C -35,37 EXISTING MO NEW AHU EXIST. AHU DISCONNECT PER MANUF FAM ROOM PLATE / NEW FOYER \ C -38 3W 0 C -38 C -38 3W EX. 111 1 C -36 EXISTING LIVING ROOM/ DINING ROOM '47v \ C -7 0 C -36 0 • EXISTING KITCHEN 0 NEW LIVING ROOM EXTENSION / EX. 7 C -36 C -36 00 C -36 EXIST. C.U. DISCONNECT PER MANUF. DW PLATE C -35,37 C -36 WP GFI ELECTRICAL PLA\ WP GFI EX. 3W SYMBOL LEGEND = DUPLEX RECEPTACLE (DECORA) = DUPLEX RECEPTACLE ( DECORA) WATERPROOF COVER GROUND FAULT INTERRUPT = EXISTING DUPLEX RECEPTACLE = SWITCH (DECORA) = SWITCH (DECORA) 3 WAY = RECESS HI —HAT LIGHT S S 0 = SMOKE DETECTOR TO BATH LIGHTING CIRCUIT = WALL MOUNT EXTERIOR LIGHT = JUNCTION BOX FOR OUTDOOR HANGING LIGHT AT FOYER / 0 C-38 EXISTING ELECTRICAL METER C -38 SMOKE DETECTOR NOTE: NEW SMOKE DETECTOR CONNECTED TO EXISTING CIRCUIT C -7 IS A KITCHEN LIGHTING CIRCUIT NON —GFI ELECTRICAL NOTE: Lighting and Receptacle Circuits (36,38) Wire to be Romex 12/2 with ground. 20 amp single pole breakers. Circuits 36 and 38 are open slots on existing panel. A/C Circuit (35,37) Wire to be Romex 10/2 with ground. 30 amp double pole breaker. Circuits 35 and 37 are open slots on existing panel. VICHELS RESIN - \CE 1070 N.E. 92nd Street Miami Shores, FL 33138 FORMAL LIVING ROOM ENTRY EXTENSION Sam & Pam Michels (305) 757 -5599 GENERAL NOTES ELECTRICAL PLA\ 1 10/21/98 ISSUED FOR PERMIT REVISIONS JENETOPULOS GROUP ARCHITECTURE TOWN PLANNING George M. Jenetopulos Florida Architect N 14185 7.300 S.W. 105 Terrace miami, FL 33156 - 3841 (305) 683 -2991 SHEET 7 OF 7 GMJ 1/4"=V-0" 9/19/98 I- 1 1 -19 -99 REF: 14 ?20 -1 ( JO( J03 JO5 J07 JO? J07 JO? J05 J03 JO 1 R :vF LEIICUT 2 CS) 29 -9 -0 m m z m SC LE: 1 / 1 " -0 m 9 m } J31 J03 Je5 J07 J07 J07 J07 J05 J03 J01 APPROVED TRUSS ANCHOR BY BUILDER SQUARE CUT OVERHANG HEEL HEIGHT = 2x4 STD. BOTTOM = 2x4 MIN. 12 TOP = 2x4 MINT 3.01W' i 0.0 12 3 " -0' TRUSS END DETRIL DESIGN DATA: LOADING CRITERIA ( S.F,B,C. ) ROOF LIVE: 30 PSF ROOF DEAD: 25 PSF FLOOR LIVE: 40 PSF FLOOR DEAD: 15 PSF WIND LOADING CRITERIA: ( ASCE 7 -93) WIND DESIGN VELOCITY: ____ MPH WIND DURATION FACTOR: 1.33 EXPOSURE: CATEGORY: DESIGN ELEVATION: FT. DEAD LOAD FOR UPLIFT: 10 LBS IMPORTANCE FACTOR: 1.05 TRUSS DESIGNER OF RECORD: SALVADOR A, JURADO P.E.' ,• y 1!..19$ t : SW E Ci: • c . w • Ci 1999 REV REV. 1 - I c -cc J J J REV REV UEYLRAL IY F(JR6tAIKJY READ ALL NOTES. TRUSSES WILL NOT SE MANUFACTURED WITHOUT APPROVAL OF THIS GRAWING. R'ARMNG AND INSTRUCTIONS. 7 .s_4_L NG AND - RESE _CMRCNENTS Y. S' 2EAD A•.J FOLL,_.. 77,7 N4RN11 -.C A`.,, TR. C 17 DELVER ANC ENG PACtiA3E DO Iv 3" .NSTA.. OR 3SE'HESE COMPONENTS „NT _ 3F. NERY P4.^. IS RFCEP. ; ANr, 4. TR31 'R_. SSES ARE VER PIED FL ACC�RAC REFER "DH3 -3C. S..'MMARY S''EET TRUSS ?LAT= T, A REOOMENDA T'OV if AVC AL "R'_ SS D. DR 'VRDRTA\T NFDR'MA "'ON RECARC BRAE \C' AND \S JN Gl:'>eLN eS E AD`. ICE DF A PRCFE3 ti,JAA- OR REGIS "ERE:: ARE M,5' 3E VA'' Erg: Rc'.A " BEA R,NC DESIGN ANCLRDRAGE. SRA \C+ NG`A D AND SE _. _3 DAD = 'R.-_ COMRAN � •.DT R__T_.., _ DR _E MATTERS A FER'ATEROM - HE 3- _D,AG nr " " =P4R T,MFVT R: - %D,. R=3 T3.NSTA.. r.r TS D7 NOT NCT4,, 1 COMPONEN TS , 303'ANEC CJA' RAZ. - DR M. S' AD-ERE T_; A_L : REC_ 3 RECARD'._, E ''NS'A__A''JN AND . ..3E J: ' R_33E3 H INSTALLATION AND USE. EL. r OR A_'E TR _..SSES DO 'JOT AASTALL OR _I'>E CA,MA:,Ev - R_. SSES A`.D REPORT ANY DAMAGED "RL "D "43R CA'iDR PROPER NSTA_.ATDN AND ..SE J ^' HESS COMPONENTS 3'HE 3:7LE RESP -JN13.3 _ JF'HOSE PERSONS ,NS'A__,VG AVa .,S =_ _ ' DIJMRD._ ^.TS :A DS "R'_ 33 •4' :3 ,, SN_.' R_3 3__ FaR E LIABILITIES THAT MA RESJLT FRCM' 'A.E _ E DR "M .FRD:._R .a - A_ A D - HEEL;.LTINRGVENIE NHL, L, FAILLRES BODILY IVLLRE' LJSS JF HRDRER'c A^:DADR'_ ;FL T,R'JC•ES'AL. ST 3E AS "A_ -ED 3' __, - RACTORS.,`,I'y S_.FFIG E`:T ERRE . ETCE TRLSS NS'A_LATION AND HANOLANG FRDF ESS J`.A_ EN.. OR REC' S'E'RED ARC- `EC OR TRESSES C. ER A_ FEET IV sNG�T `.O 4. TFRAT ON OF` - 2 , "R -33E3 IAAVG FACTLRER ANv L ^..4'_' T HPRIZ ED AL ' '1247 L) RErA,R JR MDO = DV DE "HE - R,_'..3333 ;:A :AGE 'R -33 TJ REL,VO_ ,SH RESP'DNSI3 ' -'1 FOR "HE .i'RL'_. ERAL ,R-S3_3 , A_, ▪ S S A TR_ S4 R-ACEME' CR4' GO`.Lv - REDS . E -OA, AT, l4r Tr S ['.AS, ARE A CONre - -AR' E "R- _. "..RE 3 LL ; E..4'. L. __�"RL 33 CA "OV4, N S'A_LCR iR4: ^:INC..S DR PR. PFR i l's.," ECLAT DE., BRACRJG. ERECTON AND PERMA ^:ENT BRAG A LA'A"S REQUIRE: ARE THE R ESPONSIBr'_• TY OF "HE CONTRACTOR VDT THE - "R )SS FA32 CA`OR REFER TD I1DN D.;AL - _SS DES.GNS AND 4C :,`E :'BRA_ DR EVG.VEFR DRANI^JG3 FOR ADD T DNA. - SRAC,NG RE'DU,RED TO BE NSTALLED D UR VG ERECT.CN REFER TOA.RCn TECTCRAL DRANIVGS FOR BRAG VG REL_ D RESST CONGITN IJ3 PERSONS EREC'TNL TRL ARE C.A LI D T'7 S ER PRD1=E33 DNAL ADT;,C= LR O ^1 BR ( :N- tf' -1 S T • A rc RED RED .. PRE."._,> C \„ PL,,.-A CO n ?RS,V3 D-R `J:, NS`A_LA'•DN TR L. SSES S-,ALL BE ERE: - ED AVE: "AS V A S T,RA SH "A`..D R_-M3 POS." OV bEARIPJGS. ALL 3E_AR NGS 3E_AR `.GS D> G.R. BRACING AVD A■DHDRA:E ARE RESR03 D A"HE R-R.R..a. ..__.3.ER Et ER _.ESIG.R =DR PEA= .`IUD ^.SA`._ RL MAR `.P" BEAR NTER JR , ^;ALL PR 'AR ", .J%, ...__S.3 DESIGNED FOR SAME GIRDERS. G.RCER PLIES SHD_ILC SE F.E_.. CONNECTED 3Y 3UIL'uER AS Sr.JNN N T EVG,VEER VT3 CES.GNo SPACING, `R-I.33 SRA: : ".G2J - DT. 'I` _._'ESS HANGERS. 'R_ 33' IAANL -L:RER S .;R?LVS'AVDARD CAGE RJ >313'R'_.. :D.NEC DR3 AS Sr DAD. E. 7,E E'...,,`iEER,AG FAENAGE AND D`r_' '3..R 73 -AN )_ N 3,r•AN AN];', Rr.A.D; D\ DF _E3 r- -AN 600 RD_ N2.3 M. 3' 3E 3_, _ c.. S PECAIL IAA'ILFAS, , A'...E,_ ARE .. BE SJRRLIED BY 3: %ILDER ACCEPTANCE AND FPPROVAL, D '■J � • E _JA C,V3 AVC DE7AIL.3 31N MRS 4DNID..AL TR_ 2 MUST 3E 2F' ENED AN APPROVED "HE FRCT.FCT ARCH "Ea` AVCNR CJN`RACT'DR 3EEDRE'A3R CA 3'ACCER' RE`s EV'NG DR A„THOR' :Z NG F3R FASR CA" DT. _ TRL S$ES CESCR RED ' " ORA V . LA B. OR 3. RER S RISPRE ^S? N A " ,. A ^CE'TSA__ 20`J.1 JVS :)ESCR•SE C HERE 1 RUSS PLACEMENT PLAN AND INDIVIDUAL TRUSS DESIGNS ACCEPTED AND APPROVED BY DATE: CUSTOMER LARRY MODEI DATE 1 -19 -99 L 131 JOB ADDR MIAMI SI IDRES ARCHITECT L H 1)tI)E 1121 ;SS ('O \MP... N INC. 33166 11VI)V (305) 592 R235 RR( >WAR].) 462-R6RR WA MI's 1 RU0.356-71i42 FAX 477 -RO92 D. T of. So9 � S o 7/ - C Z 9 5 2 IF- 7 -0 -0 7 -0 -0 < A s o 9, z � �: 1 -19 -99 REF: 14 ?20 -1 ( JO( J03 JO5 J07 JO? J07 JO? J05 J03 JO 1 R :vF LEIICUT 2 CS) 29 -9 -0 m m z m SC LE: 1 / 1 " -0 m 9 m } J31 J03 Je5 J07 J07 J07 J07 J05 J03 J01 APPROVED TRUSS ANCHOR BY BUILDER SQUARE CUT OVERHANG HEEL HEIGHT = 2x4 STD. BOTTOM = 2x4 MIN. 12 TOP = 2x4 MINT 3.01W' i 0.0 12 3 " -0' TRUSS END DETRIL DESIGN DATA: LOADING CRITERIA ( S.F,B,C. ) ROOF LIVE: 30 PSF ROOF DEAD: 25 PSF FLOOR LIVE: 40 PSF FLOOR DEAD: 15 PSF WIND LOADING CRITERIA: ( ASCE 7 -93) WIND DESIGN VELOCITY: ____ MPH WIND DURATION FACTOR: 1.33 EXPOSURE: CATEGORY: DESIGN ELEVATION: FT. DEAD LOAD FOR UPLIFT: 10 LBS IMPORTANCE FACTOR: 1.05 TRUSS DESIGNER OF RECORD: SALVADOR A, JURADO P.E.' ,• y 1!..19$ t : SW E Ci: • c . w • Ci 1999 REV REV. 1 - I c -cc J J J REV REV UEYLRAL IY F(JR6tAIKJY READ ALL NOTES. TRUSSES WILL NOT SE MANUFACTURED WITHOUT APPROVAL OF THIS GRAWING. R'ARMNG AND INSTRUCTIONS. 7 .s_4_L NG AND - RESE _CMRCNENTS Y. S' 2EAD A•.J FOLL,_.. 77,7 N4RN11 -.C A`.,, TR. C 17 DELVER ANC ENG PACtiA3E DO Iv 3" .NSTA.. OR 3SE'HESE COMPONENTS „NT _ 3F. NERY P4.^. IS RFCEP. ; ANr, 4. TR31 'R_. SSES ARE VER PIED FL ACC�RAC REFER "DH3 -3C. S..'MMARY S''EET TRUSS ?LAT= T, A REOOMENDA T'OV if AVC AL "R'_ SS D. DR 'VRDRTA\T NFDR'MA "'ON RECARC BRAE \C' AND \S JN Gl:'>eLN eS E AD`. ICE DF A PRCFE3 ti,JAA- OR REGIS "ERE:: ARE M,5' 3E VA'' Erg: Rc'.A " BEA R,NC DESIGN ANCLRDRAGE. SRA \C+ NG`A D AND SE _. _3 DAD = 'R.-_ COMRAN � •.DT R__T_.., _ DR _E MATTERS A FER'ATEROM - HE 3- _D,AG nr " " =P4R T,MFVT R: - %D,. R=3 T3.NSTA.. r.r TS D7 NOT NCT4,, 1 COMPONEN TS , 303'ANEC CJA' RAZ. - DR M. S' AD-ERE T_; A_L : REC_ 3 RECARD'._, E ''NS'A__A''JN AND . ..3E J: ' R_33E3 H INSTALLATION AND USE. EL. r OR A_'E TR _..SSES DO 'JOT AASTALL OR _I'>E CA,MA:,Ev - R_. SSES A`.D REPORT ANY DAMAGED "RL "D "43R CA'iDR PROPER NSTA_.ATDN AND ..SE J ^' HESS COMPONENTS 3'HE 3:7LE RESP -JN13.3 _ JF'HOSE PERSONS ,NS'A__,VG AVa .,S =_ _ ' DIJMRD._ ^.TS :A DS "R'_ 33 •4' :3 ,, SN_.' R_3 3__ FaR E LIABILITIES THAT MA RESJLT FRCM' 'A.E _ E DR "M .FRD:._R .a - A_ A D - HEEL;.LTINRGVENIE NHL, L, FAILLRES BODILY IVLLRE' LJSS JF HRDRER'c A^:DADR'_ ;FL T,R'JC•ES'AL. ST 3E AS "A_ -ED 3' __, - RACTORS.,`,I'y S_.FFIG E`:T ERRE . ETCE TRLSS NS'A_LATION AND HANOLANG FRDF ESS J`.A_ EN.. OR REC' S'E'RED ARC- `EC OR TRESSES C. ER A_ FEET IV sNG�T `.O 4. TFRAT ON OF` - 2 , "R -33E3 IAAVG FACTLRER ANv L ^..4'_' T HPRIZ ED AL ' '1247 L) RErA,R JR MDO = DV DE "HE - R,_'..3333 ;:A :AGE 'R -33 TJ REL,VO_ ,SH RESP'DNSI3 ' -'1 FOR "HE .i'RL'_. ERAL ,R-S3_3 , A_, ▪ S S A TR_ S4 R-ACEME' CR4' GO`.Lv - REDS . E -OA, AT, l4r Tr S ['.AS, ARE A CONre - -AR' E "R- _. "..RE 3 LL ; E..4'. L. __�"RL 33 CA "OV4, N S'A_LCR iR4: ^:INC..S DR PR. PFR i l's.," ECLAT DE., BRACRJG. ERECTON AND PERMA ^:ENT BRAG A LA'A"S REQUIRE: ARE THE R ESPONSIBr'_• TY OF "HE CONTRACTOR VDT THE - "R )SS FA32 CA`OR REFER TD I1DN D.;AL - _SS DES.GNS AND 4C :,`E :'BRA_ DR EVG.VEFR DRANI^JG3 FOR ADD T DNA. - SRAC,NG RE'DU,RED TO BE NSTALLED D UR VG ERECT.CN REFER TOA.RCn TECTCRAL DRANIVGS FOR BRAG VG REL_ D RESST CONGITN IJ3 PERSONS EREC'TNL TRL ARE C.A LI D T'7 S ER PRD1=E33 DNAL ADT;,C= LR O ^1 BR ( :N- tf' -1 S T • A rc RED RED .. PRE."._,> C \„ PL,,.-A CO n ?RS,V3 D-R `J:, NS`A_LA'•DN TR L. SSES S-,ALL BE ERE: - ED AVE: "AS V A S T,RA SH "A`..D R_-M3 POS." OV bEARIPJGS. ALL 3E_AR NGS 3E_AR `.GS D> G.R. BRACING AVD A■DHDRA:E ARE RESR03 D A"HE R-R.R..a. ..__.3.ER Et ER _.ESIG.R =DR PEA= .`IUD ^.SA`._ RL MAR `.P" BEAR NTER JR , ^;ALL PR 'AR ", .J%, ...__S.3 DESIGNED FOR SAME GIRDERS. G.RCER PLIES SHD_ILC SE F.E_.. CONNECTED 3Y 3UIL'uER AS Sr.JNN N T EVG,VEER VT3 CES.GNo SPACING, `R-I.33 SRA: : ".G2J - DT. 'I` _._'ESS HANGERS. 'R_ 33' IAANL -L:RER S .;R?LVS'AVDARD CAGE RJ >313'R'_.. :D.NEC DR3 AS Sr DAD. E. 7,E E'...,,`iEER,AG FAENAGE AND D`r_' '3..R 73 -AN )_ N 3,r•AN AN];', Rr.A.D; D\ DF _E3 r- -AN 600 RD_ N2.3 M. 3' 3E 3_, _ c.. S PECAIL IAA'ILFAS, , A'...E,_ ARE .. BE SJRRLIED BY 3: %ILDER ACCEPTANCE AND FPPROVAL, D '■J � • E _JA C,V3 AVC DE7AIL.3 31N MRS 4DNID..AL TR_ 2 MUST 3E 2F' ENED AN APPROVED "HE FRCT.FCT ARCH "Ea` AVCNR CJN`RACT'DR 3EEDRE'A3R CA 3'ACCER' RE`s EV'NG DR A„THOR' :Z NG F3R FASR CA" DT. _ TRL S$ES CESCR RED ' " ORA V . LA B. OR 3. RER S RISPRE ^S? N A " ,. A ^CE'TSA__ 20`J.1 JVS :)ESCR•SE C HERE 1 RUSS PLACEMENT PLAN AND INDIVIDUAL TRUSS DESIGNS ACCEPTED AND APPROVED BY DATE: CUSTOMER LARRY MODEI DATE 1 -19 -99 L 131 JOB ADDR MIAMI SI IDRES ARCHITECT L H 1)tI)E 1121 ;SS ('O \MP... N INC. 33166 11VI)V (305) 592 R235 RR( >WAR].) 462-R6RR WA MI's 1 RU0.356-71i42 FAX 477 -RO92 D. T 7.k -•-• -"! • 4 ) 04-7 4:-1-A * ir • VIZAMMIffigaWereetatirfal GO.NtR CT0R. SIIA 1. VERIFY Akt. DIMENSIONS Atic, • NQTES osFong:PoocEa0ING: wITH WORK : : : 1 ..• . CONTRAO t SH L,VERIPY AI,1 !�IMENSIONS AN NO 9 PROG WITH TH AL OR AI; TH PR OPE,IITY OF T ARCHITECT ,ANO.SH RETU AD TO HIM A, THE COMRL T IQN • 4:" A „K.), . -; , 1. • v, 71 . ,,.. ..,,T,„ ••••■•••0".7".r.'"r".^. P 4 ri 1-1 c.1-05 J OBZ-d/S- CONT RACTOR CONT RACTOR PROCEEOINO Witif THE WORK. _ • • • • - ALL ORAVVING9 ARE THE PROPERTY OP THE ABclitirg ANO SHALL BE RETURNEO TO HIM .THE,COMPLETIQN OF THE — ........,- , ,,, '! -. t '... ■ ..... • ■•• ' • . . , - • ' ' -,--..,....-,,,,,7^4.,r1..:,,,,,...., I . - '.-.t.■-•^ - • ,:z.i.--r-,-, ,---,-.0,-,, ........- -.-... - -- - -^"",-,", r7X -X . . • , • _ . , , " -- ''''' I. ; - t-, '' ... "::;, - ' . 2! - , ,--.--, -1. . ••••■•••0".7".r.'"r".^. P 4 ri 1-1 c.1-05 J OBZ-d/S- CONT RACTOR CONT RACTOR PROCEEOINO Witif THE WORK. _ • • • • - ALL ORAVVING9 ARE THE PROPERTY OP THE ABclitirg ANO SHALL BE RETURNEO TO HIM .THE,COMPLETIQN OF THE C04 as'e47- ` OATE :2 t .•$ HET 4 1, OET -1 DRAWN CONTRACTQF S ALL. VEF.RIEX'ALU DIMENSIbNAAN - NQTES. EFORE..,PROC €EOING WITH : tH.WOR.K v ALL DRAWING$ THE PROPERTY OF TH ARCHITECT AN SHALL. Be RETURNED TO HIM AT THE COMPLETION Or THE WORK. p E A.> trio) (r' , ., 1 :-13 ; • - 1 - i t lir e e 'e,. . 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'J I '• P A ir I - 1 - () 5 51 -4 z1 t .." 1 t\.• !•••"••'•, t,!FT 1! /-(,; kJ) /.) 1,1) 1 (7. , 1> D 0 1\,-) r '-;;) - I" COOK 1 _ 1 ' ___OJ lc lo oF /\\-- • rIngEr 0■ ) 0AE kli1:30 • ) (4)41 AIL 1,)(1;.11) C rills I 111 AC:0030.kt `41114 rH& Ohlz:(3,14 ,3 viAlittio nil t;C:fr1.1(.ir3 .1 till 141 ,:1:41 4 _ !`,44‘..#11 ) -';1 4:cif J ii Q \/ , g. • , ( 1 1- it (-7" '(? \bo )I: , L 1 ( 1_, ". 1 0 ..•••* ; I I I A - 9.,NA II S3 re,.XY (').• 7"" . 1 ' r Ire, 1 (a I (a r) (--1 . ( ..- -. . - : i -- - ----- x15 •01 t) !,;. `XIS rt gq‘A t 001 7 • •t ,, It A : Q (to pc/ z A e..# (7. le.0" 0 • .• r ?. Id • 7) pi \ , I t ; 6 xotrw", . or 7:5; fippo 0 YN ‘..) I I W r r" ° O r - •..)e)t.. t.) 1 .0 I-16V.t-TE ';;YO *(3 1 tOi k /V- 1P6' (4)( M.1. 1)611)%)) Y () tc) 4' - 0 „ , it ye4\?.5, e 1 (0 0 I 41 • • o LA( o • 77 ("•• (e. .1) 0 ",,,) 1 t') b t ts) () A\C ) 0 t4.)1 q ‘ric. 6 • I j ); 4.. 0" AT 4 1.;..0 .(4 % Cl . t:: :) .. 1 4 1 ( 1> t)' 6 ()1 1 ) .4 , 1; : t . k i. ) 1 e ) r ( : 1 1 :4:;; ;;71.. Atli triAlt ttrA • SnOwER. 'T Pia P.11. •o0r_o) t;t:q11, ":#1111 ,A,ViCt(f 11) I 1TiC.•%1I.0 STEEL wi Wll. uci CE.11:(11..z.» :VA Cl. IV:)1(.41 !..*.it, uia 4 ;41) .'LL s3 t() .40.)111V3 At ' 1 Ii e: • ri h) F‘ie.(51 (1 t 1(11?.• Cl 0 Splcc 311i$J SIMI! 031'I;1 A ri.c, Cf tX), 415;114 ••UM fi:VA,k :COC"11•%C.E ;AM !Oil. NV %VI CCC4F. AMR VISUAL INSPEC T;ON C EMISES WE RELIEVE Ni TURE (3F GROUND 1'0 a scx.K&sArov,;:;0 A TEARING CA.PACIrf CF OVER 2500 P.S SHOULD '1•')r:4 Cf.N`ibltION EXIST ARCHITECT 10 1M t:t.)11- eriio r' A NEW CiSiCit. 1' 1_c4 BLOCK 11 { i'Are C1C. r. 4 )51A:A 2 :K5 COL ROM, 1.03 el111 I:I ME M112. M $1. ICRNE2 • ex6" COW. I! ▪ l-LM IEl1 2"$111' S :. • 0. C. AND A N4-k8 RAN-r' Ln\), -60111 61■)1>S' 1"g' IREMED FUIRRING M Yi AND 'AMER a re_ t - O z B.A.A r . 5 e NArr: I+ --;',<LS €':'. U8 dna 6„s" • : =IL tr,t 0:01 ;IAA • D • 1 • • • • _ . - - ;1 t x (3. \ (90 0 0) /k) (S8 ÷ i2 0)? 'dill. At.1 r.41,43K. tol). A.• ND t.) (JC .- A5 T 1 r ;( r f:1 A fl I . s s 11 1/ ( " 0 I c e. ` t, 0 tit?. N.) r - 1 11 cw.z o R 10 5 ti!...k,rit 07\1 to ALL. 1.0 -3/ Pis L y K 1 'r) A ') t \ \ 0\1501. A‘rio rsJ c»cr t:ILC 1 ‘ (: L t b 1,0/ 6 0 I 6 .I.) '6" ;.k.. L) • t 3 rr N !LA01) z _ e A_ L q.>(..cpar, t ,1 1 " r " (0 \/ • 4 -41 ,-1 I u 1,. f 1 1 ; if ---: \ tr "1: i (- =vt i eoa v;r, ... ) 1 r$1) i „.,,, 8 ,„ / , „I,. 1.4)00 t.„ t:::: e_•,-<,. Cr1r. P, r. - f i ?. 4 tor), roSr 4? , e) c )6 -it 1 :1 0 f' I) /1/4) 3 ri N ( 5 /: ' eLY )t) Nr01 PIC) 5 it ( Al 1 0 ) i be (;(•• AC 5 11 t-4" c r - r• ( . 11,\C(..11 /.15r1.%); • 1 • - if j-- 6,. Dt? .tc ' " t 7 r i rll i t - A. i • i ,,,,- A - t" i 1 M z-- r s' A:1 lilt 'G A, I" .cr,.N1 / _Or , 99"..)9 7/ NIL _r_MIDA - 4-0551 - e. r, Ki„:60 'it 'Pt r I 10 >4. (c) Jo 2 1 4;3 ___ ....._ II. c-, .. ..,, ). 7 ..,1_ ,,-,,,,,;......... \ \ \ __::...>„...N ..... 44/ c) t "1"" 0 h) e 1 t 0 - 7 tN) • v . tripptinMAw_ LEGAL: ,.310 ?LA 300K I pAnF t 0 () Awe lE(0!3 OF br\t 1.OI t: 0A E • - A;;PROY E _ REVISIONS : !3; F-Er Of rt - mr t:10.”3 C3 I:113 DaNcilN4.; AAI t. ,1,Cx.)0AVAIZI..i lull WI 1:14J.1 ..... !VAIL 1 4k1/1)D Br ral ..X) i!iv: cts knocpulrizq . .0 I IN (NJ it,,": It 4 J •,.. __,X1 (2.11:4_1 3 1:Aft "A:a I '•_0 .1. :".‘j, .:3 t` 1:°„". " 1 ) PROJECT '' ' AND ADORES;g . I - 30> i ), E347h / 1717/ rtonT ` BUILDER: e V/ V �• 1070 N , 92 14 ) Sr. PERMITTING t . OFFICE: ?\%?\ �� > n•1! 1, VI-� , CLIMAT! ZONE: 70 a K1 90 Ow'4ER: S 4,M M t C 4 E L S NO..�IIT ( 1 !f^�l f =� z E1 Dlcnom z 13(1,610l a1 • NEW CGNS TT�IJCT ON ❑ ADDITION • IF MULflRMILY. NUMBER OF CONDITIONED l C J SQ Ft FT CLASS AREA At o TYPE ' UNITS CCVEREO 8Y THIS SUBMITTAL; (1 1 1 FLOOR AREA EAVE CLEAR TINT.FILM.SOLAA SCREEN l 1 1, ►! MULTIFAMILY ATTACHED ❑ (3 stales or !es� SINGLE- FAMILY DETACHED ❑ CHECK IF THIS SUBMITTAL REPRESENTS A WORST CASE CONatION: • OVERHANG LENGTH SINGLE I PANE l 1 1 1 SO' FT SINGLE- PANE /� „g a% SQ Ft POACH OVERHANG LENGTH I 13� Q Ft 00031E- PANE I l 1 l 1 SQ Ft OOl atc. 1 PANE 1 1 1 1 SO. Ft PERCENTAGE WALL TYPE ANO INS ULATIGN CEILING TYPE ANO INSULATION FLOOR TYPE ANO INSULATION OF GLASS TO FLOOR �� W000 FRAME MASONRY W000 MASONRY EXTERIOR EXTERIOR • O RAISED m RAISED EO U'NOEA ATT1C �j� 0 • COMPLIANCE ADJACENT: R si ADJACQII R A, COMMON (T� II°, 1t tt CCMMOIt ' PACKAGE CHOSEN CHOSE COMMON COMMON R COMMON R = l 1 . r�N. G R [1 p ( 1 D r . DUCTS COOLING SYSTEi1 HEATING SYSTEM HOT WATER SYSTEM IN UNCONpITIONEO SPACE' R s ❑ RM• 111 NONE ROAM ❑ ELECTRIC SrF P ❑ NATURAL GAS HEAT PUMP a OTHER FUELS ❑ NC,NE ELECTRIC U NATUfLAL GAS ❑ OTHER FUELS ' a . !gig' G x� ❑SOLAR ❑ HEAT RECOVERY ❑ DEDICATED HEAT PUMP • U 1/ 1 : iJ PACKAGED fERMNA . AIR CONDITIONER m ROOM UNIT OR PACKAGED EAMtNA1 IN CONDITIONED SPACE: R HEAT PUMP Sf /EF .[II 1 1 ( CRP /AFUE Y t al r� SEERIEER a - -- . • NUMBER OF BEDROOMS .2 _ " In ectct ins with Sec on 553.301 F I here ... th, t e R and specifititior'Ars covered by IN cakkuiaticn ere with t }9� Solids Energy Review of the plans and specrficat;orts covered by this caJc 4t$on it 6catas OO th i w;r be inspect �m in eccoraarra wide Section same F.s. :13":Ar/11;g ir1C� wittl t11� F T E aide nergy Cr * SeI0r100nStfUc i i3 rt�pIA4+9d. +S OwNEA/AC NT . � 1 OAT �� TA: T i M 'M M RE►UIREM F► . P C)(A ' "► P •. IS WIN , /MI IM M • . FN • A N l' • • RABLE . SASH CP.ACI(. • EXTERIOR d AS3'ACE T DOORS 9041 SOU° CORE, W000 PANEL, INSULATED OA GLASS 0 ONLY. MAXIMUM Of 0.5 CFIA PER SCOPE FOOT CF DOOR AREA ON ••. fJI' Q/ R •• JI / K• Min ,.., r A KEO. GA$KETEO.'rVF.ATHERSTRIPPEOOR 4THER'WT;'E SEALED. • TOP PLATES A a P AN P N RATI<' • •.. H T P • '_J1 INFI - .. • R WA MS;IT BE SEALS, • N . I R ,! iNF1 MATT 8ARAI A M T : iN 1A _ iN F 91 R WA P, i E 'Wr+ • ". IN A •R dI RA K „ A P NIN IN IN Po •R I PFA ELI! ;I( AN) dl ' I R WA M � • •,. FIR M HA •AMP R . . "' • „• AN • IT' MB • Ail iNTAK 1' • 3411 • . EXHAUST FANS VENTED TO UNCONOITIONEO SPACE SHALT. HAVE DAMPERS, EXCEPT FOR COMBUSTION DEVICES MTN NT HA T ►.. T,V •.:. WATER HEATERS SPAS `3041 MUST BEAR LABEL iNOICATING COMPLIANCE WITH ASHPAE STANOAAO 30 OR CCMPLY Wf1H EFFICIENCY ANO STANDBY LOSS REOUIPEMENTS. SWITCH OR CLEARLY MARKED CIRCUIT BPEAXFA (ELECTRIC) OA CUT-OFF (GAS) VALVE MUST BE . • • . 41 R, •j •. -{ H T f: • M : �•• 'u .. AND HEATED IMM1N ap.► 3043 SPAS ANO HEATEO POOLS MUST HAVE COVERS ( EXCEPT SOLAR HEATED). NONCCAIMERCUI POOLS MUST HAVE A • MP T1M • .,, PA l•.. H . R . T HA INIM 'M TH R py I ! •, k HOMATEA PIPES 9044 INSULATION IS REQUIRED ONLY FOR RECIRCULATING SYSTEMS INCLUOING HEAT RECOVERY UNITS. IN SUCH CASES, PIPING HEAT LOSS SHALL BE LIMITED TO A MAXIMUM OF 11.5 BTUH PER LINEAR FOOT OF PIPE. , i.M T ' P u 1• •• , TR ►uT• 0 • • r N •, NI. ..4.. r1VAC DUCT IN TR • u HVR NTR• 9031 • . 9041 ,. CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS ANO LOCAL MECHNICA1 COQE. JOINTS IN wICGHOITIONEO HA a• • • : TN , • , !,41 'IA r A SEPARAT REAOILY ACCESSIBLE MANUAL OR AUTCMAnc TH P TAOSTAT F FOCI EACH SYSTEM. •• FLORIOA ENERGY EFFICIENCY COO$ FOR BUILDING CONSTRUCTION FORM 1 SECTION 10 — RESIDENTIAL PRESCRIPTIVE COMPLIANCE METHOD CLIMATE ZONES REY13aO 1J 1 DEPARTMENT OF COMMUNITY AFFAIRS SOUTH l 1 O cc 4CE eV1TH : SECt10N 1 0 Of THE FLORIDA ENERGY EFFICIENCY COLE MAY BE DEMONSTRATED BY USE OF FORA !COCA 8.8 FOR SINGLE ANO MULTTAMILY RESIDENCES OF 3 STORIES Cfl LESS IN hE'GHT A1310 A001TIONS TO EXISTING, RESIGENTIAt BUILDINGS. TO COMPLY A 8UILOiNG !RUST MEET OR ExCEEO ALL OF THE ENERGY EFFICIENCY PRESCAIPTNES IN ANY QM, OF T}+E PRESCRIPTIVE COMPONENT PACKAGES ANO COMPLY WITH THE PRESCRIPTIVE MEASURES LASTED IN TABLE LOA CF THIS FOAM COMPLIANCE BY NS MET'r+00' BE iN MOST CASES, EQUIVALENT TO A.N EA OF I00 POINTS OR LESS. AN ALTERNATIVE YETHOO IS PRCrICEO FOR AOOITIONS OF 600 SQUARE FEET OR LESS BY USE CF FORM 1009C -8tl 'SA BLAND M3 MS NOT I COMPLY 6111-1 t 4Erri00. IT MAY'S nu. COMPLY UNDER SECTION 3 OF THE COLE COMPONENTS MINIMUM REQUIREMENTS f0 u INITALLEO PACKAGES FOR NEW CONSTRUCTION A 3 C 0 E F n 1 Maximum Percent a Glass to floor Area IPk 15% 20 2 01 25% 25% 1 3 % 5, `j; tiCa SC sr Sr Sr or or 6X1 1= 60" FEET C\err.u`0 2' . 2' 2' '2' 2' 2' S11VM Masonry t EXTERIOR ANO ADJACENT MASONRY WALLS R -S. COMMON MASONRY WALLS R•3. EXT: A s AOk A COW A A' '` !noire EXTERIOR. AO CE`11; ANO COMMON 'N000 FRAME 'MUS R-11. CC,t A CEILINGS CEILINGS UNOER ATTIC R -30. FRAME COMMON CEILINGS R•11. (NO SINGLE ASSEMBLY CEILINGS ALLOWED) UNGERATT1Q R . 3 COMMON: R . S H 0 0 1 4 Slab -On -Grade 1-0 R s 0 Rio Raised Wood R-11 R a 5 Raised Concrete' Xs DUCTS R -l2 R-4 2 R 2 CONO CONO R-4 2 UNCONQ 3. coma v �C 1'!.255 SPACE COOUNC (SEEP) 9.0i It 9.8 10.1 10.1 9.8 gni . °,,,) • 7 1Y 1 Electric STRIP STRIP STRIP STRIP STRIP STRIP 5T( P A . T Natural Gas • MINIMUM AFUE OF,.TO Eedrie Resistance NOT AllONE0 (See 8efaw) ( 1 [ EF NOT AU.CWEO (See B elow Se 1 1 EF 88 t L NOT ALLOWED ( See Below) EF a E g g EF . 1 � tEi ; : Nahral Gas MINIMUM EF OF St► CFIP 0 EF -• Other .. ANY OF THE FOLLOWING ARE ALLOWED DEDICATED HEAT PUMP. HEAT RECOVERY UNIT, OR SOLAR '14114 A SOLAR FRACTION OF AT LEAST .sQ HRI;t ❑ SOLAR❑ SF y_ GENERAL DIRECTIONS ! 1. .Nes canstroctioa inckud+ng Alton Aloft irkapoates any d the following features cannot corn* using NS method: raised wood boors post and beam coostuct on, stedse,tt single as:amby rootf airing constrx5o4. skylights or other no*. c4 rod glass!, electric resistance space hat or propane or &d od space oe : er heating systems. . Z Choose one at the component packages 'A' through 'E' from table 108 by maids you intend to wispy with the code. Circle ate column d the package you hive olrose t • 1 On table 108 you mid find a column labeled 'b 8e Installed'. la this column tilt in all the applicable spaces with the infomtatiol requested. M 'b Be Installer rakes must te equal to co more elfkaert than the required levels . . . 4. Complete the information requested on the top had d page 1 based on the 'To Be Installed' column irdormadort S Read 'Winn Requirements for All Packages', Table 10A on page 1 and check eadl box to indcate your intent to campy w;dt all aPPIkable itei . 6. Read. sign, and date the 't,`mr+er/Agenl" cartfcation statement al Vd bottom d page 1. OESCRIF nom OF BUILDING COMPONENTS LISTED J Percent of Conditioned Floor Area The percen d fatal glass area tote caditfoned floor area shall not exceed the prescribed percentages. This percentage is calculated by dividing tM total of all glass areas by die total conditioned floor area Glass type In order of incasing energy etsciencyt the glass types are: single -dear (SC). single -tint (51). double -clear (DC). and doubtetirt (01). Overhand: The everhanq is the distance the rod or soffit projects out honzonralt� from the faced the glass. Al glass areas shall te under an overhang d at least tieprescribed ler f with thief - follorring exceptions: t) glass on the gabled ends d a bouse and 2) the glass in the lower stores of a muitt -story house. . thWalle +or�r , Ceiling. and Floor Insulation Values: The R- vahies .ndicated represent the minimum acceptable insulation level added to the stn�ctural components of t ie nt ceibng. or loot The R - vatue of the structural building materials steal not te Included in this calculation. 'Common' components are those separating coed: ;bred tenancies in a mulWamiej buddrq. Adjxene comp separate conditioned space from unconditioned but enclosed space. - Exterior' components separate conditioned space from unconditioned and unendorsed soave. Floor. floors mahout edge insulation are acceptr' ofe lot all packages. Raised mood floors shad hare cc tinuousstem walls withinsulation placed eider onthestem :- a114 m Du n cts: �m C . r. oM s: wi led n i ca:es su +atto that n 'cw t h e el dud c(s R 12. must te instead within the conditioned space. That s. the eust,vortt shad be located on the conditioned sided the insulation so that any'eakage will be nto th3 cc space Ducts conditioned space are acceptable roc any preunpGve package.11 R - 4 2 is speeded, the ducts may tad n unconditioned space but must be insulated to a the Spac e5cr Cooinfed ig Syonisc: tem: Coating systems shad have a Seascr+al Energy Etfc :envy Petit) (SEER) Tor c e6tral units of Energy Etrc.ency Para (EER) for room units or RUCs equal loorgreater than E'ect +ec r iC s ace bac Heating kups. Option: Heat pump systems snail is rated with a Coetficent of Performance (CCP) equal to or greater than the prescribed COP Heal pump systems may Contain Natural Gas Space Heating Option: Natural gas systems must te rated with an Annual Fuel Utilization Efficiency (ARE) of at least 70 for all packages. teak Resistance Hot' Water Option: Fo c EF 88' designation, the etectne grater heating system snail be rated myth a minimum Energy Factor (EF) of 33 for thepackegesdevgnated`hi*et Mewed'. an eteclt c resistance Not mater system may be installed any in conjunction kith one of the - Other Hot Water Systems Option!. See before Natural Gas Hot Water Option: Natural gas Not mater systems With a minimum Energy Factor d 54 may te installed in any of the packages Other Hot Water System Option!: Any dedicated heat pump. heal r ecaery unit. or solar hot mater system which meets the equnrerments d 304 8 of the Energy Code may te i+stafted. Saar systems r•^r.s1 to d es�g r ecl to p'avode at'east sO'< the teal hot mater (sofas traction of 40) E'ectne resistance systems having an EF ul 88 org;ealet of natural gas systems NMI EF 54 or greater m ay to used in CCeNrcnon NO these systems • 1 • New Building STATE OF FLORIDA COUNTY OF DADE. 1 SS. Permit No. `Td Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address SLl.rv1 All is Registered Architect and or Engineer `' G3 ,_ ► _ L`1 _i= PA � 4 A. 5e..ir_ Q.\ .. _. Name and address of licensed contractor l) LA) Ike r 1_Sbl Ae-r- Location and legal description of lot to be built on: // J J e S / 3 a o !/ G: 4 Lot Block Subdivision .] 1 �i L 1 ` ep pQ r� P !\ J CZ Street and Number where work is to be done _l J 0 1\-).E: . C) Z. 5+ , \ State work to be done and purpose of building by floors), state exterior colors (submit samples) EtRC.LI'. rA ' 1oA a in pv-ox. S7 � - r _ .-F+. ) a ft l0o, C 35 Co Cosif_c►c6 n� �o5_ c4— o � c �cc _ \ec\r -Do?A. X -k & r1o co 1 o r - {o r etk k P A-1 ' CIS 1,\ ‘, • Remodeling Addition l Repairs To be constructed of C S Lr' e_k Kind of foundation `$ b e lc Estimated Total cost of improvements S T 1 CO , Amount of Permit S Zone cubage required Distance to next nearest building Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building- All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida. Permanent Supplement, and h- complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performe and his permit: and 111 post or cause to be seed fo nspection on the site of the work such public notice or notices as are required by the Act. The undersi ed ag s to employ onl ch sub 6 ractors. on rk to performed under this permit. as are licensed by Miami Shores Village. / ur-- Remarks iSigne Before me. the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who. being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true D ate Date \A■ t tl Budding Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Da? NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. •. Plan Cubage Size of Building Lot Read, Sworn to and Subscribed before me, 7$f- Date U Nl 30 � 19 8& No 101 0 street N E. 91 and for no other purpose ( No. of Stories Roof Covering - c \AA .. Notary Public. State of Florida A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and or workmanship. 15. A2Pt. ccEvit.: (TF_y3 •or cu e do o' NE M) COOg RE:: (c1 rRIP; (O J % t)' •. E vRctom\RY SEcuR :'Lt locks on exterior door3 shalt be capable of resisting's forge o 04 applied in any movable direct ion •and to accocdanc1 with re3ist1fCar standards 18C forth in Mecca Code 3 C. Alt Stn /te exterior s•atng doo<1 9hatL have atock co be key operate(' .crow exterior with .3 min. o6 possible key changes or locking: ' auxiliary single dead bolt with hardened bolt inserts.. The active Leaf off _pairs of exterior swim• doors shalt have same Wicks as required for single exterior swing oot'3. The inactive Leaf of these pairs of doors shall have rnutcjui. point Locks with 5/3" miry. throw bolts with inserts. Stidin: glass doors 'shalt be provided with sliding door dead bolts or a boI. •or pa removable or operable Eroas exterior, ac the. I aDib • head, sill or at meeting mullions These doors shalt be reinforced ire the strike and Lock area to maintain bolt strength. effectiveness, if necessary, and such doors. shall have no screws:,- . removabt• from outsides• which. would- Eaeititata •ready encrf from : outside. 1I_ Not applicable: . Hinge an exterior' np doors shall. haves noes- removable pins.. Jambs of eli exterior offset t • e, in -swan• doors lief rabbeteed, or oe 3 ar a• r cat on, co prevent • a sac g; c a purpose oe ch¢ strike and the. incegrit�r. of loots and; tacche,, Stn,gl. r.sini exterior door' if wood. be solid core: of not:. lass. caus L3JS chiet. Grassi and' exterior doors shall, comply with the Alnericact Yationa .: tan sE sc lute Standard 297.1. Vision panels• in exterior doors other than glazing csithin 4a of the- inside locking actt' acing devices of Looser and swinging door' shalt comply With Americans National Standards Institute's _ - Standard 297.1. Slidin•' , lass doors and windows shalt be installed and constructed so t ac. no pane can • • Cron the tracks when in chi tacked position and so as co comply , with the Architectural Atucninum :tEgy. Assoc. Standards Cot Forced Entry iResistance, AA,'A 1303.1 . • ttot' applicable. • Zro, appticabta. ' to . • Front main entrance doors shall bet provided with a door scopes or Vision panels. Doors and windows by Yale ()Aron ?coduccs s (pr equal) sltdtng tio.. 565), awning c1indow No. 5TO4, •hocteocicaL molting No. 5113. door 2S 35 35 35 LOCATION - MAP ScAL : 1 8s' SKETCH OF SURVEY ST. - SURVEY of Lot 5, of "PLAT OF REPPENHAGEN'S "Q ", according to the Plat thereof recorded in Plat Book 41 at Page 100 of the Public Records of Dade County, Florida, being situated in the Village of Miami Shores. ORDER NO. 9053 SCALE: As shown FIELD BOOK No. 354, Pge.56 DATE: March 15, 1988 WE HEREBY CERTIFY: that the attached SKETCH OF SURVEY is true and correct to the best of our knowledge and belief as surveyed and platted under our direction in March, 1988. We further certify that this survey complies with the Minimum Technical Standards for Land Surveying in the State of Florida, Chapter 472, of Florida Statutes. A. R. TOUSSAINT & ASSOCIATES INC. LAND SURVEYORS 620 N.E. 126 Street, North Miami, Florida 1 - By: �- V. Pres. HOWARD C. GAMBLE Registered Land Surveyor No. 1683 STATE OF FLORIDA ZIP P.12. h/1 -0 qnd in UT1L �ASMT J � — 4.70 ' ¢ W12E FENcE 4 SKETCH OF SURVEY ScAL� I i 26 s kr SET PIPS MATERIALS UST rTIN 140. PART RAMER COVIAL IS DCSCRPT C44 t FEIO 060-00-112 2 t11AAC 064- 00-110 3 �, C60-00-113 4 LOCK STIE 061 -00- -364 5 1HTE3a_ocx 061- - 155 4 .YlIB STIE 050 -03- -354 7 ►MEET ?AC ST1E 051 -00 -366 TOP RAJ_ WO -00-463 9 BOTTOM RAIL 051- 00--421 10 T - f - MOLD 060 --00 -431 11 HEAD OVER 064 -00-- 431 12 FRAME ASSEMBLY SCREW 012 - 00 - 130 fE X 1' P1PH SYYS 13 FIVER 064 - 00-004 14 PANEL ASSEMBLY SCREW 012 - 00-130 #10 X 1 P14'H SKIS 15 1 /4' WAR uccAN 16 FIXED PAIR GUIDE 060-00 -379 r LONG 17 TANDOIJ STEIL *W13. ASSE]4BLY 037- 00--0 1 5 1/4' GLA214c vWll 048 00 19 • 3/16' ANGLE 015- 00--047 21 1 X 3 ALMA. HULL 012 -00 -130 66' LONG PLACED IN MEETING STU 2 1/9 ALUM ANGLE 3 L./H INTERIOR PULL w/ NGFfT LATCH 007 -00 --005 DEAD LOCK 24 R/H EXTFRIOfI PULL w/ LOCK KNOCKOUT 007- 00-008 DEAD LOO< KEEPER 033 STRDO:R 007 00 e scf+ 2 wOOLPI E WITH PLASTIC F44 047-00-014 LILTRAFAB f 3038 5 JAMB ST11 060- 00-357 29 FLAP WfYI (TOP RA.114 048-00 -015 30 FLAP WiYL (JAMB) 048-00 -030 31 FLAP WfTI (INTERLOCK) 048- 00--017 12 13 FNRF0CA4E A4GLE ANCHOR SCREW 012-00 --130 #11 X 2: FHPH StYS 14 1NSTMLATION FASTENER 012-00 -130 3/16 X 2 3/4' TAPOON co 0 3" 6 143 1 /2" MAX. F.W. EQ. SPACES AT +/— 22" 3" X TYPICAL ELEVATION 3" 0.C. 3" HURRICANE CLIP WITH CLUSTER OF (3) TAPCONS HURRICANE CLIP (CENTER OF EACH PANEL) WITH CLUSTER OF (2) TAPCONS TAPCONSS EACH A T X 4. 3 " FROM MEETING STILES do INTERLOCK CENTERLINES. 0 6' — DOUBLE ROW 3/16" X 2 3/4" TAPCONS cs (TYPICAL) ci W Ln 6" J SILL ANCHOR LOCATIONS DOUBLE ROWS OF 3/16" X 2 3/'" TAPCONS. NO REINFORCEv1ENT + 60.0 PSF. DESIGN PRESSURE RATING: _ 60.0 PSF. AL— FAROOQ CORPORATION 1235 S W 87 AvE A.IIAMI, FLORIDA 33174 (305) 264 -8100 MAY 14 19 DR. IIIJA1AYOUN FAROOQ SIPUCTURES rLA PE 1 1E557 APPROVED AS COMPLYING WITH THE SOUTH FLORID CODE DAT BY PRODUCT Ca >ZOL DIV S.OPI B� l DING CO, COMPLIANCE OFFICE AC EPTANCE NC g.(taq•03 J CO \ w 0 cc 0 0 cc •NO F V) z U a tn cr 0 z ' DATE: 6/15/97 SC,i1L 1/r -1• DWG. 8Y: RUIZ CKIK. B1': ' 408 Not 96 -229 SHEET 1 OF 6 L- a A z 0 f) DATE: 8/15/97 scuE 1 - 1' Dwo. BY: RUZ CtiK BY: J00 NO.: 9e -229 S)/EET 2 OF ! J w Il)11111111111111111111111 n nn:` �- II WT i r _ too coo �4 _ annr. �. 1/4" WEEP HOLE 0 TOP /BOT. O ® 0 733111 t ►►►►u%»u 111111111111 DOUBLE ROWS #10 X 2" SMS. INTERIOR PERIMETER SEAL AT FRAME HEAD AND FRAME TRACK AT MIDSPAN OF CENTER@ PANEL BOTTOM RAIL 143 1/2" MAXIMUM FRAME WIDTH SECTION AT HORIZONTAL_ J DOUBLE ROWS 3/16" X 2 3/4" TAFCONS (TYP.) TOP & BOT RAIL 1/4" MAX.- SHIM SPACE DOUBLE ROWS 3/16" X 2 3/4" SINGLE ROW TAPCONS 6" 2 3/4" TAPC3/1ONS X Mir :II =min !I • m r -I I uIa 111a ula wa ula uIa Iua ula ma 1110 hill L J 0 0 10 SINGLE ROW 3/16" X 2 3/4" TAPCONS AL- FAROOQ CORPORATION 1235 S.W. 87 AvE MIAMI, FLORIDA 33174 (305) 264 -8100 MAY 14 1998 DR. IIUMAYOUN FAROOQ STRUCTURES ILA PE / 16557 DOUBLE ROWS 3/16" X 2 3/4" TAPCONS SECTION AT VERTICAL APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE np DATE .L1A) F BY _ PRODUc(j,cenrROL DIVIS,ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.gg 63 REW NO. D 1X/4 PNt1 FIJ1BfJt COtisV1EMT 1 HEAD 004- 00-112 2 TPXX 050-03-110 3 4 I 004 04 113 i 4 1004 STtL I .06,- -00-364 � F' I, e 9 TURLOC K 1 051-00-355 4 JAMB ST U 054-00 -364 7 LEETNG ST1E 061- 00-366 e 10P MA- 050-00-453 9 80TTDU RK 051-00-421 10 THRESHOLD 050-00-431 11 /CAD O M R 050- 00 -431 MAW ASSfl4BLY SCREW 012 - 00-130 fd X ,• MPH SUS 13 FUR 050-00-004 14 PANEL /SSC.BLT SCREW 012-00 -130 110 X 1' P1 PH SUS 15 1/4• CLEAR IJEIrAN 1e MID PANEL GUIDE 050 -00 -379 r LONG 17 TAND014 ma *1E}1 ASSE]4BL.Y 037 -00• -015 1 B 1/4 amino WMTL 04-8-00-0d2 19 1/4' X 1 1/2 STE>:3. a R 00e- 00-003 L WIN IS FULL 1F]0I1T or PA EL • 3 /1E ANGLE 015 --00 -047 21 1 X 3 AJJ.M. ULU. 012-00 -130 e,3 LANG PLACED IN ILEUM STLE . 1/5 N_UII ANGLE LAI 1NT .10CR PW W/ FOCHT LATCH 007 -00- 005 DEAD LBO( 4) R/N EXT1MX1 PULL W/ LDCK KNOCKOUT 007- 00-008 DEAD LOCK ' KEEP ER 007 - 00-000 51R DER 6 SCREE 1801 P1LE WT1N PLASTIC F44 047 - 00-014 IAIRAFAB 13034 • 1,.188 U S8 ST 050-00-357 29 FLAP WTt (TOP RAIL) 046-- 00-015 30 FUP Wfi1 (JAYS) 046 -00 -030 31 FLAP YHA (INTERLOCK) 046 --00 -017 sEcuarr RN 33 F fUC MK:LE ANCHOR SCREW JR 012-00 -130 f12 X t MPH SUS 34 INSTALiAT10N FASTENER 012 -00 -130 3 /te x 2 3/r TAPCON co 4 1/2= v 4 1/2"--.--. •--19 1/2- 19 0 23— 143 1/2" MAX. F.W. 22 1/2 - - 22 3/4 X TYPICAL ELEVATION 3• -.. T APCONSS EACH A T X 3 " FROM MEETING STILES & INTERLOCK CENTERLINES. 23 23 3" 0 22 1/2-•-•-22 i /2 22 1/2 22 1 /2 -- - 23 —� \HURRICANE CLIP WITH CLUSTER OF (3) TAPCONS HURRICANE CLIP (CENTER OF EACH PANEL) WITH CLUSTER OF (2) TAPCONS •--- 5 1/2 DOUBLE ROW 23 3/16" X 2 3/4" TAPCONS { (TYPICAL) 21 1/2 12 14 1/2 14 1/2 5 1 flrg 2 0 D U U 0 00;111 Q 0 DATE 8/15/97 SCALE: 1/T DWG. t5Y: RULZ Q4K. BY: J00 HO.: 9e -229 • 6 7 SILL ANCHOR LOCATIONS DOUBLE ROWS OF 3/16" X 2 3/4" TAPCONS. M \Y 1 1 1QQ UST LIGHT REINFORCEv1ENT + 65.0 PSF. DESIGN PRESSURE RATING: _ 65.0 PSF. APPROVED AS COMPLYING WITH Pi( SOUTH FL RIBA BUILDING CODE DATE BY PRODU s11COL DIVMS:ON BUILDING CODE COMPLI NCE OFFICE ACCEPTANCE tiO ��. •a .. rte. 1 nr • DAB 8/15/97 SCALE 1 -1• DWG. BY: RUZ C11K. BY, JOA NO. 98-229 0 ►► ►►► »M)),h)))►»»))l I Ii � . f xis it rilL 8 , 1 , • aet L __ 111111MINNIIIMMI 0 V i Ur: m 0 0 171.1 1=11111=1 . b IPF f 1 I•% ••... . 0 1/4" 0 WEEP HOLE 0 TOP /BOT. Q DOUBLE ROWS #10 X 2" SMS. u FULL HEIGHT OF PANEL INTERIOR PERIMETER SEAL AT FRAME HEAD AND FRAME TRACK AT MIDSPAN OF CENTER® PANEL BOTTOM RAIL 143 1/2" MAXIMUM FRAME WIDTH SECTION AT HORIZONTAL MI SCALE — TOP & BOT RAIL DOUBLE ROWS 3/16" X 2 3/4" TAPCONS (TYP.) 1/4 MAX.- SHIM SPACE SINGLE ROW 3/16" X 2 3/4" TAPCONS SINGLE ROW 3/16' X 2 3/4" TAPCONS AL- FAROOQ CORPORATION 1235 S.W. 87 AVE .4LAMI, FLORIDA 33174 (305) 264 -8100 • DR. P.UMike ROOQ STRUCTURES FLA. PE 1 16557 II IV: 151 to 4 _rn' J : DOUBLE ROWS 3/16" X 2 3/4" TAPCONS SECTION AT VERTICAL DOUBLE ROWS 3/16" X 2 3/4" TAPCONS APPROVED M COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODU 1 i(OL DIV,S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO qR - q2.9 • S1iEET 4 Of 1 .ATExws UST REV HO. DESCRIPTION PART NJYBER C0164NTS 1 -(AD 080 -00 --112 2 TRACK • 064 -00 -110 3 .Wb 060--00 -113 4 LOCK STLE 061- -00-384 5 INTERLOCK 051- 00-355 6 JA148 STLE 060-00 -354 7 ►EITT#0 VIE 061 - 00-358 6 TOP RAIL 050 --00 -483 • Bo1TOU PAL 051 - 00-421 10 THREE■HO1D 060-00 -431 11 HEAD COYER 050- 00-431 12 FRA3iE ASSEMBLY SCREW 012 -00 -130 18 X 1 PHPH SUS 13 FLIER 080-- 00-004 14 P ANEL AMIABLY SCREW 012 --00 -130 f10 X 1 Pt8'H 5115 16 1/4* CLEAR LE W 16 FDID PANEL. GLADE 050-00 -379 S LONG 17 TANOO4l STEEL WHEEL ASSEMBLY 037 40-015 to 1/C CL1726 JC 1Wi1 o46- 00-452 19 1/4 X 1 1/2 STTLL. BAR 008 -00 --003 LENG111 IS F1JLL maw Of PANEL. 20 3/1r ANGLE 015-00 047 11 1 X 3 ALULL. MULL 012 -00 -130 1561 LONG PULED IN ILEETING ME 1/8 ALW ANGLE 23 L/H IN TF6OR PULL w/ FONT LATUl 007- 00-005 DEAD LOCK 24 R/N ECT RX)R PULL w/ LOCK IOIOCKOIJT 007 - 00-006 DEAD LOCK KEEPER 007 - 00-033 STRIKER 26 SCREEN WOOLPPE WITH PLASTIC FIN 047 - 00-014 U _TRAFAB 13034 2 1449 ST1E 060-- 00-357 29 FLAP Wet (TOP Mil.) 048- 00-015 30 FLAP YINT1. (1418) 1 046 -00 -!030 I I II 31 FLAP VINYL (INTERLOCK) I 044 - 00-017 I SLWRTTY PIN 33 HU RFOCNE ANGLE MICHOR SCREW 012 -00 -130 f 12 X Y MPH SUS 34 INSTM1AT10N FASTENER 012 -00 -130 3/16 x z 3/4• TAPCON 01 4 1/2"-•- 4 1 / 2" -- -.-1 9 1/2 • • 23 -4-- 19 0 3- 143 1/2" MAX. F.W. 22 1/2 3 " x L TYPICAL ELEVATION 22 3/4 3" --- (2) ROWS OF 3/16' X 2 3/4" TAPCONS, EACH AT 3 * FROM MEETING STILES do INTERLOCK CENTERLINES. 23 - 3" 22 1 /2 -- 22 1/2 22 1/2 • 22 1/2--. 0 { } HURRICANE CLIP WITH CLUSTER OF (3) TAPCONS HURRICANE CLIP (CENTER OF EACH PANEL) WITH CLUSTER OF (2) TAPCONS ® 23 23 -- — 5 1/2 r' DOUBLE ROW 23 3/16" X 2 3/4" TAPCONS (TYPICAL) 21 1/2 12 14 1/2 1 14 1/2 5j 6 2 U a 0 z N z 0 75 DATE; 8/15/97 SCALE 1/2 DWG. BY: RU11 C}IX. BY: J08 40.: 96 -229 HEAVY REINFORCEv1ENT DESIGN PRESSURE RATING. + 56.6 PSF. 56.6 PSF. SILL ANCHOR LOCATIONS DOUBLE ROWS OF 3/16" X 2 3/4" TAPCONS. or h 0 o r a O O _ L+. - Z 3 a v 6- r i Z u c.... L _1° MAY 14 1998 Q APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT DY PRODUC • TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C - 6 CY STT S nr a DATE S /15 /07 SCALE 1 /Y -1 DWG. (3Y: RUZ CliK. BY: O 0 • ))))))Will) U) ))) ))111 j ' 1 AlAIA 1 : :3 100 ° MIK • I ri ' MUUMUU '.>� l � _ firm NMI kaR _�J 0 , p s 0► •••••• )I 11)1))111111111)1111 o et +111:..=_ 1 L 01 4 1 01. rilliVi ,• ,' LL�� :in ► �� SWAP O 1/4" 0 WEEP HOLE 0 TOP /BOT. DOUBLE ROWS #10 X 2" SMS. AT MIDSPAN OF CENTER PANEL BOTTOM RAIL FULL HEIGHT OF PANEL INTERIOR PERIMETER SEAL AT FRAME HEAD AND FRAME TRACK 143 1/2" MAXIMUM FRAME WIDTH C SECTION AT HORIZONTAL DOUBLE ROWS 3/16" X 2 3/4" TAPCONS (TYP.) - TOP & BOT RAIL STRUCTURES 1/4" MAX.- SHIM SPACE SINGLE ROW 3/16" X 2 3/4" TAP CONS SINGLE ROW 3/16" X 2 3/4" TAPCONS AL- FAROOQ CORPORATION 1235 S.W. 87 AVE MIAml, FLORIDA 33174 (305) 264 -8100 MAY 1 DR. 11UMAVOUN FAROOQ SCALL DOUBLE ROWS 3/16" X 2 3/4" TAPCONS DOUBLE ROWS 3/16" X 2 3/4" TAPCONS SECTION AT VERTICAL APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE BY_ // PRODUC O''fROL DI■IS,ON BUILDIN' 100E !COMPLIANCE OFFICE ACCEPTAk NO (1'n`T2q•().j J00 NO.: H -229