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320 NE 100 St (18)1 FO. iz 6 //1o�d Foe 061 4./ .€ eme eAV) Legend: rt - Centerline Res — Residence Fd — Found Cane — Concrete Cis — blear RIW — Right of way Clf — Chan !ink fence Ms — Mee,,. *ed En :7 -- Er; roschmer! 0 0 RI O • Zo• cr y co 1 O. /5 • q ct.,e . • , N .W. •G essNC • ` • 9D. r .S / ' ` e G ,.' 2 t . 7 . Note Lands shown hereon were not abstracted for easements and i or right -of - ways of record :ego! description provided by :t!ent /1,8? ONE —STORY RES. N2-320 23 .4 4 L� ,. �� J. we. co (\i 33 39 30 N .s ' _ , v \ ewe N A rl s 6 i E S - 6 PAvED - z.. E evabons based on DCBM M ,■ - 397, Elev -9fie,NGV Datum '?2q /S.o 2.40 zero STREET /B. G o ' 5. 5 • sr:" • CC.r/c � • (f sv4l. e ZO �t�s a � ` •ssti �_• :. _ -�: x :t.z1 NZ'+ N V o.25' Bearings if shown are based o' assumed mepdar and at D+ Recc d t p q 0 0 FO. 'fir •• _ cAa) 7O RY /� c9NC. NOT VALID USILU$ I nessio ntTtt SURVEYOR'S SEAL REVISED: if - 3 • AJc'A Y Sthe v EY• LE AL 9 ESCRIPTION: Lots and 10, Block 40, AMENDED PLAT OF MIAMI SNORES SECTION NO. 1, according to the plat thereof, as recorded in Plat Book 10, Page 70, of the Public Records of Miami -Dade County, Florida. SURVEY FOR: OBRADOR, Andrea C. 320 NE 100th Street, Miami Shores, FL 33138 CERTIFIED TQQ: Andres C. Obrador Colmmbia Title of Florida, Tnc. T4cor Title Insurance Company PRH Mortgage Services C cpetet -on. its successors and /or assigns se their interest may appear c() N. E. 90 STPMEV BOUNDARY SURVEY 1 tt.r*7 Canny: That Ow attacked emtre, ms made minder Mr reepe..IrU mw.. .ad .rs.e.ma.a, mots tta ulakseen Weink l .t.m/.ras as ..t forth by Ow FLOOICIA DOAN) Or 10010 Mlltlr!YtNle In Ctisp1st 010174, lls.W. J J itr,b.s C, pursuant tc !.saes 4`'2.027,110411. Z tra - �9 GARY B. CASTEL Registered Lint! Survey:1- Ste. r_ .. nR E. t CDC STWEET • rr. f 12. i/ t ,� s e ' o DATE, • g 40 FLOOD ZONE: • 1_0CA71 ON Ad ,P' GARY B. CASTEL SURVEYING, INC. LAND SURVEYORS 12016 SW. 132nd COURT. MIAMI, FLORIDA 33186 ;305) 253-9720 (3051 253-6767 SCALE' , BY .A.41 Ail JOB No. • FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C -97 Residential Limited Applications Prescriptive Method C SOUTH 7 8 9 Small Additions, Renovations & Building Systems Department of Community Affairs ;an;dance wet Method Col Chapter 6 of the Ronda Energy Effidency Code may be demonstrated by the use of Form 600C-97 for additions Cif 600 square feet or less, sne- installed com ponents of manufactured homes. and renovations to single and multifamily residences. Alternative methods are provided for additions by use of Form 6008 -97 or 600A -97. BUILDER: PERMITTING OFFICE:41,,4 PROJECT NAME: AND ADDRESS: OWNER: y�. �9.vV Ago o /rya4' ro .P,a's / ,o. ∎ v c,E 320 /YE /00 sr, tisi444i Sig ORRS , 4s 3 313 8 PERMIT NO. E p .o SMALL ADDITIONS TO EXISTING RESIDENCES (600 Square feet or less of conditioned area). Prescnptive requirements in Tables 6C•1, 6C -2'and 6C -3 apply only to the components of the addition, not to the existing building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet me prescribed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30% of the assessed value of the building). Prescnptive requirements in Tables 6C•1 and 6C -2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. ONy sae- components and features are covered by this form. BUILDING SYSTEMS Comply when complete new system O installed. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 2. Single family detached or Multifamily attached 3 . If Multifamily -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Glass area and type: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab -on -grade (R= value) b. Wood, raised (R- value) c. Wood, common (R-value). d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type 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) c. Marriage Walls of Multiple Units' (Yes/No) e 10. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system *: (Types: heat pump, elec. strip, natural gas, L.P. gas, gas h.p., room or PTAC, existing, none) 13. Air Distribution System': a. Backflow damper or single package systems' (Yes /No) b. Ducts on marriage was adequately sealed' (Yes /No) 14. Hot water system: (Types: elec., natural gas other, existing, none) * Pertains to man ' '� ' - s with site installed components. CLIMATE ZONE: 7 n 8 JURISDICTION NO.: 3 b to 1. 40a/27eN 2. $M/6tEf,441 /Ly 3. 4. 323. 8 5. Single Pane 6a. sq. ft. 6b. /2 -et sq. ft. 7. 4- 11. 12. 13a. 13b. 14. Type: EGG EF: 8 Double Pane sq. ft. sq. ft. 8a. R= Q__ $ b` lin. ft. 8b. R= sq. ft. 8c. R= _ sq. ft. 8d. R= sq. ft. 8e. R= sq. ft. 9a -1 R= 42e sq. ft. 9a -2 R= sq. ft. 9b -1 R= sq. ft. 9b -2 R= sq. ft. 9c 10a. R= .30 g sq. ft. 10b. R= sq. ft. T ype: C4 ,TRA e SEER/EER: // Type: E Zat0c. ,S-7X/o" HSPF /COP /AFUE: / I hereby = I that th plans rid specifica s covered by the calculation are in compliance the Florida Energy Code. ,r� PREPARED BY: NR I Qt)6 FE2ANO6z, r , E. DATE: 2/1 3 /00 I hereby certify that this building is in compliance with the Florida Energy Code. I ONMER AGENT: iH/lei I GRNANOe2. P. e. DATE: 1 1 /f 1l Review of plans and spedficalons covered by this calculation indcates compliance with the Florida Energy Code. Before construction is completed. this bidding will be inspected for compliance in accordance with Section 553.908, F.S. BUILDING OFFICIAL: DATE: Revised 1998 Maximum percentage glass to floor area allowed is selected by type, overhang length, ano snaatng coemciem. maxiFT1u111 iu = ..m..- 11.a... •.. - r GLASS TYPE, OVERHANG, AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED TO 20 /o . . , UP TO 30% UP TO 40% UP TO 50% Single Double Single Double Single Double Single Double OH SC OH - SC OH - SC OH - SC OH - SC OH - SC OH - SC OH - SC - l'- 1.0 0'- .90 2'• 1.0 1"- .86 0'- .65 1"- .90 0'- .70 3'- 1.0 2'- .86 1% .65 0"- .45 2'- .90 l'- .70 0'- .50 4'- 1.0 3'- .86 2% .65 V- .45 0 .35 3'- .90 2'- .70 l'- .50 0'- .40 • SHGC or SC may be obtained from the manufacturer. Single clear SC = 1.0, double clear SC = .90, and single tint SC = .86. SHGC _, .87=SC TABLE 6C-3 I MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 To be caulked, gasketed, weather - stripped or otherwise sealed. Lo Exterior Windows & Doors 606.1 Max. 0.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. 1'✓ Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. 1 /i Recessed Lighting 606.1 Type IC rated with no penetrations (two attematives allowed). v Multi -story Houses 606.1 Air barrier on perimeter of floor cavity between floors. • ' Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. ey4,4 Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. 474 Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. % Hot Water Pipes 612.1 Insulation is required for hot water circulating systems (including heat recovery units). r✓ Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. (• HVAC Duct Construction, Insulation & Installation 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall 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. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. I f/ . A TABLE 6C-1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADORIONS (600 Sq. FI. and Less), RENOVATIONS TO EXISTING BUILDINGS AND SITE-INSTALL COMPONENTS OF MANUFACTURED HOMES. COMPONENT 0 J J cn s'D z W U N ¢ 0 O J LL Concrete Block Frame, 2" x 4' Frame, 2' x 6" Common, Frame Common. Masonry Under Attic Single Assembly; Enclosed Frame Metal Pans Single Assembly; Open Common, Frame Slab -on -grade Raised Wood • Raised Concrete Common, Frame In unconditioned space 0 conditioned space MINIMUM INSULATION R -5 R -11 R -19 R -11 R -3 R -30 R -19 R -13 R -10 R -11 No Minimum R -11 R -5 R -11 R -6 No minimum INSULATION INSTALLED A' --O R- ro TABLE 6C-2: PRESCRIPTTVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY EQUIPMENT co z J O U CC O W a s Central A/C - Split - Single Pkg. Room unit or PTAC Electric Resistance Heat pump • Split Single Pkg. Room unit or PTHP Gas. natural or propane Fuel Oil Electric Resistance Gas; Natural or L.P. Fuel Oil MINIMUM EFFICIENCY SEER = 10.0 SEER = 9.7 EER = 8.5' ANY HSPF =' 6.8 HSPF = 6.6 COP - 2.7' AFUE = .78 AFUE = .78 EF = .88 • EF = .54 EF = .54 INSTALLED EFFICIENCY SEER = // SEER = EER = HSPF = HSPF HSPF/ COP AFUE = AFUE = EF = 4_ EF = EF = - 2 - Sae Tabs 63. 6-7 of GENERAL DIRECTIONS: 1. ' On Table 6C-1 indicate the R -value of the 'mutation being added 10 each component and the efficiency levels of the equipment being installed. M 13-values and efficiencies installed must meet or exceed the minimum values isted. Components and equipment neither being added nor renovated may be lett blank 2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned floor area in the addition as follows. Total the areas of all glass windows, sliding glass doors and glass door panels. Double the area of as non. verncaf cool glass and add it to the previous total. When glass in existing exterior walls is being removed or enclosed by the addition, an amount equal to the total area of this glass may be subtracted from the total glass area. Drvde be adjusted glass area tot by the conditioned boor area of the addition. Multiply by 100 to get the percent. Find the largest glass percentage under winch your caudated perte rage Ids on Table 6C-2. Prescnpoves are given by Inc type of glass (Single or Double pane) and the overlong (OH) paired win a shading coefficient (SC). For a given glass type and overhang, the minimum shading coefficient allowed is specified. Actual glass windows and doors erewousty in the extenor walls of Ire house and being reinstalled in Me addition do not have to comply with Inc overhang and v ading coefficient requremems on Table 6C•2. M new glass in tie addition must meet me requirement tor one of me options in me glass percentage category you indicated. The overhang (OH) distance is measured perpediadady from the lace dl tine glass to a point directly wider Inc outermost edge of me overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet me lobowing requirements. Any glass type and shading coefficient may be used for glass areas which are under at least a two loot overtiatg and vision owns: edge dos not extend lusher man 8 feet from the ovemang. Glass areas being renovated that do not meet Ctrs cntena must be either single -pane tinted, double -pane dear or double -pane anted, 4. BUILDING SYSTEMS. Comply wren new system is installed tor system installed. S. Compete the inlornatan requested on me top hall 01 cage 1. 6. Read MMirimu n Reowremu !or Small Additions and Renovations', Table 6C•3, and check all abpliade items. 7. Read. sign and date the 'Owner/Agent' e.nzfeaaon statement on page 1. 42 Location for weather data: Miami - Defaults: Latitude(25) Temp Range(L) Humidity data: Interior RH (50%) Outdoor wet bulb (77F) Humidity difference(56gr.) Winter design temperature Winter setpoint Winter temperature difference 47 F 70 F 23 F Summer design temperature Summer setpoint Summer temperature difference 90 F 75 F 15 F Total heating load calculation 40169 Btuh Total cooling load calculation '47541 Btuh Submitted heating capacity Submitted as % of calculated 34000 Btuh 84.6 % Submitted cooling capacity Submitted as % of calculated 58500 Btuh 123.1 % Load component Load Window total 272 sqft 8411 Btuh Wall total 1815 sqft 12738 Btuh Door total 61 sqft 631 Btuh Ceiling total 2385 sqft 5486 Btuh Floor total 239 ft 0 Btuh Infiltration 159 cfm 2629 Btuh Internal gain 4700 Btuh Subtotal(sensible) 34595 Btuh Duct gain 3459 Btuh Total sensible gain 38054 Btuh Latent gain(infiltration) 6067 Btuh Latent gain(intemal) 3420 Btuh Total latent gain - 9487 Btuh TOTAL HEAT GAIN 47541 Btuh Load component Load Window total 272 sqft 7241 Btuh Wall total 1815 sqft 19075 Btuh Door total 61 sqft 612 Btuh Ceiling total 2385 sqft 2862 Btuh Floor total 239 ft 4436 Btuh Infiltration 159 cfm 4031 Btuh Subtotal 38256 Btuh Duct loss 1913 Btuh TOTAL HEAT LOSS 40169 Btuh Residential System Sizing Calculation Summary MR. ANDRES OBRADOR 320 NE. 100TH. ST. MIAMI SHORES, FL 33138- Winter Heating Load for 2385 sgft Summer Cooling Load for 2385 sgft Project Title: MR. OBRADOR'S RESIDENCE WINTER CALCULATIONS EnergyGauge® FLRCPA -203 SUMMER CALCULATIONS Leto* 1emel(7%) Uteri In111 .(13%) Int.Ooln(1 D%) Ductr(7 %) MhM(47%) Class 3 Rating • Registration No. 0 Climate: South 11/28/00 The sizing method used was EnergyGauge® System Sizing. PREPARED BY: E• FERWA DATE: I2413/00 Window Type(Panes /SC /Frame /U) Orientation Area X HTM= Load N— N co wr N co 1.- 03 G) o 1— " co r � � r 1, Clear, Metal, DEF N 25.6 26.6 681 Btuh 1, Clear, Metal, DEF N 9.8 26.6 261 Btuh 1, Clear, Metal, DEF N 18.4 26.6 489 Btuh 1, Clear, Metal, DEF E 36.8 26.6 979 Btuh 1, Clear, Metal, DEF E 5.0 26.6 133 Btuh 1, Clear, Metal, DEF E 25.6 26.6 ' 681 Btuh 1, Clear, Metal, DEF E 9.0 26.6 239 Btuh 1, Clear, Metal, DEF S 14.0 26.6 372 Btuh 1, Clear, Metal, DEF S 9.8 26.6 261 Btuh 1, Clear, Metal, DEF S 86.4 26.6 2298 Btuh 1, Clear, Metal, DEF S 12.8 26.6 340 Btuh 1, Clear, Metal, DEF W 9.0 26.6 239 Btuh 1, Clear, Metal, DEF W 10.0 26.6 266 Btuh Window Total 272 7241 Btuh Walls Type R -Value Area X HTM= Load 1 Concrete - Exterior 0.0 1597 11.7 18681 Btuh 2 Frame - Adjacent 11.0 218 1.8 393 Btuh Wall Total 1815 19075 Btuh Doors Type Area X HTM= Load 1 Wood - Exter 39 10.6 414 Btuh 2 Wood - Adjac 22 9.2 199 Btuh Door Total 61 612Btuh Ceilings Type R -Value Area X HTM= Load 1 Under Attic 19.0 2385 1.2 2862 Btuh Ceiling Total 2385 2862Btuh Floors Type R -Value Size X HTM= Load 1 Slab -On -Grade Edge Insul 0 238.5 ft(p) 18.6 4436 Btuh Floor Total 239 4436 Btuh Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 23850(sgft) 159 4031 Btuh Mechanical 0 0 Btuh Infiltration Total 159 4031 Btuh System Sizing Calculations - Winter Residential Load - Component Details Project Title: JE. 100TH. ST. MR. OBRADOR'S RESIDENCE MIAMI SHORES, FL Reference City: Miami (Defaults) Winter Temperature Difference: 23.0 F ANDRES OBRADOR EnergyGauge® FLRCPA - 203 Class 3 Rating - Registration No. 0 Climate: South 11/28/00 Totals for Heating Subtotal Duct Loss(using duct multiplier of 0.05) Total Btuh Loss 38256 Btuh 1913 Btuh 40169 Btuh ir Manual J Winter Calculations Residential Load - Component Details (continued) MR. ANDRES OBRADOR Project Title: Class 3 Rating 320 NE. 100TH. ST. MR. OBRADOR'S RESIDENCE • Registration No. 0 MIAMI SHORES, FL 33138- Climate: South Key: Window types (SC - Shading coefficient of glass as SC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U -Value or 'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) EnergyGauge® FLRCPA -203 11/28/00 Window Type Panes /SC /U /InSh/ Overhang Len Hot Window Area(sqft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 1, Clear, DEF, B, N N 0 0 0 0 0 0 0 0 tO CO 0 0 0 0 0 0 0 0 0 0 0 .- 0 0 0 25.6 0.0 25.6 18 18 461 Btuh 2 1, Clear, DEF, B, N N 9.8 0.0 9.8 18 18 176 Btuh 3 1, Clear, DEF, B, N N 18.4 0.0 18.4 18 18 331 Btuh 4 1, Clear, DEF, B, N E 36.8 0.0 38.8 18 52 1914 Btuh 5 1, Clear, DEF, B, N E 5.0 0.0 5.0 18 52 260 Btuh 6 1, Clear, DEF, B, N E 25.6 0.0 25.8 18 52 1331 Btuh 7 1, Clear, DEF, B, N E 9.0 0.0 9.0 18 52 468 Btuh 8 1, Clear, DEF, B, N S 14.0 0.0 14.0 18 28 392 Btuh 9 1, Clear, DEF, B, N S 9.8 9.8 0.0 18 28 178 Btuh 10 1, Clear, DEF, B, N S 86.4 86.4 0.0 18 28 1555 Btuh 11 1, Clear, DEF, 8, N S 12.8 0.0 12.8 18 28 358 Btuh 12 1, Clear, DEF, B, N W 9.0 0.0 9.0 18 52 488 Btuh 13 1, Clear, DEF, B, N W 10.0 0.0 10.0 18 52 520 Btuh Window Total 272 8411 Btuh Walls Type R -Value Area HTM Load 1 Concrete - Exterior 0.0 1596.7 7.8 12454 Btuh 2 Frame - Adjacent 11.0 218.4 1.3 284 Btuh Wall Total 1815.1 12738 Btuh Doors Type Area HTM Load 1 Wood - Exter 39.1 10.4 407 Btuh 2 Wood - Adjac 21.6 10.4 225 Btuh Door Total 60.7 631 Btuh Ceilings Type /Color R -Value Area HTM Load 1 Under Attic /Dark 19.0 2385.0 2.3 5486 Btuh Ceiling Total 2385.0 5486 Btuh Floors Type R -Value Size HTM Load 1 Slab-On -Grade Edge Insulation 0.0 238.5 ft(p) 0.0 0 Btuh Floor Total 238.5 0 Btuh Infiltration Type ACH Volume CFM= Load Natural 0.40 23850 159.3 2629 Btuh Mechanical 0 0 Btuh Infiltration Total 159 _ 2629 Btuh System Sizing Calculations - Summer Residential Load - Component Details Project Title: 320 NE. 100TH. ST. MR. OBRADOR'S RESIDENCE MIAMI SHORES, FL 33136 Reference City: Miami (De Summer Temperature Difference: 15.0 F MR. ANDRES OBRADOR Class 3 Rating Registration No. 0 Climate: South 11/28/00 I Internal 1 gain Occupants 4 Btuh /occupant X 300 + Appliance I Load 3500 I 4700 Btuh EnergyGauge® FLRCPA -203 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Class 3 Rating 320 NE. 100TH. ST. MR. OBRADOR'S RESIDENCE .Registration No. 0 MIAMI SHORES, FL 33138- Climate: South 11/28/00 MR. ANDRES OBRADOR Totals for Cooling Subtotal Duct gain(using duct multiplier of 0.10) Total sensible gain Latent infiltration gain (for 56 gr. humidity difference) Latent occupant gain (4 people @ 230 Btuh per person) Latent other gain TOTAL GAIN 34595 Btuh 3459 Btuh 38054 Btuh 6067 Btuh 920 Btuh 2500 Btuh 47541 Btuh Key: Window types (SC - Shading coefficient of glass as SC numerical value or as clear or tint) (U - Window U -Value or'DEF' for default) (InSh - Interior shading device: none(N), Blinds/Daperies(B) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (Omt - compass orientation) EnergyGauge® FLRCPA -203 fn:obrador WIND LOADING - ASCE 7 -88 - SINGLE STORY STRUCTURE PROJECT: ANDRES OBRADOR DATE: 12- 5-2000 [Design Wind Pressure p = qGhCp - gh[GCpi] 1) EXPOSURE & BLDG. CLASSIFICATION: Enter Importance Factor I: Exposure Category Coefficient: Basic Wind Speed: Eave height: 2) VELOCITY PRESSURE(q): (For flat roofs, qz=qh) Ht above ground level -FT: 15 20 25 30 40 50 60 3) DESIGN WIND PRESS.: (gxKz) Ht above ground level -FT: 15 20 25 30 40 50 60 Design pressure (qKz) (psf): OBRADOR.WK4 1.05 C 0.00256 110 Category I (enter "D" if Coastal) ASCE 7 -93 6.5.1 mph 10 ft Velocity Pressure (q,qh) Dade Cty Coastal 27.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Velocity pressure(q)(psf): 27.32 0.00 Design Pressures Dade Cty Coastal 36.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 36.06 0.00 JOB No: 2049 q =Vel. Press. = 0.00256K(IV )2 K =VeI. Expos. Coeff. I= Import. Fact. V= 110mph Gh =Gust Response Factor Cp= WaIVRoof Press. Coeff. qh= Vel.Press. (c) mean rf. ht. qz= Vel.Press. © height z GCpi= lntemal Pressure Exposure Coeff. (Kz) Exp C Exp D 0.80 1.20 0.87 1.27 0.93 1.32 0.98 1.37 1.06 1.46 1.13 1.52 1.19 1.58 Gust Resp. Factor (Gh,Gz) Exp C Exp D 1.32 1.15 1.29 1.14 1.27 1.13 1.26 1.12 1.23 1.11 1.21 1.10 1.20 1.09 36.061 oid-6/ 3.A) MAIN WIND FORCE RESISTING SYSTEMS: Wall Pressure Coefficients (Cp): Enter 18.50 25.75 Length L Width B Solution UB Windward wall Leeward wall Side walls Roof slope: (x/12) - Mean Roof Height, h: Solution degrees: Solution h/L: Normal to ridge: Parallel to ridge: Roof Pressure Coefficients (Cp): Enter 3 11 INTERNAL PRESSURE (qhGCpi): Positive Internal Pressure: Negative Internal Presuure: WIND DIRECTION NORMAL TO RIDGE: Windward wall: Windward wall: Leeward wall: Leeward wall: Windward roof: (Largest) Windward roof: (Largest) Leeward roof: Leeward roof: WIND DIRECTION PARALLEL TO RIDGE: Side wall: Side wall: Roof: Roof: OBRADOR.WK4 ft Building dimension parallel to wind ft Building dimension normal to wind 0.72 0.8 -0.5 -0.7 14.04 degrees 0.595 h/L Winward Leeward Additional (Both values of Cp) -0.9 -0.7 0 -0.7 -0.7 6.83 (6.83) 22.02 35.68 -24.86 -11.20 -39.29 -25.63 -32.07 -18.41 -32.07 -18.41 -32.07 -18.41 0.42718 h/B with positive internal pressure. with negative intemal pressure with positive intemal pressure. with negative intemal pressure with positive intemal press. with negative intemal press with positive intemal pressure with negative intemal pressure with positive intemal pressure. with negative intemal pressure with positive intemal pressure. with negative internal pressure -39.29 -25.63 -6.83 6.83 COMPONENT COMP AREA (S.FT) ZONE Vel. Press. (psf) •OCp (from Pig 3a & 3b) -0Cp (from Pip 3a & lb) Pos$Nvs Press. Nspatlw Press. Doatge Press. Window No W1 - TYPE 23 9.80 4 27.32 1.40 -2.00 38.28 40.90 40E9 PROJECT: (eaves) -28.85 WIND » » »> WIND » » >» (eaves) -28.85 (eaves) -28.85( B) COMPONENTS AND CLADDING PROJECT: -25.24 -25.24 -25.24 r 22.02 35.88 -32.07 CALCULATION OF DIMENSIONS FOR WALL ZONES 4 & 5: Mean Roof Height: WALL 1 18.5 CALCULATION OF DESIGN PRESSURE ON WINDOWS AND DOORS: (1st FLOOR) -39.29 . -32.07 WIND NORMAL. TO RIDGE (POS.INT.PRESS.) WIND NORMAL TO RIDGE (NEG.INT.PRES8.) -32.07 -32.07 WIND PARALLEL TO RIDGE 11.00 L (in ft) 8.83 -8.83 8.83 -28.85 (eaves) -24.86 -28.85 (saws) -11.20 -28.85 (eaves) ft -32.07 1.85 (10% of width) 4.40 (0.4h) 1.85 0.04 (4% of min width) 3.00 3.00 (3 ft. min) Solution: Value of "a ": a 3.00 interior a 12.50 1 3.00 feet REACTIONS LIVE (Its) DEAD (Ibs) NET UPLIFT (Ibs) HORIZONTAL REACT Parallel Normal REMARKS RI 555 500 738 216 361 R2 0 0 0 0 0 R3 0 0 0 1 0 R4 0 0 0 0 0 R5 0 0 0 1 0 R6 0 0 0 0 0 R7 0 0 0 • 0 R8 0 0 0 0 0 LIVE AREA PSF 18.5 30 30 30 30 30 30 30 30 DEAD AREA PSF 18.5 27 O 27 O 27 O 27 O 27 O 27 O 27 O 27 Interior AREA 18.5 UPLIFT Overhang PSF AREA PSF 39.89 68.74 O 39.89 68.74 O 39.89 68.74 O 39.89 68.74 O 39.89 68.74 O 39.89 68.74 O 39.89 68.74 O 39.89 68.74 HORIZONTAL Parall Normal AREA PSF AREA PSF 6 36.06 10 36.06 36.06 36.06 36.06 36.06 36.06 36.06 36.06 36.06 36.06 36.06 36.06 36.06 36.06 36.06 FTNGLOAD.WK4 QTY. CUSTOMER: JOB: FT.M: UNDER STEEL COLUMN MEMBER WT(LL) WT (PRT & FINISH) WT (DL) TOT LL TOT DL SF 6 in ROOF SLAB 30.00 10.00 75.00 0.00 0.00 SF in SLABS 40.00 18.00 0.00 0.00 0.00 SF In SLABS 0.00 0.00 0.00 SF In SLABS 0.00 0.00 0.00 0.00 0.00 LF 8 x 12 ROOF TIE BEAM 100.00 0.00 0.00 LF 12 x 12 ROOF BM:8X20 150.00 0.00 0.00 6.5 LF 4 x 12 WOOD BEAM 10.67 0.00 60.33 LF x BEAM 0.00 0.00 0.00 LF x BEAM 0.00 0.00 0.00 LF x BEAM 0.00 0.00 0.00 LF x BEAM 0.00 0.00 0.00 LF x BEAM 0.00 0.00 0.00 0.00 0.00 SF BLOCK WALL 8' (W/O STUCCO) 60.00 0.00 0.00 SF BLOCK WALL 8' (W/O STUCCO) 60.00 0.00 0.00 0.0 SF STUCCO 6.00 0.00 0.00 0.0 SF STUCCO 8.00 0.00 0.00 0.00 SF MANSARDS 30.00 40.70 0.00 0.00 SF SOFFITS, ALL 12.00 0.00 0.00 0.00 0.00 SF FLOOR JOISTS W/PLASTER 50.00 17.00 0.00 0.00 SF FLOOR JOISTS W/PLASTER 50.00 17.00 0.00 0.00 0.00 0.00 SF FLOOR JOISTS W/PLASTER 40.00 17.00 0.00 0.00 SF FLOOR JOISTS W/PLASTER 40.00 17.00 0.00 0.00 0.00 0.00 SF 0.00 0.00 SF ROOF JOIST 2.5/12 30.00 27.00 0.00 0.00 SF ROOF JOIST 2.5/12 30.00 27.00 0.00 0.00 0.00 0.00 32.5 SF ROOF JST,FLAT W /PLASTER 30.00 17.00 975.00 552.50 SF ROOF JST,FLAT W/PLASTER 30.00 17.00 0.00 0.00 0.00 0.00 SF ROOF JST W/O PLASTER 30.00 7.00 0.00 0.00 SF ROOF JST W/O PLASTER 30.00 7.00 0.00 0.00 0.00 0.00 SF CEILING JOISTS,NO ATTIC 10.00 12.00 0.00 0.00 SF CEILING JOISTS,NO ATTIC 10.00 12.00 0.00 0.00 SF 0.00 0.00 LF 8 x 12 COLUMNS 100.00 0.00 0.00 LF 12 x 12 COLUMNS 150.00 0.00 0.00 1.0 LF x STEEL COLUMN 0.00 0.00 0.00 LF x COLUMNS 175.00 0.00 175.00 SF 0.00 0.00 SF 0.00 0.00 SF 0.00 0.00 SUBTOTALS (LBS.) LOAD ON FTNG: (LBS) ADD: FTNG. WEIGHT: TOTAL:(LBS) SOIL STRESS: (PSF) I DESIGN 15.00% 07•D..4000 9761 797 1,772 938 2,709 2,000 FTG. AREA :(S.F) 1.35 FTG. DIMENSION: (SO) 1.18 1 USE 2-8 X24 FTNG PILE CAPACITY: (LBS) rl /A 10,000 9 OF PILES 0.3 USE PILES CARLOS R. DOMINGUEZ, ARCHITECT PROJECT: p.PO , v ORAOM 300 Sevilla Ave., #207, Coral Gables, FL 33134 -6623 Tel (305) 442 9631 - Beep. 353 4089 - Lic # AR 6817 F .4. fn.•rwrlaMl Iry U 6 .12t14.0 LQAo...r X. .Z. `3 Mtz f-+t>! • I I I I • I .4 I 0 , , ;A.T..t!1...;A t3.�P bST.1�.,. D. ..., . .....; a i a ,(2. Nom r i T ; { v , 1 1 ( 4 . 1 . # 4 Vr 3 2? k. WORKSHEET r r *T(.AP ( P;ca.Fr . 94� 411' DATE: IZ/ L)OO sHr: 1 /z• JOB No: 2O 99 1 1 t >.s ... i rev 1/23198 CARLOS R. DOMINGUEZ, ARCHITECT 300 Sevilla Ave., #207, Coral Gables, FL 33134 -6623 Tel (305) 442 9631 - Beep. 353 4089 - Lic # AR 6817 4. 4 i i ; t••••••' � i o y 4x � ,. ... o V e 1tr..A;f, - X 0 4 i i i i i d l' I i l! ArmJ ...P1o... 110.4 ...d,F rrk. inworkshtl .P. Et..... I co q 3- , {� t III TII.Af? AST -me I.S. .... ME.... (.3' pagrepo.p.4.pLAi !-219 .t, - I 1 i l l I 1 1 I WORKSHEET Q"l .s�A C;'ZZ5....> 1470 OF' 044.4: : GO OP ww ...' ;... . ro.e I , ;r 9012 D� 12 * r 1 f 1l rr I ' i I 4 i l I I t• GoN PROJECT: ADO, ocae4upoe DATE: I L it Z j o o SIT: 2./2 JOB No: Zo 49 VIT w* u. C3r4 r ; r ' s.TIOI.» i t , TAX GIC g rev: 1/23/98 Product , Cods :.4 ' t , as p ' -- - I " ' . 0 « - Fastsnirs ° _ • ti , DssIgn:Loads(Ibs) „ ' . Dssign :Loads (Ibs) ' ....... K :* '':13 Nalls . ' .. Botts W 'L , S Nails BOIL ` Normal`(100%) Uplift (133 %) Uplift (160%) Normal (100%) UpI1R`(133%) UpIM (1a0%) HST 292 20 2" 9 -5/16" 8 -16d — 484 643 776 — — — HST 2122 20 2" 12- 13/16" 12-16d — 726 965 1164 — — — HST 2115 20 1" 16 -5/16" 10 -16d — 605 804 970 — — — HST 2215 20 2" 16 -5/16" 16 -16d — 908 1207 1552 — — — RT12112' 18 1 -1/2" 12" 8 -10d — 484 643 776 — — — RT16112' 18 1 -1/2" 16" 12 -10d — 726 965 1164 — — — RT18112' 18 1 -1/2" 18" 14.10d — 847 1126 1358 — — — R720112' 18 1 -1/2' 20" 16 -10d — 968 1287 1552 — — — RT22112' 18 1 -1/2" 22" 18 -10d — 1089 1448 1746 — — — RT24112' 18 1 -1/2" 24' 18 -10d — 1089 1448 1748 — — — RT30112' 18 1 -1/2" 30" 18.10d — 1089 1448 1748 — — — RT36112' 18 1 -1/2" 36" 18 -16d — 1089 1448 1748 — — — R748112' 18 1-1/2" 48" 18 -16d — 1089 1448 1746 — — — HST 9 16 1 -1/4" 9" 8 -16d — 584 776 936 — — — HST 12 16 1 -1/4" 17 -3/4" 14 -16d — 1022 970 1638 — — — HST6215 16 2" 16 -5/16" 16 -16d — 1168 1553 1872 — — — HST 18 16 1 -1/4" 17 -3/4" 14-16d — 1022 1359 1638 — — — HST 22` 16 1 -1/4" 21-5/8" 18 -18d — 1314 1747 2017 — — — HST6224 16 2" 23 -5/16" 24-16d — 1752 2330 2808 — — — HST 6236 14 2" 33- 13/16" 20 -16d — 1407 1955 2350 — — — RT12' 14 1" 12" 8-16d — 496 659 792 — — — RT16' 14 1' 18" 12-16d — 744 989 1188 — — — RT18' 14 1' 18" 14-16d — 868 1154 1386 — — — RT20' 14 1' 20" 16 -16d — 992 1319 1584 — — — RT22' 14 1" 22" 18 -16d — 1116 1484 1782 — — — R724' 14 1" 24" 18 -16d — 1116 1484 1782 — — — RT30' 14 1" 30" 18 -18d — 1116 1484 1782 — — — RT36' 14 1" 36" 18 -16d — 1116 1484 1782 — — — RT48' 14 1" 48" 18 -16d — 1116 1484 1782 — — — HMST 27 12 2' 27" 30 -16d (4) 1/2" 2280 3032 3645 1405 1868 2250 HMST 37 12 2" 38" 42-16d (6) 1/2" 3192 4245 5103 2100 2793 3264 HMST 48 12 2" 48" 50 -16d (8) 1/2" 3800 5054 5709 2609 3469 4174 HMST 60 10 2' 60" 66 -16d (8) 1/2" 5280 7022 7279 2694 3583 4310 HMST 72 _ 10 2' 72" 66 -16d (8) 1/2" 5280 7022 7279 2694 3583 4310 . , " t - ' ■,y" . - +' GNES MANUFACTURING, INC STRAP/TENSION /RAFTER TIES N otes: 1. Uplift Toads have been Increased for wind with no additional Increase allowed 2. Design values for bolts are based on loads being applied parallel with the grain of the wood 3. Design values based on NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 4. Design values may be doubled provided all the following criteria Is met: a. Maximum of two of the same connectors per location. b. Care should be used In order that nails are not driven In conflict with each other or the connector. c. Straps or clips must not overlap the other connector. 5. Total fasteners, installed symmetrically "Also available twisted • • Wood+To Wood 27 Product Cods Description Box Fasteners Des on Loads (Ws) Uplift Li '' :�, LPTA Low Profile Truss Anchor 100 15- 10dx1.1/2" 1535 815 1500 13.10dx1.1/2" 1330' 815" 1300 10- 10dx1.1/2 1020' 815" 1000 LPTA -S Low Profile Truss Anchor with Slots 100 15.10dx1.1/2" 1500 520 1150 Wood To Masoriryv(Wall)' TRUSS ANCHORS, DEEMED TO COMPLY • Designed to meet SBCCI Standard for Hurricane Resistant Residential Construction requirements for anchoring trusses to masonry walls • Will prevent truss movement parallel and perpendicular to the wall as well as uplift • Meets requirements for steel barrier between wood and concrete • Galvanized steel, strap 14 gauge, bottom plate 20 gauge • 4" minimum embedment _ • SBCCI PST &ESI No. 9408A • Dade County Approval No. 98- 0717.03 38 Notes: 1. Allowable loads for Uplift, L1 and L2 shall not be combined 2. The connectors shall be subjected to loads In one direction only 3. Minimum concrete strength fc•2500ps1 TRUSS ANCHORS, LOW PROFILE • Designed to meet SBCCI Standard for Hurricane Resistant Residential Construction requirements for anchoring trusses to masonry walls • Will prevent truss movement parallel and perpendicular to the wall as well as uplift • LPTA -S allows for 3/4" scissors truss horizontal movement • Galvanized steel strap 18 gauge • 4" minimum embedment • SBCCI PST & ESI No. 94139 Single LPTA shown, multiple units can be used to achieve applicable lateral, perpendicular and uplift toads. e.25" Notes: 1. Allowable loads for Uplift, L1 and L2 shall not be c om b ine d 2. The connectors shall be subjected to loads In one direction only �E 3. Minimum concrete strength fc= 2500ps1 tae• 4. Design values may be doubled provided all the following criteria Is met: a. Maximum of two of the same connectors per location. b. Requires two, three or more ply member. c. DO NOT USE TWO TRUSS ANCHORS WITH SINGLE PLY WOOD MEMBER. • Indicates straight Ilne Interpolation related to number of fasteners. •• Indicates same values from design manual used. Controlling load factor has proved to be between the tapered embedment portion end and fastened end.