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RC-16-1181 (2) 41, Miami Shores Village " PG 7)� td 0,0161 1 [lSt1lC� 10050 N.E.2nd Avenue NE021 � Miami Shores,FL 33138-0000 " Phone: (305)795-2204 $129/2 Expiration: 12/26/2016 Project Address Parcel Number Applicant 30 NE 93 Street 1132060130200 Miami Shores, FL 33138- Block: Lot: JUDE&FRANCES FACCIDOMO Owner Information Address Phone Cell JUDE$FRANCES FACCIDOMO 30 NE 93 Street (305)374-5730 MIAMI SHORES FL 33138- 30 NE 93 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone IBERICA CONTRACTORS USA CORP (786)200-0423 Valuation: $ 58,000.00 _.._: . ..M...._...,. . Total Sq Feet: 600 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Review Building Date Denied: Review Building Type of Construction:GARAGE CONVERSION AND INTE Occupancy:Single Family Review Electrical Stories: Exterior: Review Electrical Front Setback: Rear Setback: Review Electrical Left Setback: Right Setback: Review Planning Bedrooms: Bathrooms: I Review Structural Plans Submitted:Yes Certificate Status: Review Structural Certificate Date: Additional Info: Review Structural Review Mechanical Bond Return: Classification:Residential Review Mechanical Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Plumbing Bond Type-Contractors Bond $500.00 Review Plumbing Invoice# RC-5-16-59615 CCF $34.60 06/29/2016 Credit Card $2,557.00 $200.00 CO/CC Fee $50.00 DBPR Fee $26.10 05/02/2016 Credit Card $200.00 $0.00 DCA Fee $26.10 Bond#:3127 Education Surcharge $11.60 Permit Fee $1,740.00 Plan Review Fee(Engineer) $160.00 Plan Review Fee(Engineer) $0.00 Plan Review Fee(Engineer) $120.00 Scanning Fee $42.00 Technology Fee $46.40 Total: $2,757.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informati n is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-n contractor to do the work stated. June 29, 2016 Authorized Signature:Owner / Applicant —Ager --- -- Date Building Department Copy June 29,2016 1 Miami Shores Village C 1� �` / �✓� MAY b 2 201& Building Department J\ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ��: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20D�-A BUILDING Master Permit No. �� �� PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 3 City: Miami Shores County: Miami Dade Zip: S3 13K Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): f-ta n 1 a X11 J vii �a C C; O amy Phone#:3 6,rl/ 6 'yI(o C Address: Yl! /✓c I `J `!' 'r City: M( 4 im 1 State: FL Zip: I Tenant/Lessee Name: n /� / Phone#: Email: Gt-F'Q f^ i U V rr1 u lw.gt7l a / /• V m v. CONTRACTOR:Company Name: C G'�7121IC 7,-2 f (ems`^' �t�1��// Phone#: Address: �0 f- 1* 4 U r City: X'6(G4" State: C�12 /i��� Zip: Qualifier Name: 0 V)Q-'` Ae 7. 0 C`Z��1 t"7C!�,� Phone#: 3O State Certification or Registration M CGC l�2 ;? 7 2 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 5z"000 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: JJNWM TAW Submittal Fee$a - Permit Fee$ ' CP1 CCF$ L � Scanning Fee$ CC-') Radon Fee$ 0 G , c 0 DBPR$ Technology Fee$ � ` Training/Education Fee$ u (2)0 Double Fee$ Structural Reviews$�(�� -� ` Bond$ (56 0 Cb TOTAL FEE NOW DUE$ (Revised02/24/2014) 0 t� rA Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. U Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 2 7 day of G/1 � ,20 i� by day of ,20 , by who is personally known to �40 Lo is pe n to nwW me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: j I'd \\ IIHIIIII//j�� NIIIIII Sign: ' Sign: \\���\� Q0••. ��i :Q� S yak Print: - Print:. o •:��. . Seal: SeaL•=LLJ to �• .•r VMET GAWBELL ip F7 34.U141 V00 ai 4Z Sv ******* W` ******** ***■ ***** �lly1 ** x* ** **********r* * * ** nn�ua /fillllllll APPROVED BY Lv Plans Examiner �! G Zoning Structural Review Clerk (Revised02/24/2014) FORM R402-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Residential R-Value Computation Prescriptive Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the Residential R-Value computation prescriptive method shall include 19 This Checklist Cik Form R402-2014 which includes the parameters of Table 402.1.1 (two pages) ; N/A❑ Energy Performance Level(EPL)Display Card(one page) 1 EK Mandatory requirements(three pages) a ; Required prior to CO for the R-Value computation method. E]NIA A completed Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1 of the 2014 Florida Building Code, Energy Conservation with added checkboxes-one page) • f�GIrA�• A coq7p1gt,-d Envelope Leakage Test Report(usually one page) ::**see QN/A • A condete=I Duct Leakage Test Report(usually one page), unless all duct work • ••• • and air a�filer units are located entirely within the building thermal envelope. .0.00 . .. ...... ..... .... .... 9 . . .... .... •0.90. • • • 999000 • 0.0000 • •• 9009.9 9 •99 9 :00:::•• • 9 9 • 009900 •009 • • • 0090 EnergyGauge®-USRCSB v4.0 3/25/2016 10:33:55 AM Page 1 of 1 Florida Building Code, Energy Conservation Residential Building Thermal Envelope Approach FORM R402-2014 R-Value Computation Method Climate Zone 1 Scope:Compliance with Section R402.1.1 of the Florida Building Code,Energy Conservation,shall be demonstrated by the use of Form R402 for single and multiple-family residences of three stories or less in height,additions to existing residential buildings,renovations,and building systems in existing buildings,as applicable.To comply,a building must meet or exceed all of the energy efficiency requirements on Table R402A and all applicable mandatory requirements summarized in Table R402B of this form.If a building does not comply with this method,or by the UA Alternative method,it may still comply under Section R405 of the Florida Building Code,Energy Conservation. PROJECT NAME: Faccidomo Residence BUILDER:. AND ADDRESS: 30 NE 93rd Street PERMITTING OFFICE:Miami Shores Miami FL 33138 JURISDICTION NUMBER:232600 OWNER: PERMIT NUMBER:. General Instructions: 1.Fill in all the applicable spaces of the"To Be Installed"column on Table R402A with the information requested.All'To Be Installed"values must be equal to or more efficient than the required levels. 2.Complete page 1 based on the"To Be Installed"column information. 3.Read the requirements of Table R402B and check each box to indicate your intent to comply with all applicable items. 4.Read,sign and date the"Prepared By"certification statement at the bottom of page 1.The owner or owner's agent must also sign and date the form. Check 1. New construction,addition,or existing building 1. Addition 2. Single-family detached or multiple-family attached 2. Single-family 3. If multiple-family,number of units covered by this submission 3. 1 4. Is this a worst case?(yes/no) 4. No 5. Conditioned floor area(sq.ft.) 5. 257 6. Windows type and area: a)U-factor: 6a. 0.650 b). Solar Heat Gain Coefficient(SHGC): 6b. 0.25 c) Area: 6c. 56 7. Skylights,type and area: a)U-factor: 7a. Not Applicable b) Solar Heat Gain Coefficient(SHGC): 7b. 0 c) Skylight area: 7c. 8. Floor type,area or perimeter,and insulation jotal exposed area=257 sqft) a) Slab-on-grade(R-value) 8a. Not Applicable b) Wood,raised(R-value) 8b. 19 a) VVgod,common(R-value) 8c. Not Applicable • • til 1.qgptrete,raised(R-value) 8d. Not Applicable •••••• e) Concrete,cbrtmolj(R-value) 8e. Not Applicable • 9* Wall tj"Wja and irsulati(an:(Total exposed area=465 sqft) • a) Exterior: •1.0%jd frame(Insulation R-value) 9a1. Not Applicable .• • •••2. Masonry(Insulation R-value) 9a2. 5 •••••• bf•Adjacent: .?.•Wood frame(Insulation R-value) 9bl. Not Applicable .":" • '• 00 0 f*Masonry(Insulation R-value) 9b2. Not Applicable •••T(T. Ceilipa tbb.area aptlil lulation(Total exposed area=250 sqft) •• ; aj'A"c(InsulatibT"value) 10a. 30 • • b)Single assdt?IT9 VMsulation R-value) 10b. Not Applicable • ••t'h. Air IistgbtTtion systtlrt••• • e)0uCt insulavorl•• 11 a. Not Applicable •••••• oucl Applicable T Duct Leakage,Test report attached 11c. Not required 12. Cooling system: a)type: 12a. Central Unit b)efficiency 12b. Existing 13. Heating system: a)type: 13a. Central Unit b)efficiency 13b. Existing 14. HVAC sizing calculati�jtj)Med 14. Verify attachment 15. Water heating sl ) ®ses 15a. Electric Storaqe �+0. "" 15b. 0.95 �E � I hereby certify0 at tt3@ plans an i catiops coored by this Review of plans and specifications covered by this form indicate form are in coXpliarjce wi1�t41e � uildi' ode, compliance with the Florida Building Code,Energy Conservation Energy Cons�ivldi..n. V Before construction is complete,this building will be inspected for PREPARED;%y: dwin Cema* o A 03-25-16 compliance in accordance with Section 553.908,F.S. I hereby certiatf18t1his building is in com lian' t$the Florida Buildirra,tVIQ En &e on.� OWNER/AGEN$•O: e CODE OFFICIAL: Date io®�S• "O R 1 v - �,ee o�si°&/ON °°®®,once}?� 3/25/2016 10:36:31 AM EnergyGauge®/USRCSB v4.0-Section R405.4.1 Compliant Software Page 1 of 3 FORM X2402-2014 BUILDING COMPONENT PRESCRIPTIVE REQUIREMENTS' INSTALLED VALUES Climate Zone 1 Climate Zone 2 Fens.U-Factor(Ave)=0.000 PASS Windows U-Factor=0.652 U-Factor=0.402 U-Factor(Avg)=0.65 SHGC= 0.25 SHGC= 0.25 SHGC(Avg)=0.25 PASS Skylights U-Factor=0.75 U-Factor=0.65 Not Applicable SHGC= 0.30 SHGC= 0.30 Not Applicable Doors:Exterior door U-Factor= 0.653 U-Factor=0.403 U-Factors(Max)=0 PASS Floors: Over unconditioned spaces° R-13 R-13 R-Value(Min)=19 PASS Common R-11 R-11 Not Applicable Walls:Ext.and Adj. Frame R-13 R-13 Not Applicable Mass(Insulation on wall interior): R-4 R-6 R-Values=5 PASS Mass(Insulation on wall exterior): R-3 R-4 Not Applicable Common(multifamily): Fr.R-11,Mass:R-6 Fr.R-11,Mass:R-6 Not Applicable Ceilings:Exposed R-30 R-38 R-Value=30 PASS Common R-11 R-11 Not Applicable Air infiltration: Blower door test is required on the building Total leakage(ACH50)=2.851 PASS envelope to verify leakages 5 ACH50;test Test report attached? report provided to code official. []Yes ❑No Air distribution systems: Air handling unit Not allowed in attic Location:-1 PASS Sealed Sealed PASS Duct R-Value R-value z R-8(supply in unconditioned attics) R-Value(Supply in unc.attic)=-1 or 2!R-6(all other unconditioned duct locations). R-Value(Others in unc.space)_-1 Air Leakages: Duct test Air handler installed:Total leakages 4 cfm/100 s.f. Not Applicable Air handler Not installed:Total leakages 3 cfm/100 s.f. Test report required? No Ducts in conditioned space Test not required if all ducts and AHU are in Location:Conditioned conditioned space. Air conditioning systems: Minimum federal standard required by NAECA6 Central system s 65,000 Btu/h SEER=14.0 SEER(Min)=14 PASS • •• EER[from Table C403.2.3(3)] • .PTAC 0•:••0 • •• • •Other: • • • ••••••Heating systems: • • Minimum federal standard required by NAECAS 0• Heating Ptltnp s 65,000IMil/M•• HSPF=8.2 Not Applicable ••• •sGas Fujr&4 npn-weataftgQ• AFUE 78%(AFUE 80%after Nov.2015) Not Applicable .•• •'Oil FumdF.e,ribh-weath✓sft8" AFUE 83% Not Applicable 00 ••Other. 0000 •000 ;Water he%Md'system(storage type): Minimum federal standard required by NAECAS :60409 000 Electric:' :' 55 gallons:EF=0.943 55 gallons:EF=0.95 PASS 0•• •0 "0 0000•• • Gas fired: • 40 gallons:EF=0.62,50 gallons:EF=0.60 Not Applicable • Other rdescnbe): • • • 0004 000000 User entry requirements uirements of R-Value Calculation Method. NR=No requirement (1)Each component present in the As Proposed home must meet or exceed each of the applicable criteria in order to comply with this code using this method. (2)For impact rated fenestration complying with Section R301.2.1.2 of the Florida building Code,Residential or Section 1609.1.2 of the Florida Building Code, Building the minimum 1-1-factor shall be 0.75 in Climate Zone 1 and 0.65 in Climate Zone 2.An area-weighted average of U-factor and SHGC shall be accepted to meet the requirements,or up to 15 square feet of glazed fenestration area are exempted from the U-factor and SHGC requirement based on Section R402.3.1,R402.3.2 and R403.3.3. (3)One side-hinged opaque door assembly up to 24 square feet is exempted from this U-factor requirement. (4)R-values are for insulation material only as applied in accordance with manufacturers'installation instructions.For mass walls the"interior of wall" requirement must be met except if at least 50 percent of the insulation required for the"exterior of wall"is installed exterior of,or integral to,the wall. (5)Ducts&AHU installed"substantially leak free"per Section R403.2.2.Test required by an energy rater certified in accordance with Section 553.99,Florida Statues,or as authorized by Florida Statutes.The total leakage test is not required for ducts and air handlers located entirely within the thermal envelope. (6)Minimum efficiencies are those set by the National Appliance Energy Conservation Act of 1987 for typical residential equipment and are subject to NAECA rules and regulations.For other types of equipment,see Tables C403.2.3(1-11)of the Commercial Provisions of the Florida Building Code,Energy Conservation. (7)For electric storage volumes 5 55,min.EF=0.960—(0.0003*volume).For electric storage volumes>55,min.EF=2.057—(0.00113*volume). (8)For natural gas storage volumes 5 55,min.EF=0.675—(0.0015*volume).For natural gas storage volumes>55,min.EF=0.8012—(0.00078*volume). (9)For electric tankless,min.EF=0.93.For natural gas tankless,min.EF=0.82 3/25/2016 10:36:31 AM EnergyGauge®/USRCSB v4.0-Section R405.4.1 Compliant Software Page 2 of 3 FORM R402-2014 TABLE 402B MANDATORY REQUIREMENTS Component Section Summary of Requirement(s) Check Air leakage R402.4 To be caulked,gasketed,weatherstripped or otherwise sealed per Table R402.4.1 A. Recessed lighting IC-rated as having 5 2.0 cfm tested to ASTM E 283. Windows and doors:0.3 cfm/sq.ft.(swinging doors:0.5 cfm/sf)when tested to NFRC 400 or X AAMA/WDMA/DSA 101/I.S.2/A440. Fireplaces:Tight-fitting flue dampers&outdoor combustion air. Programmable thermostat R403.1.2 Where forced-air furnace is primary system,programmable thermostat is required. Air distribution system R403.2.2 Ducts shall be tested to Section 803 of the RESNET standards by an energy rater certified in R403.2.4 accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes. X Air handling units are not allowed in attics. Water heaters R403.4 Comply with efficiencies in Table C404.2.Hot water pipes insulated to z R-3 to kitchen outlets, other cases.Circulating systems to have an automatic or accessible manual OFF switch. X Heat trap required for vertical pipe risers. Cooling/heating equipment R403.6 Sizing calculation performed&attached. Special occasion cooling or heating capacity requires seperate system or variable capacity system. X Swimming pools&spas R403.9 Spas and heated pools must have vapor-retardent covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy.Off/timer switch required.Gas heaters minimum thermal efficiency is 82%. Heat pump pool heaters minimum COP is 4.0 Lighting equipment R404.1 At least 75%of permanently installed lighting fixtures shall be high-efficacy lamps. X • • sees • •• sees•• • • • z sees•• sees•• • • • • • • • sees•• sees•• •• • •• •• sees• • •• sees.. sees. sees sees • • sees sees .0000. e e • 0000•. • 0.0000 • es •000•• e see s e ee •00000 0000 • • • 3/25/2016 10:36:31 AM EnergyGauge®/USRCSB v4.0-Section R405.4.1 Compliant Software Page 3 of 3 • 2 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • Faccidomo Residence •�• i i •i• Location ,', ;'• ,•, ,•, Miami FIQAaa Building owner • • , , , , , V. Program user �.• •.• •.• :•. EC.:. ••' Company Comments •• • • • •• ••. •. • ••• • • • • ••0. • • • • • • • • • By EC Dataset name X:ITRACE 700 ProjectslEC ENG116-006 Faccidomo.trc Calculation time 09:59 PM on 03/24/2016 TRACE®700 version 6.3.1 Location Miami,Florida Latitude 25.0 deg Longitude 80.0 deg Time Zone 5 Elevation 7 ft �� 0 % . � Barometric pressure 29.9 in.Hg � ,..•• �r�. �`� Air density 0.0760 Ib/cu ft ���►�' �-'y,� d°��^ 'd°u �� Air specific heat 0.2444 Btu/Ib-°F Density-specific heat product 1.1151 Btu/h-cfm••F Latent heat factor 4,908.6 Btu-min/h-cu ft Enthalpy factor 4.5619 Ib-min/hr-cu ft m STATE" Summer design dry bulb 91.0 OF �,�;•• ,t •A" Summer design wet bulb 78.2 OF ^,' ci 9 N�® Winter design dry bulb 47.0 OF Summer clearness number 0.95 Winter clearness number 0.95 Summer ground reflectance 0.20 Winter ground reflectance 0.20 EDWIN CERNA Carbon Dioxide Level 400 ppm PE#69808 Design simulation period January-December 03-24-16 Cooling load methodology TETD-TA1 Heating load methodology UATD - + /11�-1�.�7100 c^mprene.Mb w g—lya • • • • • • • • • • System ChedksiM d : • By EC•• • . • • ••• AC-1 Single Zone COOLING COIL PEAK CLG SPACE PEAK- • • : : • : •HUTI&COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/16 Mo/Hr:Sum Ef•• ••• :.0 •• :•• •: M:•Heating Design Cooling Heating Outside Air: OADBMB/HR: 90/77/119 OADB:Peaks CU. 47 SADB 55.0 79.9 Re Plenum 77.9 68.2 Space Plenum Net Percent Space Percent Seace Peak Coil Peak Percent Return 77.9 68.2 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Totak•• : : ••• :0. :%pace lens Tot Sens of Total Ret/OA 77.9 68.2 Btu/h Btu/h Btu/h • d /h Btu/h Fn MtrTD 0.0 0.0Btu/h % •• . . •• Envelope Loads Bnvolope Loads • • • • Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 d• SRylitt Sollr • • 000 •• 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 6,391 6,391 12 0 0 Roof Cond 0 -2,521 9.76 Glass Solar 4,883 0 4,883 9 4,886 11 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 3,343 0 3,343 6 3,108 7 Glass/Door Cond -5,662 -5,662 21.91 Cooling Heating Wall Cond 7,359 2,024 9,383 17 8,368 19 Wall Cond -8,793 -11,419 44.18 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Diffuser 1,982 1,982 Floor 1,867 1,867 3 2,174 5 Floor -4,368 -4,368 16.90 Terminal 1,982 1,982 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0 Main Fan 1,982 1,982 Infiltration 4,801 4,801 9 1,130 3 Infiltration -2,030 -2,030 7.85 Sec Fan 0 0 Sub Total=_> 22,253 8,415 30,668 57 19,665 44 Sub Total=_> -20,854 -26,000 100.60 Nom Vent 0 0 AHU Vent 0 0 Internal Loads Internal Loads Infil 79 79 Lights 13,505 0 13,505 25 13,505 31 Lights 0 0 0.00 MinStoplRh 0 0 People 1,400 0 1,400 3 980 2 People 0 0 0.00 Return 2,061 2,061 Misc 8,533 0 8,533 16 8,533 19 Misc 0 0 0.00 Exhaust 79 79 Sub Total=_> 23,438 0 23,438 44 23,018 52 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 1,803 -1,803 0 0 1,522 3 Ceiling Load -1,103 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 0 0 0 0 Ventilation Load 0 0 0.00 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 AdJ Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 155 -0.60 ENGINEERING CKS Exhaust Heat -254 -254 0 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 0.0 0.0 Duct Heat Pkup 0 0 0 cfm/ft' 1.00 1.00 UnderFlr Sup Ht Pkup 0 0 Underfir Sup Ht Pkup 0 0.00 cfm/ton 441.67 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 felton 440.87 Stu/hr-ft' 27.22 -13.06 Grand Total==> 47,493 6,358 53,851 100.00 44,204 100.00 Grand Total==> -21,956 -25,845 100.00 No.People 4 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DBMIB/HR Gross Total Glass Capacity Coil Airflow Ent Lvg ton MBh MBh cfm °F °F grflb °F °F gr/Ib ft' (%) MBh cfm °F °F Main Clg 4.5 53.9 49.9 1,982 77.9 61.6 55.9 55.0 52.1 53.4 Floor 1,978 Main Htg -25.9 1,982 68.2 79.9 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 1,978 Total 4.5 53.9 Roof 1,978 0 0 Humidif 0.0 0 0.0 0.0 Walt 1,894 208 11 Opt Vent 0.0 0 0.0 0.0 Ext Door 166 0 0 Total -25.9 Project Name: Faccidomo Residence TRACE®700 v6.3.1 calculated at 09:59 PM on 03124/2016 Dataset Name: 16-006 Faccidomo.trc Alternative-1 System Checksums Report Page 1 of 1 1NINDLOADCALC.com BUILDING INFORMATION JOB INFORMATION Design Wind Speed Ultimate Client Faceidomo widen Ultimate Wind Velocity(mph) 175 Nominal Wind Velocity(mph) 135.6 Address 30 NE 93rd Street Exposure C Internal Pressure Company brace&bruce Inc. Height above ground z ft 0.0 Job Number Standard Wall Height- ft 9.0 Pr Victor J.Bruce-AR-0017103 Mean Roof He t ft 12.0 Building Width ft 52.0 TOPOGRAPHIC FACTOR Building Loo ft 73.5 Roof Slo x:12 3.0 Hill Shape Flat-No Hill Roof An e d 14.04 H ft 0.0 a Edge Strip k 4.80 L6 ft 0.0 End Zone(ft) 9.60 ft 0.0 Parapet AlonRoof Perimeter ftWind Load Program I Z, ft 0.0 WIND LOAD DESIGN INFORMATION Ultimate wind Load Pressures OPENING EFFECTIVE APPLYING WIND LOAD FOR: ZONE ELEVATION WIDTH LENGTH WIND AREA MAXIMUM MAXIMUM NOA Approval Number Max Pressure Per NOA Manufacturer Model Number (feet) (feet) (feet) (sqft) POSITIVE NEGATIVE PRESSURE(psf) PRESSURE(psf) WINDOWS 101 4 3 2.5 4.2 1 11 53.8 -59.2 102 5 3 2.5 4.2 11 53.8 -75.2 z 103 5 3 4.0 4.0 16 52.0 -71.7 104 4 3 4.0 4.0 16 52.0 -57.4 O W o. O d 3 . .. . . . . ... . .. .•. .. . . . .. . ••• .•. . . . . . . . . . . . . . .. . . . . . . •. • . . .. . • . • . . . 000 www.vAndloadcalc.com • • • • • • • • • • 4/28/2016 Pagel ••• • • • ••• • • .. .. . . . .. .. . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . .. . . . . . . . . . . . . . .•• ... . MIAMI-DA®E MIAMI-DADE COUNTY ." ; ; .'. ;'•Pjt"DtjC!CONTROL SECTION ' ' ' ' •• 118(15 S W 26 Stre •1 1$¢)31 et,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOU;er6S R}. • 52590 F{786}315-2599 BOARD AND CODE ADMINISTRATION DIVISION •• • • • • • •• NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 ,SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not he valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Eco-Guard 300"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-20,titled"Eco-Guard Series-300 Alum Fixed Wdw. (L.M.I.)",sheets 1 through 5 of 5,dated 03/23/09,with revision D dated 07/08/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal applicat=ion has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if t(iere has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically.terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Daae,.County, Florida, and followed by the expiration date may be displayed in advertising literature.'If any ortion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by-the 'manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0317.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted d6cumentation was reviewed by Manuel Perez,P.E. NOA No.15-0715.10 M1AM MADE COU Expiration Date: June I7,2019 Approval Date: September 03,2015 Pagel or *go :0 go* see 00: 0*0 go: 0 0. : : 0 .00 0.0 0.0 ,,So so: .0. so 00 . . ... . . • ••• . . . . . . . . . . . . . . ... . . . . . . . . . . .. . . . .. . . . . . . .. . . . . . . . . . . . . . ... ... . Eco Window Systems,,LLC. NOTICE OF ACCEPTANCE: O VhNN�t4 Kj •-T-:+`D • • • •• . • •• • • • • • ••• •• A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20,titled"Eco-Guard Series-300 Alum.Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5,dated 03/23/09,with revision D dated 07/08/15,prepared by Al-Farooq Corporation,signed and sealed by 3avad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 97 1W'wide x 96 1/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No. HETI-08-2192A,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NDA#09-0413.08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 97 1/4"wide x 96 1/8" high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2192B,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted tinderNOA#09-0413.08) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guard series 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193A,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Submitted tinder NOA#09-0413.08) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guards 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-219313,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Submitted under NOA#09-0413.08) 5. Test reports on: 1)Large Missile Impact Test per.FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per.FBC,TAS 203-94 along with installation diagram of a 47 5/8"wide x 96"high Eco-Guard series 300 aluminum triangular top fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No: HETI-08-2194,dated 01/15/09,signed and sealed b Candido F. Font,P.E. (Submitted under NOA#09-0413.08) Manuel Per E. Product Control EiLmiker NOA No.15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-1 . . . . . . . . . . . . . . ... . . . • • • • • • • •• • 00 • • •• • • • • • • •• • • • • • • • • • • Eco Window Systems, LLC. ... ••• • NOTICE OF ACCEPTANCE: .L+'ViII> NUESUMtM'I:TED • •• 00 • . . . • .. . . . . . ... .. B. TESTS(CONTINUED) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 along with installation diagram of a 50 5/8"wide x 63 1/4"high Eco-Guard series 300 aluminum fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No.HETI-08-2195A,dated 01/15/09,signed and sealed by Candido F. Font, P.E. (Submitter!under NOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition(2014),dated 07/08/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RE,R) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc,for their "Butaciteg PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray.America,Inc.for their "SentryGlas®(Clear and White)Glass InterIayers"dated 06/25/15,expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5'b Edition(2014),and of no financial interest,dated July 8,2015,issued by AI-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 14-0317.03, issued to Eco Window Systems,LLC for their Series"Eco-Guard 300"Aluminum Fixed Window—L.M.I., approved on 04/10/14 and expiring on 06/17/19. Manue PC"Z, Product Control nkmmAer NOA No.15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-2 1.608 2.888 -{ 4 U NS .082 I WINDOW WIDTH �TI I .500 FALSE 69 (SURFACE PP EDL D.L. OPG. O 13 875 A 1.000 2.611 0 FLUSH FRAME ADAPTER 0 k-2.750 0 p}�}.. II r i� FRAME HEAD/SILL/JAMB G II II C�4� u u -^{.750 4 II 11 OhD ---M.803813 Fr II VI Z N L .050 # J GLAZING BEAD O N II u d J 1.0701 II II II II � � g I tu- v .050 w B I I tr oo 3� ANCHOR COVER 3 p p M , 6' MAX. 12' MAX. 3 ,� HEAD/SILL HEAD/SILL CORNERS • ••• I (moo" ••••:• ECO-GUARD SERIES-300 TYPICAL ELEVATION •••••• •••••• • ALUMINUM FIXED WINDOW •••••• 06 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER •••••• • 6 .•...• • CHARTS SHOWN ON SHEETS 2. GLASS D.L.O. DIMS. e D.L.O. HEIGHT: WINDOW HEIGHT - 3.625'•••••• o - ••.•• APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE D.L.O. WIDTH WINDOW WIDTH - 3.625" e e •• e or •••••• COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER -■ WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING :Go**: e• MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. • • LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL • • •••••• 460 6 WILL APPLY TO ENTIRE SYSTEM. ••• c. o i 0 :Goo*:••••• •• • il THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE %ail c REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ` < m u o HURRICANE ZONE(HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. q ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. E-9- uAu AHMAO PRODUCTREM13D CIVIL EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FLA PE 70542 nsldingcomplingwlMihaFlottda a 'Zv CAN. liuIlding Code ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Acceptance No(5'0I$.IO e } NOT PART OF THIS APPROVAL Fix irallon Date A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Q9 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 1 0 2015 MIamL ada drawing q57) COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THEREQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 9 of DESIGN TOAD CAPACITY - PSP DESIGN TOAD CAPACITY-PSP 4 U 3/18'ANN. GLASS 3/16"HEAT STREN'D.GLASS WINDOW DIMS. GLASS TYPE'C' GLASS TYPE 'D' WINMIW DIMS. GLASS TYPE 'C' GLASS TYPE'D' N WIDTH(w) LENGTH(L) EXT.(+) 1NL(-) EXT.(+) 1M.(-) WIDTH(W)LENGTH(L) EXT.(+) 1NT.(-) EXL(+) 1NT.(-) z 090°tntarlayer 090'Interlayer Butacile PV13 SentryGlas 24" 75.0 80.0 80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 By 'Kurcray America,Inc.' By'Kuraray America, Inc.' 30' 75.0 80.0 80.0 90.0 37/ 75.0 80.0 80.0 90.0 3/18'ANN. GLASS 3/18'HEAT STREN'D. GLASS 36" 75.0 80.0 80.0 90.0 53-1/8- 26" 75.0 30.0 80.0 90.0 42" 75.0 80.0 80.0 90.0 74' 75.0 80.0 80.0 90.0 QQQO. e� m SILICONE SILICONE 0. 75.0 80.0 80.0 0.0 26-1/2" 75.0 80.0 80.0 90.0 00. to DOW CORNING 899 DOW CORNING 899 +11 GE SCS 2000 GE SCS 2000 54" 75.0 80.0 80.0 90.0 37' 38_3/8' 75'0 80.0 80.0 90.0 �p 75.0 80.0 m Z 86' 75.0 80.0 80 0 0.0 74`8" 75.0 80.0 80.0 90.0 eni II I II II ia 4 I �I 72" 75.0 80.0 80.0 solo 26-1/2' 75.0 80.0 80.0 9D.0 \ I• 1• g \ I I• g g i :I 24" 75.0 80.0 80.0 90.0 37" 75.0 80.0 80.0 90.0 Q p Al 1/4 POINTS !i !i AT 1/4 POINTS 50-5/8" O 8 ON UTES WIDER it II 8 ON LITFS WIDER 30' 75.0 80.0 80.0 90.0 53-t/8' 71.3 76.0 80.0 90.0 0 p THAN 36"ONLY THAN 36"ONLY 36" 75.0 80.0 80.0 90.0 74" 71.3 73.1 80.0 90.0 42" 48" 75.0 80.0 80.0 0.0 26-1/2" 75.0 80.0 80.0 90.0 W 48" 75.0 80.0 80.0 90.0 37 83' 75.0 80.0 80.0 90.0 #8 X 1-1/4"SMS #8 X 1-1/4'SMS 54' 75.0 60.0 80.0 90.0 53-1/8" 67.9 72.5 80.0 90.0 O AT 3-1/2"FROM ENDS AT 3-1/2"FROM ENDS 60' 75.0 80.0 80.0 0.0 26-1/2' 75.0 80.0 80.0 90.0 AND 10"O.C. MAX. AND 10"O.C. MAX. 66' 75.0 80.0 80.0 90.0 37 76" 75.0 80.0 solo 90.0 V a _GLASS TYPE 'C' GLASS TYPE 'D' 72" 76.0 76s $olo 90.0 53-t/s' s7s 69.9 solo 90.0 GLAZING OPTIONS 24" 75.0 80.0 solo 90.0 30" 75.0 80.0 60.0 0.0 36" 75.0 80.0 80.0 90.0 W 42' 60. 75.0 80.0 80.0 90.0 �!? 48' 75.0 80.0 80.0 90.0 r I-V co 54" 86.8 71.3 80.0 90.0 (/T 60" 60.2 64.2 80.0 0.0 L 1 to M 86' 60.2 64.2 80.0 90.0 M WIDTH WINDOW WIDTH WINDOW W. 72' 60.2 84.2 80.0 90.0 24° 75.0 80.0 80.0 90.0 � "'S�• 'u^ 30' 75.0 80.0 80.0 90.0 3 �%2 • • • 3 v ••••:• I I I 36• 75.0 80.0 60.0 90.0\11' 42" 72" 75.0 80.0 60.0 90.048" 75.0 76.6 80.0 90.0 3 '� 54" 86.3 71.3 80.0 90.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED •••••• 60' 60.2 64.2 80.0 90.0 VERTICALLY OR HORIZONTALLY AS SHOWNAB(W&•• • • 24' 75.0 30.0 80.0 90.0 0000 • o 0000• WINDOW WIDTH WINDOW WIDTH WINDOW 30' 75.0 80.0 80.0 90.0 000000 a • • I I o �� 0.00• -I38' �, 75.0 80.0 80.0 90.0 ck r� n� •••••• •• •• r----1 ck 42" 70.0 70.0 80.0 90.0SW • I 48' 85.6 65.6 80.0 90.0 :••:•: m T•.g 4 $� •• z � 54' 64.3 64.3 30.0 90.0semi • • 8 F •••••• I I I 24' 75.0 80.0 80.0 90.0 • • • • 3 § WI 1 30" TS.O 80.0 80.0 90.0 •000 a • "'" �•••0� L J N'S 36" 96" 75.0 76.2 80.0 90.0 NOTE: - c r az' e4.6 64.6 solo solo GLASS CAPACITIES ON THIS SHEET ARE 0< a o wN WINDOW WINDOW WIDTH r I I 48" 59.9 59.9 80.0 90.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS). jl 24' 75.0 80.0 80.0 90.0 m q 30 108° 75.0 80.0 80.0 0.0 Engr.JAVAD AHMAD pRODUCTRBVISFD I I i 38' 74.5 74.5 80.0 90.0 Flt PE L 0392 as complying with uta Flodb 1 CAN. Building Cade d 42' 81.5 81.5 80.0 Sao 3 t 3 J 24' 76.0 80.0 80.0 90.0 F cr alion D�t5'O 15. t� 30' 120' 75.0 80.0 80.0 90.0 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 38" 7a.5 74.5 80.0 90.0 wY,.mi adc ct drawing no. SHOWN IN DOTTED LINES AND OBTAINING ALVERIFTE BY INSCRIBING PICTURE WINDOW LOWABLE LOADSE WITHIN ROMARE OTHOSETSHAPES.GLE S JU 1 2015 �gg_2p sheet 2 of 5 C, TYPICAL ANCHORS WOOD BUCK SEE ELEV. FOR SPACING METAL TYPICAL ANCHORS 2 DOD BUCK {� STRUCTURE SEE ELE\, FOR SPACING W �! p q° °4 o q n'• ^4 .v I z MULLION &E COUNTY MULLION ANCHORS WOOD RE I 4. a. SEE SEPARATE NOA Z------------- 3� U LULLrl ,N 3 C � If 04 !i i� TYPICAL ANCHORS TYPICAL ANCHORS tnp SEE ELEV. FOR SPACING d SEE ELEV. FOR SPACING q; tyZM o� !! !I Jn P ! WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL ANCHORS: SEE ELEV. FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA ULTRACoN BY 'ELCO' (Fu-177 KSI, Fy-t55 KSI) U ii AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3 J 1-1/2" MIN. PENETRATION INTO WOOD $ !' THRU 1 BY BUCKS INTOCONC. OR MASONRY 8M W�J 1-1/4" MIN. EMBED INTO CONC. OR MASONRY H' !E DIRECTLY i DIRECTLY INTO CONC. OR MASONRY u 0 I i! 1-1/4" MIN. EMBED INTO CONC. OR MASONRY r T a' I 3 AD M in a J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ,�_ 00" N Q 0 X INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") � Z�� I W if ii INTO METAL STRUCTURES ! !' STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) • • st •••••• ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) • • • t R� • !I 'i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR FFAINTED? • • •• TYPICAL EDGE DISTANCE • INTO CONCRETE AND MASONRY = 2-1/2" MIN. •••••• INTO WOOD STRUCTURE = 1" MIN. •••••• • • !! !! INTO METAL STRUCTURE = 3/4" MIN. ease $ ••••• l i! g ••• i H •••••• i I WOOD AT HEAD, SILL OR JAMBS SG = 0.56 MIN. so:**: • ° o CONCRETE AT HEAD, SILL OR JAMBS Ve = 3000 PSI MIN. •• •• c 4 0 •••••• if C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 1500 PSI MIN. 0 0 0 333yiii R • a a660964 II li •• 2 i ! SEALANT: : ••• d "=" :.••.: 3 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH •• • �,'S :0000: • z ? JOINT SEALER. < m o o I .ngr C AHMAD PRODUCT REVISED cy1 g qa` " M. 7049238 NIL ns complying with Ow Florida CA 5Building CWo <s I Acceptoace No!S•OTl5•I m . 9 - .. .. Expiration Date ' :d .d< I 7YPICAI,ANCHORS M TYPICAL ANCHORS iami ad09roduN' drawing no. ° >0 SEE ELFOR SPACING ,B1' SEE ELEVELM ^ WOOD BUCK FOR SPACING 015 W09-20 sheet 3 of 5 TEM PART REQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 FY301 2 FRAME HEAD/SILL/JAMS 6063-T6 - Lm-�Rju w 2 FY302 AS REDD. GLAZING BEAD- 7/16"CLASS 6063-T6 - t 3 FY303 AS REOD. ANCHOR COVER 6063-75 - 1/8"THIO• Z 4 E203 AS READ. GLAZING BEAD BULB NEOPRENE ULTRAFAB 6 ALUM STRAP It 5 FLB-50 1 GLASS SPACER- 1/8'HIGH SILICONE FRANK LOWE6 010 x 1" 8 FRAME ASSEMBLY SCREWS CRS PH SMS7 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL a v 8 - 2/LITE SETTING BLOCK EPDM DUROMETER 8.515 SHORE A �' Q v G i g0.0Q< o WELDED JOINTS -i J � 3 MIAMI-DADE COUNTY N APPROVED MULLION RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERS SEE SEPARATE NCA TYPICAL ANCHORS Y2 SEE ELEV. FOR SPACING CORNER DETAILLI LS a Of �n I 3� �mM r on to - -' • • 0}J � 0000•• • TYPICAL ANCHORS •••••• •••••• • SEE ELEV. FOR SPACING •••••• • • ••0000 WINDOW W10TH WINDOW WIDTH 1/4'MAX. 000000••••• • • • uu 1/4'MAX. SHIM 0000 �a 0•.••• 1/4' MAX. O SHIMS TYPICAL ANCHORS •••0•• • 00000 SHIM C' SEE ELEV. TYPICAL ANCHORS • • • C o FOR SPACING SEE ELEV. •• •• • _ B •0 0 0•0 FOR SPACING V • •00•••• A • 3 • • gg � • METAL 0••0•� 0 STRUCTURE g= ? • 0 • 'a o ._._._._._._._._._.-._,_.-----.---- _. _._._._._._._._._._._._._._. ° .._.._.._.._.._.._._.._._.._.._.._.._.._._ v WOOD 8 K R '� Engr;JAVMLAHMAD PRODUCT REVISED 'e WOOD SIR as complying with ow F(mM¢ 1v ° �' 6 70592 Building Code o C'A' '3538 1 BY Acceptance No O l rj to 2 WOOD BUCKSHx imtion Date' )Cj o ' 1 EXTERIOR u By �ad 0 D.L OPG. Mi iBrowing no. WINDOW WIDTH 2015 W09-20 sheet 4of 5 METAL V STRUCTURE N e TYPICAL ANCHORS SETYPIE ECALANCOR�SPACING MIAMI—DADE COUNTY APPROVED t o SEE ELEV.FOR SPACING MULLION & MULLION ANCHORS SEE SEPARATE NOA Z 3 e. t IL Hin0 ��yy o0 ALT. &Q Q TYPICAL ANCHORS SEE ELEV. FOR SPACINGLL y Q �f O � U �� J J v g� 2 v F' Lou aI I" to Z1/4' MAX. © �Eli SHIMS ALT.7 ...... ..... 4. . $ TYPICAL ANCHORSID • SEE ELEV. FOR SPACING n , 'a •• •• • H v�@LL� •..•:• .a •..•.• m $ e • oo ALT. m < m o I a izi, INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Fnga JACMLAH� PRODUCT REVISED .a o FTA.�P fl 70592 w complying with Ilm t7orida '....�° Building Code "d p ° o Fix Hation Da to l , TYPICAL ANCHORS Ju 241 MiAtat adepro&ld drawing no. SEE ELEV. FOR SPACING 4 W09,-20 ! sheet$of 5 P f CALCULATIONS COVER SHEET Proiect Name & Address: Faccidomo Residence k ,. 30 NE 93rd Street Miami Shores, Florida 33138 Project Type: Residential Building Code: Florida Building Code (FBC) 2014 Pages: Cover & 15 pages Date: June 10, 2016 ••• •• .• : ; •• bruce&bruce,In.c AA26001388 ' 6:0 Victor I Bruce P.A. \ • AR-0017103 • P.O.Box 530019 0� •.. . Miami Shores,Florida 33153 ;•; ; ; ; telephone 305-310-5030 •• • • . . . email vb®b2-ai.com Nind Version 2 . 1 . 0 . 6 yjra� SCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2016 www.n!aca?ne rf;ra a .c.'vn Date : 6/6/2016 Project No. Company Name : Designed By Address Description City Customer Name : State Proj Location : File Location: C:\WORK\MY PROJECTS\2016\FACCIDOME RESIDENCE (COMMENTS FOR VICTOR)\CALCV4IND.wnd Directional Procedure SiMplified Diaphragxnia Buiieii g (Ch 27 pa2:t 2) All pressures shown are based upon ASD Design, with a Load Factor of . 6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 1.00 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 3 ; 12 Slope of Roof(Theta) = 14.00 Deg Ht: Mean Roof Ht = 15.00 ft Type of Roof = Hipped RHt: Ridge Ht = 23.00 ft Eht: Eave Height = 23.00 ft OH: Roof Overhang at Eave= 2.00 ft Roof Area = 158.00 ft^ 2 Bldg Length Along Ridge = 52.33 ft Bldg Width Across Ridge= 73.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1* (Zm/33) ^Epsilon = 427.06 ft Q: (1/(1+0.63* ( (B+Ht)/Lzm)^0.63) )^0.5 = 0.90 Gust2: 0.925* ( (1+1.7*lzm*3.4*Q) /(1+1.7*3.4*lzm) ) - 0.87 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0.33*z = 4.95 Kzt (0.33*z) : Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z) ]^0.5 = 175.00 mph Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not include effect of internal pressure MNt.S-Walsl•P�c '�as;®� for Wind Normal to 73 ft wall L/B •• .; �.. • :.: ' = 0.72 ph:eNet••4reaZuV* * 4t:toV* of wall (windward + leeward) 38.70 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf 4 '$-tde ^11-pressure.acting uniformly outward = .54 * ph = 20.90 psf Zeel4aird w;ll p��s$ute acting uniformly outward = .38 * ph= 14.71 psf pW: Vindwerd wall p*4elsgre acting uniformly outward = ph-pl = 23.99 psf pw0: Windward wall Vressure acting uniformly outward = p0-pl = 23.99 psf MWFRS-Wall Pressures for Wind Normal to 52.33 ft wall L/B = 1.39 ph: Net Pressure at top of wall (windward + leeward) = 36.72 psf p0: Net Pressure at bottom of wall (windward + leeward) = 36.72 psf ps: Side wall pressure acting uniformly outward = .58 * ph = 21.28 psf pl: Leeward wall pressure acting uniformly outward = .34 * ph= 12.36 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.36 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 24.36 psf See Fig 27.6-2 for Parapet wind Roof Pressures pressures See Fable 27.6-2 TZZI (Near+roof ht. Ph 1 Wind Wall Pf@SBurL's See Table 27.6.1 h Placa P, 0 Elevation Net Wind Pressures on Roof (Table 27.6-2) : Exposure Adjustment Factor = 1.000 Zone Load Casel Load Case2 psf psf 1 -35.37 5.12 2 -24.35 -7.17 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of '0' indicates that the zone/load case is not applicable. .-� trial • • 1�� � � � • ! �_) .� v.9t a { 4 r� Si 3� • ••• • q h • • • • ••• 0 Hipped Roof Roof Overhang Loads (Figure 27.6-3) : Load Case 1• Povhl: Overhang pressure for zone 1 = -26.53 psf Povh3: Overhang pressure for zone 3 = -27.03 psf Load Case 2• Povhl: Overhang pressure for zone 1 = 3.84 psf Povh3: Overhang pressure for zone 3 = .00 psf MCAWind Version 2 . 1 . 0 . 6 ASC 7®10 Developed by PEECA Enterprises, Inc. Copyright 2016 Date : 6/6/2016 Project No. Company Name : Designed By Address Description City Customer Name State Proj Location File Location: C:\WORK\MY PROJECTS\2016\FACCIDOME RESIDENCE (CO MENTS FOR VICTOR)\CALC\WIND.wnd tn®t ;♦ �♦ shm4 yg ,gyp•, I 1 I 1 1 , 1 � x, 4 1 , O a aIrtY , WAS �;�f � Hip Roof 7 e- ® <=27 cs LTi nd PrSSSUra On CO&-,-T nen tS and Cladding (Ch 30 Part i) All pressures shown are based upon ASD Design, with a Load Factor of . 6 Width of Pressure Coefficient Zone "a°° = 5.233 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------- WINDOW 4.00 3.00 12.0 4 0.99 -1.09 46.56 -50.55 WINDOW 4.00 3.00 12.0 5 0.99 -1.37 46.56 -61.98 DOOR 6.67 2.83 18.9 4 0.95 -1.05 45.17 -49.17 DOOR 6.67 2.83 18.9 5 0.95 -1.30 45.17 -59.20 WALL 2.00 10.50 36.8 4 0.90 -1.00 43.13 -47.13 WALL 2.00 10.50 36.8 5 0.90 -1.20 43.13 -55.12 WOOD HEADER 14.00 6.00 84.0 2 0.32 -1.24 19.77 -56.62 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc: .00256*V^2*Khcc*Kht*Kd 39.93 psf f � psr- 14 b z, z�s� --ham (511 • �Ite, go: . . U .:. •• •• .•. ; :0• • r O'L, -ell ti-1117 Zv TO T �/T _7 C7 C7 41 00 _ w v® l . o 7 7, o c_-2� , z - ' 01z.. t012- 00 00 ... .r •.• : : ..• . . . . . • a:. :• •: ••• .:. 0• •: Ka/ n Wo Ocl Z 3 Vumi• �; �. • - .. ®rte .w 0:6 .•• •• . 0 . •ww ;. .: Title Block Line 1 Project Title: You int change this area Engineer. Proiecft ID: using the'Settings'menu item Project Desar: and then using the'Printing& Title Block'selection. Title Block Line 6 Prirded:6 JUN 2016,3:55M. Wood Beam _ File c-WK1RKOYl`PQJ- eC6- ENERCALGC INC.198&2816,Bvlld.V6111,Ve6.16,5.11 MIX e.e e Description: -None- CODE REFERENCES Calculations per NDS 2012,IBC 2012,CBC 2013,ASCE 7-10 Load Combination Set: IBC 2015 Material Properties Analysis Method: Load Resistance Factor D Fb-Tension 1050 psi F:Afodulus of Ejasd* Load Combination i BC 2015 Fb-Compr 1050 psi Ebend-xx 1600 ksl Fc-PHI 1450 psi Erninbend-xx 580 ksi Wood Species :Southern Pine Fc-Perp 565 psi Wood Grade :No.1: 2"-4" Thick: 10"Wide Fv 175 psi Beam Bracing : Completely Unbraced Ft 700 psi Deny 34.32prf 0.' 0.43 W7-0. --- __ j I I j j I 2-2XIO j 1 ----- --- Span=8.40 ft .�--- -- - --- - Applied Loads! Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to Inds Uniform Load: D=0.360, L=0.430, W=-0.70, Tributary Width=1.0 It,(ROOF) DESIGN SUMMARY !Maximum Bending Stress Ratio = 0.897. 1 Maximum Shear Stress Ratio - = 0.490 : 1 I Section used for this span 2-2x10 Section used for this span 2-2x10 fig:Actual = 1,619.88 psi fv:Actual = 148.11 psi j j FB:Allowrable = 1,805.79 psi Fv:Allowable = 302.40 psi Load Combination +1.20D+0.5OLr+1.60L+1.60H Load Combination +1.20D+0.5OLr+1.60L+1.60H Location of maximum on span = 3.200ft Location of maximum on span = 5.629 ft I Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 j Maximum Deflection i Max Downward Transient Deflection 0.052 in Ratio= 1489 r_360 j Max Upward Transient Deflection -0.084 in Ratio= 914>=360 j Max Downward Total Deflection 0.096 in Ratio= 803>=240. j Max Upward Total Deflection -0.024 in Ratio= 3201>=240. Maximum Fomes&Stresses for Load Combinations Load Combination Max Stress Ratios MomentValues Shear Values Segment Length Span# M V •• a,••C iN• Cei *Pre Sr of C t CL Mu fb Fb Vu tv Fv +1.40D+1.60H 0 •1. •1. •1. • 1.00 TOO 1.00 0.00 0.00 0.00 0.00 Length=6.40 It 1 0.544 0.297••0.68;1 UO: ;1.dD :tgo *VO 1.00 1.00 2.63 737.11 1354.34 125 67.40 226.80 +1.20D40.50Lr+1.60L+1.601 •• •••1.0111' 1'.M '1.110 •'1.00 1.00 1.00 0.00 0.00 0.00 0.00 Lergth=6.40 it 1 0.897 0.490 0.80 1.000 1.00 1.00 1.00 1.00 1.00 5.78 1,619.88 1805.79 2.74 148.11 302.40 +1.20D+1.6OL40.50S+1.011 • ••• L 01.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.40 It 1 0.897 9.490 4.80 1.4% t1.Ge• iA- 1.00 1.00 5.78 1,619.E 1805.79 2.74 148.11 302.40 +1.20D+1.60LP*0.50L+1.6DH 00: i .1V4 too •1.%: We 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.40 ft 1 0.521 QA X1$0 1-V ZOO 1.K• 1'0.0' 1.00 1.00 3.35 940.58 1805.79 1.59 86.00 302.40 +1.20D*1.6W-tO.50W*1.6OH 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.40 ft 1 0.072 0.039 0.80 1.000 1.00 1.00 1.00 1.00 1.00 0.46 129.16 1805.79 0.22 11.81 302.40 +1.20D+1.60Lr-0.50W+1.60H 000 • 10p, *1.06 1,O 100 1.00 1.00 0.00 0.00 0.00 0.00 Lee: Lee: ••• • 0 0 000 0 • Tine Block Line 1 Project Title: `® You ran clarlge this area Engineer. Project ID: using 8te'Settings'menu item Project Desk and fm using the'Printing& Title Block'selection. Title Block LJne 6 Printed:6 JUN 2016,155PM Wood Beam File=cAWORKIMYPROJ-1%2o ffAWa-11MQ Wc.%6 EWERC&C,NQ 1983-2MG,BIwm5.11,v6ror 5.11 #:',KW.0601 fof9 '• Description: -None- Load Combination Max Stress Rdw Moment Valum Shear Values Segment Length Span# M V C FN C I C r C m C t CL Mu tb Fb Vu fv Fv Length=6.40 It 1 0.628 0.343 0.80 1.000 1.00 1.00 1.00 1.00 1.00 4.04 1,134.46 1805.79 1.92 103.72 302.40 +1.20D40.50L+1.60S+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.40 ft 1 0.521 0.284 0.80 1.000 1.00 1.00 1.00 1.00 1.00 3.35 940.58 1805.79 1.59 86.00 302.40 +120D+1.60S+0.50W+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.40 ft 1 0.072 0.039 0.80 1.000 1.00 1.00 1.00 1.00 1.00 0.46 129.16 1805.79 0.22 11.81 302.40 +120D+1.60S-0.50W+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.40 ft 1 0.628 0.343 0.80 1.000 1.00 1.00 1.00 1.00 1.00 4.04 1,134.46 1805.79 1.92 103.72 302.40 +1.20D+0.50Lr40.50L4W+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.40 ft 1 0.029 0.016 1.00 1.000 1.00 1.00 1.00 1.00 1.00 0.23 64.72 2257.23 0.11 5.92 378.00 +1.20D40.50Lr40.50L W+1.60H 1.) 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.40 ft 1 0.862 0.471 1.00 1.000 1.00 1.00 1.00 1.00 1.00 6.94 1,945.88 225723 3.29 177.91 378.00 +1.20D40.50L40.50S4W+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.40 ft 1 0.029 0.016 1.00 1.000 1.00 1.00 1.00 1.00 1.00 023 64.72 225723 0.11 5.92 378.00 +120D40.50L40.50S-W+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.40 ft 1 0.862 0.471 1.00 1.000 1.00 1.00 1.00 1.00 1.00 6.94 1,945.88 2257.23 3.29 177.91 378.00 +1.20D+0.50L+0.70S+E+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.40 It 1 0.417 0.228 1.00 1.000 1.00 1.00 1.00 1.00 1.00 3.35 940.58 2257.23 1.59 86.00 378.00 40.90D+W+0.90H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.40 ft 1 0235 0.129 1.00 1.000 1.00 1.00 1.00 1.00 1.00 1.89 531.44 2257.23 0.90 48.59 378.00 40.MW40.90H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.40 ft 1 0.655 0.358 1.00 1.000 1.00 1.00 1.00 1.00 1.00 5.27 1,479.16 2257.23 2.50 13524 378.00 40.90D4E40.90H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.40 ft 1 0210 0.115 1.00 1.000 1.00 1.00 1.00 1.00 1.00 1.69 473.86 225723 0.80 43.33 378.00 Overall Maximum Deflections Load Combinafon Span Max."Dell Location in Span Load Combination Max.'-e Dell Location in Span +D+L4H 1 0.0955 3.223 0.0000 0.000 Vertical Reactions Supportnotation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXhurn 2.649 2S49 Overall MlNimum -0.171 -0.171 +D+H 1.173 1.173 4D+L+H 2.549 2.549 +D+Lr+H 1.173 1.173 +D+S+H 1.173 1.173 4040.750U+0.750L+H 2205 2205 4D40.750L+0.750S+H 2205 2205 +D+0.60W4H -0.171 -0.171 +D+0.70E+H 1.173 1.173 4D+0.750Lr+0.750L+0.450W+H 1.197 1.197 4D+0.750L40.750S+0.450W4H 1.197 1.197 +D40.750L40.750S+0.52b0E+H 2.205 2.205 +0.60D+0.64W40.60H -0.640 -0.640 40.60D40.70E40.601-1 0.704 0.704 D Only 1.173 1.173 Lr Only L Only 1.376 1.376 S Only WOnly ••• ••i r2140. -1210 ••• E Only • • •• • • • • • H Only • • . • • • • • • •• ••• •• • • • •• •• • • • • • • •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SUaps&�Pes • HRS/ST/PS/HST/HTP/LSTA/LSTI/MST/MSTA/MSTC/MSTI Strap Tiess A off? P = CODES:See page 12 for Code Reference Key Chart These Products are amiable with addMonal corrosion protection.Additional products an 2' Uds Pape may also be avat7ab/e wilt this option,check with Simpson Strang-Tre for deals. End Dist These products are approved for installation with the Strong-Drive® 6ri Beam and Strap SD Connector screw.See page 27 for more information. a All wable Allowable model 0101911811188 Fasteners Tension Loads Tension loads code ° No. Ga (Tetan (OF/SP) (SPF/HF) Ref. ° W L (150) (160) ° e LSTA9 11/4 9 8-10d 740 635 a LSTA12 1'A 12 10-10d 925 795 'LSTA15 1'/ 15 12-10d 1110 950 'LSTA18 1'/a 18 14-10d 1235 1110 1-STA21 20 1'/< 21 16-10d 1235 1235 Typical LSTA Installation LSTA24 lY4 24 18-10d 1235 1235 rST2115 2'/19 W- 1216d 1265 1120 (Hanger not shown) Bend strap one time only, 2 2%,12%, 16-16d 1530 1505 rnzx 121`12;nist pitch, 3a 16% 10-16d 660 660 ST2215 2'Aw 16Ae 2016d 1875 1875 LSTA30 1% 30 2210d 1640 1640 14,L3,L5.F2 LSTA36 1'% 36 2410d 1640 1640 - LSTI49 3% 49 32 10dxl% 2975 2555 LST173 33/4 73 4810dx1'h 4205 3830 MSTA9 18 1'/e 9 810d 750 645 Model Dim Bolts Code Thickness 'MSTA12 1'/4 12 10-10d 940 810 No. Gauge W L —Qty-FO—[a net. 'MSTA15 1'/a 15 12-10d 1130 970 PS218 2 18 4 % MSTA18 1'/a 18 1410d 1315 1130 PS418 7 ga 4 18 4 Y4 180 Ig MSTA21 f'/4 21 16-10d 1505 1290 PS720 6'/4 20 8 'h JP'MSTA24 1'/ 24 18-10d 1640 1455 1.PS strap design loads must be determined MSTA30 1'/4 30 22-10d 2050 1820 by the Designer for each installation.Bolts M8TA36 1'/a 36 2610d 2050 2050 are installed both perpendicular and parallel- MSTA49 1'/ 49 26-10d 2020 2020 F2,1-3,L5 to-grain.Hole diameter in the part may be oversized to accommodate the HDG. ST6215 2'/% 16% 20-16d 2095 1900 14,11-14,1-3,1 15,F2 Designer must determine R the oversize ST6224 21/19 23% 2816d 2540 2540 14,1-3,i 5%F2 creates an unacceptable installation. c.For allo�.vF.t?=.tension loads.see r, 'ST9 1'/a 9 816d 885 760 ST12 16 t Y4 11% 10-16d 1105 950 ST18 1% 173/ 14-16d 1420 1330 Ps21e.ndPS418 PS720 'ST22 1'/< 21% 1816d 1420 1420 14,1-3,L F2 �j•— -- � -+� 'MSTC28 3 28'/4 36-16d sinkers 3455 2980 RO W 0 O 0 O tNSTC40 3 40Y 52=16d sinkers 4745 4305 } MSTC52 3 521/4 62-16d sinkers 4745 4745 O p a HTP37Z 3 7 20-lOdxt/z 1850 1600 L5 a o fUSTC66 3 65'/ 76-16d sinkers 5880 5860 PS PS2leandPS41a z�° 1v. MSTC78 14 3 773/4 76-16d sinkers 5860 5860 14,L3,,_5,F2 PS720 3V4' 1'h' 0 'ST6236 2% 33%. 40-16d 3845 3845 °C HRS6 1% 6 6-10d 605 525 m o 'HRS8 1'!e 8 10-10d 1010 880 L5,F26 HRS12 11% 12 14-10d 1415 1230 MST126 2% 26 26-10dx1'h 2745 2325 MST136 12 2'A. 36 36-10dxl!h 3800 3220 © MST1 88 2'/+e 48 48-10 -M? •• :062 •• 14,1-3,113 F2 00 MST160 2'%a 60 60-10 ' • OB • • 8S MST172 2h6 72 7210d %! • fi0 e.t • 0080 • 00 PI HRS416Z 3'/4 16 16-SDS'/4'x1'%' 2835 2305 170 0� 1.Loads include a 6001.load duration increase on the fasteners for wind or earthquake loading. 2 10dx1'N nails may be substituted whert 16d%ititrs or 100are speared at 10P%,of the table loads except where straps are installed ove=shothinC • • • • • • • 3.10d commons may be substituted whemil6d siakersorecpelied at 1M otli&loads: Typical PS720 Installation 4.16d sinkers{0.148'dia.x 3'/4°long)of lot co"ns mag V%ubsT ted where 6d dtimli rons are specified at 0.84 of the table loads. 5.Use half of the nails in each member being connected to achieve the listed loads. 6.Tension loads apply for uplift when installed vertically. 7 OAT. dlong, r ` gdh 0da x 3°Ion9. 1 /a0.148'd ax1',[mg. e 221*foo$ duprmabo • • • • • • • %9.: 187 • •• •• • • • 000 0 0 0 ••• 0 0 tzJ zx�� 2 � � �- 117 (P v -Zz*zo 17 /00� � 1l GG 71 • •• • • • • ••• • S6 y0 / io It�� . .. //. . .. . . . 2,0 vc • f S �` "`l �s z5 .. ... . . . . . .. . . . . • . . . . . . . . . . .. . . .. .. . .. . . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z— Z, s 70 44 .. ... . . . . . .. . .. . . . . ... . -.0 to: . . . .. . ..• . ..• . . . . . . . so, . . . . . . . . . . . . . .. . . .. . . . .. . . . .. ... . . . . ... . . . . ... . . .. .. . . . .. .. ... . . . ... 0 . sorrdJn�7l/aeyefs - i - LUS/HUS/HHUS/HGUSDoub/e Sheir Joist Hangers This pmdad is preferable to similar canneders boom of 1'16'for q's es 4xs o easter kslaUetien,b)higher Inds,e)lower h►stelled cost ° or a cWhidaHaa of fflase teatow. See Hanger tables on pages 77-82.See Hanger Options an pages 233-243 for hanger modifications,which may ° ° ' m • result in reduced loads. •° ° , All hangers in this series have double shear nailing.This innovationC O H ° • m distributes the load through two points on each joist nail for greater strength.It also allows the use of fewer nails,faster installation,and g ° • the use of standard nails for all connections.(Do not bend or ° 0 ; ° ° remove tabs.) '• MATERIAL:See tables,pages 77-82. �r � m FINISH:Galvanized.Some products available in stainless steel orHUS210 a� ZMAX®coating:see Corrosion Information,pages 13-15. I- B I for INSTALLATION •Use all specified fasteners.See General Notes. I ( (HUS26,HUS28, HUS412 r° e = and HHUS similar) Xa -Nails must be driven at an angle through the joist or truss LUS28 into the header to achieve the table loads. 25A' ap Is •Not designed for welded or nailer applications.-16d sinkers(0.148'dia.x 3'/4'long)may be used where go °• q y 10d commons are specified with no reduction in load. aw Where 16d commons are specified,l0d commons or 4 °16d sinkers(0.148°dia.x 3'/a long)may be used at 0.85 ;° < q ,of the table load. q ° °•With 3x carrying members,use 16dx2'h'nails into 6 -4the header and 16d commons into the joist with no load reduction.•With 2x carrying members,use 10dx1'h'nails into theheader and 1 Od commons into the joist,reduce the load /�, HGUS46 to 0.64 of the table value. - •Use stainless-steel(SS)nails with stainless-steel HGUS3.25/12 (SS)hangers. OPTIONS:•LUS hangers cannot be modified. HUSC •HUS hangers available with the header flanges turned in Concealed Flanges for 2-2x(3/e7 and 4x only,with no load reduction. (not available for HHUS, See the HUSC Concealed Flange illustration. HGUS and HUS2x) ® Double- Double-Shear Dome Double-Shear Shear Nailing Nailing Side View Nailing Side View (available on Top View Do not some models) Typical LUS28 installation bend tab U.S.Patent 5,603,580 use 0.148x3°(10d common) - or 0.148x3'/4°(16d sinker)nail FACE MOUNT HANGERS — N O SOLID F- [C d These products are aKWable MM affftnat corrosion profecdon Additnat products on Theme products are approved for inslal/abon with the Strong-Drive® this page may also be avaMle mffi thts opllan,twk witlr Simpson Strong-Tie for detwt SO Connector screw See page 27 for more infomration. , z Join Dimensions(in.) Mlal Fasteners DF/SP Allowable Lo Installed Code o She Model No. Ga H B GAatc Header. Joist Uplift Floor Snow Rout Costladex Ret. W 180 (100) (it 1125 (ICI) SAWN LUMBER SIZES z 'LU24 20 19/6 3 M 1'h — 4-16d 2-1Odx1'h 265 555 635 .685 Lowest 17,127.F6,L`,.L17 H 2X4 LU524 18 1916 3'/a 19/4 — 4-1 Oil 2-10d 490 670 765 825 +3 0 zo U24 16 19/s 3% 1'h — 4-16d 2-1Odxl'h 265 575 655 705 +67°Jo e , , 17,F6,L17 HU26 14 1 hs 3_/s 2/4 4-16d 2-1Odx1_1/2_ 335 595 670 720 +295% N DBL LUS24-2 f 18 3% 3'/e 2 — 4-16d 2-16d 440 800 910 _j85 Lowest 17,117,F6,L5,Liz 2X4 U24-2 16 3% 3o 410 • 4.164• 4AOd 370 575 655 705 +33% HU24-2/HUC24-2 14 3'/s 9'16 2'h — • A-1 d• • 2-1 Od 380 380 595 720 +240°k 17,F6,L17 'LUS26 18119/1(1 4% 194 -• • -1 d• Od 1165 865 990 1070 Lowest 17,1;.F6,� ,L17 LU26 20 1916 4 — 6p16d 041Odx1'h 565 835 950 1030 +60% 2x6 U26 16 1916 49/4 2 — 6-i6d 4-1Odx1'h 585 865 980 1055 +43°l0 6Z 18 19/s 43/4 3/i — 6-1 4-1Odx1'/2 730 845 965 1040 +160010 17,F6,L17 HU26 14 19Ah 8'/s 2'/4 -+ • QZd 4, &A G&I 1'/2 335 335 595 720 +175% HUS26 3 -• • 1 16d• •• 0016C 1550 2720 3095 3335 +276% LUS26-218 3' 4'/s •L — 4d • 4!1 1165 1030 1180 1280 Lowest 17,127,F6,1-5.LiT DBLU26-2 16 31/4 5 2 — 8-16d 4-10d 740 1150 1305 1410 t65% 2X6 "HUS26-2l1-il!5�2r-' 14 3% 53/s 2 — 4-16d 4-16d 1235 1065 1210 1305 +172% 17,F6,L17 HU26-2/HUC26-2 14 3% OWs �'A Min • •8-16d• 491 Od 760 1190 1345 1445 +233% 17,127.F6,U5.L17 14 3'/a a 'h •• 2-1 10d 1135 1785 2015 2165 +254% 17,F6,L17 76 See footnotes on page 79. • •• •• • i i i•••i CODES:See page xx for Code Reference Key Chart. ••• • • • ••• • • INSPECTION RECORD -- POST ON SITE Permit NO. RC-5-16-1181 yt� Miami Shores Village g +� "ontlat Construction 10050 N.E.2nd Avenue un i zv��ti z •- . Miami Shores,FL 33138-000 .'Garage Enclosure `ro 'off Phone: (305)795-2204 Fax: (305)756-8972 '��oiiio�► Issue Date:6/29/2016 Expires: 12/26/2016 INSPECTION REQUESTS: (305)762-4949 or Log on at https:Ybldg.miamishoresvillage.comicap REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day Inspections. Residential C "struction ; ;G Parcel #:1132060130200 x Owner's Name:JUDE& LACES Ph►WDOMO Owner's Phone: (305)374-5730 Job Address: t Total Square Feet: 600 edam Miami Rhjh6a-P0 331 y , Bond Number 3127 Total Job Valuation: $ 58,000.00 ?' WORK IS ALLOWED: Contractor(s) Phone Prima Contractor MONDAY THROUGH FRIDAY,8:OOAM-7:OOPM. Primary SATURDAY 8:OOAM-6:OOPM. IBERICA CONTRACTORS USA COR (786)200-0423 Yes NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. Vol 3" Al" TIME C"Fa ��, { s� sc 9t. . " Y \X vs j NO INSPE TI N W BE,&A E IT CARD IS DIS Y D AND HAS BE*EOVED P S ARE READLY AVAILABLE. ITIS THE PER�NT LURE THAT W S E APECTION PURPOSES. NEITHER BUILDING OFFICIAL NOR THE CITY SHALL B LIABLE FOR RIAL REQU WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ,"14 57 1 Qll �`ss INSPECTION RECORD STRUCTURAL PLUMBINGw INSPECTION DAT INSP I INSPECTION DATE INSP INSPECTION kDATE� INSP Foundation Z / Zoning Final Stemwall ZONING COMMENTS Rough �� r6 Slab 2 Water Service Columns(1st Lift) 2"d Rough Columns(2nd Lift) Top Out Tie Beam Fire Sprinklers Truss/Rafters Septic Tank Roof Sheathing r Sewer Hook-up Bucks Windows/DoRoof Drains or q Gas Interior Frami g INSPECTION DATE INSP LP Tank Insulation Temporary Pole Well Ceiling Grid 30 Day Temporary Lawn Sprinklers Drywall Pool Bonding Main Drain Firewall Pool Deck Bonding Pool Piping Wire Lath Pool Wet Niche Backflow Preventor Pool Steel Underground Interceptor Pool Deck Footer Ground • Catch Basins Final Pool Slab Condensate Drains Final Fence Wall Rou h HRS Final Screen Enclosure Ceili ough Driveway Rdgggfff:A PLUMBING COMMENTS EL= Driveway Base Te ep one Krugh Tin Cap Telephone Final Roof in Progress TV Rough �• �� Mop in Progress TV Final Final Roof Cable Roug Shutters Attachment Cable Fin l Final Shutters Intercom Roug Rails and Guardrails Intercom Final MECHANICAL ADA complianceI A Alarm Rough INSPECTION DATE INSP fig Alarm Final Underground Pipe DOCUIMEffS Fire Alarm Rough Soil Bearing Cert Fire Alarm Final �� Rough Soil Treatment Cert Service Work With. Floor Elevation Survey Ventilation Rough Reinf Unit Mas Cert ELECTRICAL COMMENTS Hood Rough Insulation Certificate tC�� Pressure Test Spot Survey Final Hood Final Survey Final Ventilation Truss Certification ® f+ fop Final Pool Heater STRUCTURAL COMMENTS �B !�� Final Vacuum A NJ L4I MECHANICAL C E TS INSPECTION DATE INSP Final Sprinkler Final Alarm -� s� 1 N@Y&vT,yt m Q TESTING 6 ENGINEERING SERVICES.INC FIELD DENSITY TEST REPORT Client: Iberica Contractors USA Corp Date: August 31, 2016 9100 W Bay Harbor Drive Job: D- 1608174 Bay Harbor Islands, FL 33154 Pro,'ect Name: Residence Pro ect Location: 30 NE 93 Street, Miami Shores, FL PROCTOR DATA Proctor Soil Description Max,Dry Optimum No. �, Density( c Moisture (% 109315 Beige Fine Sand 106.8 12.3 Required Compaction(%) . 95% Test Depth Penetration,(inches): 8" FIELD DENSITY TEST RESULTS Test Proc. Lift Dry % bio No. Test Location Result No. Density Moist. Oomp.. 1 109315 Southeast Area of Garage Enclosure—Building Slab Final 104.7 9.6 98.0 Pass 2 109315 Center Area of Garage Enclosure—Building Slab I Final 1 104.9 1 10.0 1 98.2 1 Pass 3 109315 Northwest Area of Garage Enclosure—Building Slab Final 104.7 9.9 98.0 Pass Comments: VMB Ven ` `ra Professional Engineer No:63107 State of Florida 13370 SW 131"Street, Suite 105,Miami,FL. 33186 (305)259-9779 rtneerq *C TESTING 6 ENGINEERING SERVICES.INC FIELD DENSITY TEST REPORT Client: Iberica Contractors USA Corp Date: August 31, 2016 9100 W Bay Harbor Drive Job: D- 1608174 Bay Harbor Islands, FL 33154 Project Name: I Residence Project 1,6cationd 30 NE 93 Street, Miami Shores, FL PROCTOR DATA Froctor Mai.Dlry� ` Optimum Na. So>1�Descrztion , Dens1 ( c Moisture (%) 109315 Beige Fine Sand 106.8 12.3 Required compaction(%) 95% Test Depth Penetration (inches): 8" FIELD DENSITY TEST RESULTS Test Proc. T,flt Dry Test Location Result No. No No. Density Moist. Comp. 1 109315 Southeast Area of Garage Enclosure—Building Slab Final 104.7 9.6 98.0 Pass 2 1 109315 1 Center Area of Garage Enclosure—Building Slab I Final 1 104.9 1 10.0 1 98.2 1 Pass 3 109315 Northwest Area of Garage Enclosure—Building Slab Final 104.7 9.9 98.0 Pass Comments: �. VMB Venkatu - Professional Engineer No.63107 State of Florida 13370 SW 131St Street, Suite 105,Miami,FL. 33186 (305)259-9779 /luarant®e �laridiag Notice of Preventative Treatments for Termites (as required by Florida Building Code(FBC)104.2.6) Guarantee Floridian 658 NW 99 St Miami-FI 33150 305-758-1811 30 NE 93 Street, Miami, Fl. 33138 Address of Treatment or Lot/Block of Treatment 08/30/2016 Date Time Applicator: Matthew Philpot CenterFire Imidaclourid 50 Product Used Chemical used(active ingredient) Number of gallons applied 0.05 % 216 SO FT Percent Concentration Area treated(square feet) Linear feet treated Stage of treatment: Horizontal (Horizontal,Vertical,Adjoining Slab,retreat of disturbed area) As per 104.2.6—If soil chemical barrier method for termite prevention is used,final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment,initial and date this line 1, January 26, 2017 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 Final Inspection Letter Permit Number: RC 16-1181 Address: 30 NE 93rd Street Building Department, I, Victor J. Bruce and Architect of Record, having performed visual observations of the project, hereby attest to the best of my knowledge, belief, and professional judgment, the structural and envelope components of the above referenced renovation are in compliance with the approved plan. I also attest that to the best of my knowledge, belief, and professional judgment, the approved permit plans represent the as built condition of the structural envelope component of the said structure. Please contact me at 305.310.5030 if you have any questions and/or comments. Sincerely, Victor J. Bruce A. A., LEED R AP Architect AR-0017103 P.O.Box 530019 Miami Shores,Florida 33153 telephone 305-310-5030 email vb@b2-ai.com