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RC-14-2759 Miami Shores Village �r r 10050 N.E.2nd Avenue NE :n Miami Shores,FL 33138-0000 Phone: (305)795-2204 a a t�IL Expiration: 112116 6 4i Project Address Parcel Number Applicant 379 NE 94 Street 1132060136130 WILLIAM JONES Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell WILLIAM JONES 379 NE 94 Street MIAMI SHORES FL 33138-2842 Contractor(s) Phone Cell Phone $ 71,350.00 Valuation: ORONI INC (305)685-0412 Total Sq Feet: 244 Approved:In Review Available inspections: Comments: Inspection Type: Date Approved::In Review Final PE Certification Date Denied: Tie Beam Bond Beam Type of Construction:ADDITION OF NEW MASTER BEDR Occupancy:Single Family Window Door Attachment Stories: Exterior: Slab Front Setback: Rear Setback: Termite Letter Left Setback: Right Setback: Framing Bedrooms: Bathrooms: Insulation Plans Submitted:Yes Certificate Status: Drywall Screw Certificate Date: Additional Info: Trusses Plan Submittal and Return: Classification:Residential Roof Sheathing Spot Survey Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Wall Sheathing Bond Type-Contractors Bond $500.00 Rake Beam CCF $43.20 Invoice# RC-12-14-53947 Footing CO/CC Fee $50.00 07/06/2015 Credit Card $3,387.92 $50.00 Window and Door Buck DBPR Fee $32.11 12/17/2014 Credit Card $50.00 $0.00 Roof Trusses DCA Fee $32.11 Bond#:2778 Density Education Surcharge $14.40 Fill Cells Columns Permit Fee $2,140.50 Wire Lathe Pian Review Fee(Engineer) $160.00 Final Building Plan Review Fee(Engineer) $40.00 Declaration of Use Plan Review Fee(Engineer) $120.00 Review Planning Pian Review Fee(Engineer) $40.00 Review Planning Pian Review Fee(Engineer) $160.00 Review Mechanical Scanning Fee $48.00 Review Electrical Technology Fee $57.60 Review Mechanical Total: $3,437.92 Review Plumbing Review Plumbing Review Building Review Building Review Building Review Structural Review Structural Review Structural Review Structural 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. July 06,2015 1 i 2`t" Miami Shores Village Building Department BEC 2G14 b' 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 D� Tel:(305)795-2204 Fax:(305)756-8972 -- INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit NO. — ' PERMIT APPLICATION Sub Permit No. (BUILDING ELECTRIC ❑ ROOFING [] REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [] MECHANICAL ❑PUBLIC WORKS F1 CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 3 7 -q k) q`i S"T'W- Cites Miami Shores County Miami Dade rp: Folio/Parcel#: 01-320 to-O 13- to 13 l Is the Building Historically Designated:Yes NO w- Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): B01IQU1# kA :T-6 ILJE S Phone#: Sas - Sm. ;)14 toy Address: City: 011ftynt S State: Zip: 33 t'3 Tenant/Lessee Name: n& Phone#: Email: and I'd-b o 110 11 .Snk)q-0 CONTRACTOR:Company Name: \\0e t>�j I A a Inc- Phone#: 30S® Ws- o41-2. Address: 1 AJ n 4 ® M LL) Lo' C00 2-s City: 00&-T 14: Imo.I I _State: Zip: 1 3� Qualifier Name: Dr 104&A 4&A O - 41f.5 iG S Phone#: ID4Z- W7- 'A kalaq State Certification or Registration#: CSC, 1;05 Ito 514 Certificate of Competency M DESIGNER:Architect/Engineer: C L, t-! ; Z f Geo,/4e- IR . 'Pef'rtia 9 Phone#:.%-2?S a'aD Address: P7 D O 0 • 1,-L%A-LA t AAt jgD 9 City: M t&AA 1 State:_�L Zip: g'xl Value of Work fort is Permit:$ 1 1 Square/Linear Footage of Work: Type of Work: m Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:�i M O0 or- P15W �� ►�. � Soydt� ' ' Specify color of color thru tile: Submittal Fee$ C Permit Fee$ C '�J CCF$ y CO/CC$ �� ° Scanning Fee$ y cy"C'�) Radon Fee$ 3 Z 1 t DBPR$ 3 Z_ I I Notary$ `- Technology Fee$5-7 ' (t9O Training/Education Fee$ I • `i C Double Fee$ '-423�— Structural Reviews$ LJQ•OQ �W.Q0 12-0-t-0 40.W 160. 017 Bond$ 15C) 0k-D TOTAL FEE NOW DUE$ (RevisedO2/24/2014) t J � n 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. Signature Signature OWNER d�(G/dtf CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20 ,by day of f�a�a^^ .20 �by 44� IAOV7 J-J-0 is personally known t ��/�-✓'gam �i�tC—`Sl,�S ,who is so�now 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 NOTARY PUBLIC: Sign: Sign: Print. zr Print: Seal: ' Oe0a Seal: REBECA M.PASIRANA COM _ ' ./:EXMEXPIRES:lMY 77TZonin'g xuary 07.2D17 ARA APPROVED BY Plans Examiner Structural Review Clerk (RevisedO2/24/2014) Um Gamt SLreJ G e 10050 N.E.SECOND AVE. �lOR1DA MIAMI SHORES,FLORIDA 33138-2382 Telephone: (305) 795-2207 Fax: (305) 756-8972 DAVID A. DACQUISTO,AICP PLANNING&ZONING DIRECTOR DEVELOPMENT ORDER File Number: PZ-6-14-2014111 Property Address: 379 NE 94th Street Property Owner/Applicant: William Jones Address: 379 NE 94th Street,Miami Shores,FL 33138-2831 Agent: Nancy Cromar Address: 2700 N.Miami Avenue,Ste.408,Miami,FL 33127 Whereas,the applicant William Jones(Owner),has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV,V and VI of Appendix A Zoning, Sec.400 Schedule of Regulations and Sec. 600. Site plan review and approval required. One-story addition. Covered front porch. Whereas, a public hearing was held on July 24, 2014 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered,finds: 1. The proposed improvements comply with the Code of Ordinances of Miami Shores Village and are harmonious with the community subject to the conditions of approval. 2. The decision of the Planning and Zoning Board is based on the evidence submitted and representations made, and in the official record of the hearing. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Approval is granted as shown on the plans submitted and made a part of this approval to construct a 400 sq. ft. covered front porch and a 220 sq.ft. master bedroom. 2) Applicant to obtain all required building permits before beginning work. Page I of 2 3) Applicant to obtain all required permits and approvals from the Miami-Dade Department of Regulatory and Economic Resources,Environmental Plan Review Division(DRER,EPRD)and the Miami-Dade Department of Health (DOH/HRS)as required. 4) Applicant to meet all applicable code provisions at the time of permitting. 5) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one(1)year. The application with conditions was passed and adopted this 2411 day of July,2014 by the Planning and Zoning Board as follows: Mr.Abramitis Yes Mr. Busts Yes Mr. Reese Yes Mr.Zelkowitz Yes Chairman Fernandez Yes Date Ric M. Fernandez ChArrman,Planning Board Page 2 of 2 a� LDEC 10 2015 I Y: j CNCNI,INC. - -_ 14040 NW 6TH Ct. Miami,F133168 Phone(305)685.0412•Fax{305}1688-9550 December 9,2015 Ref RC 14-2759 To whom it may concert: Please be advised thatthe above referenced permit is to be placed on hold.No permits should be attached and no inspections should be called unless qualifier directly does so in person. Thank you, OrlandoIglesias my cowmesm EE Vwch10.2116 o� �J ) Vp N 1 /,y 0% License# (CBC 1251654) (305)685-0412(Off) 14040 NW 69'Court (305)688-9550(Fax) North Miami,Florida 33168 January 27,2016 William Jones 379 NE 90 Street Miami Shores,Florida 33138 Mr.Jones: We have attempted to reach you via email repeated times and have not heard back from you. As expressed in our previous emails dated December 28,2015 and January 8,2016,we have been trying to schedule the remaining final inspections in order to close out the permits on your property. In order to do so,we will need access to the property so we can let the inspectors in to check the work. Please contact us via email or phone as soon as possible in order to let us know if you would like us to proceed with this and to confirm accessibility to the property. As previously expressed,if these final inspections are not called and the permits closed out,the permits will expire and as the homeowner you will be penalized and fined by the Village of Miami Shores. There will be additional permit fees and other fines charged to you in order to activate any and all expired permits,and they will also be able to place liens on your property if this matter continues without resolution. We are making a concerted effort to make sure that you do not have to incur any of these additional fines and fees,ORONI,Inc.will not be liable for any of these. We thank you for your time and attention to this matter and look forward to hearing back from you soon. Regards, Orlando Iglesias ,��'�'--, soyas T v�yuez 9999 c.c.Village of Miami Shores CommWN # FF942611 • • •••••• •••••• BOW Damber 9,2019 •..• ; .• -,, Unded thru Aaron Notary ...... :a**" 9999:. 990.9. 0 9999 .. 9999.. 9999 . .. 9999. 9999 .. . 9999.. 9999.. 9999.. . . 9999.. .. 9 9009 0 9 0 •0 e �• /• • eit M., e ,e- • •-e GRATIGNY BRANCH °' ..n MZA331689998da `n NAM _ q=F I C1 P► 1158540112-0098 °' 01/28/2016 (800)275-8777 12:27:00 pM to cO posmg• $ $3 ii�'''.: w CerNed Fee ProductSales Receipt ---_____ a 1 $ Description Sale Un i t Return Receto� w Qty Price Price o {Forever) 1 o Restr�le Wv®ryroe Folk Art �'62 $0.62 C3 Reyuired) m I2$/ Eagle PSA ry Total postage&Few $ #10 C m Envelope MIAMI SHORES FL 331 m 38-2831 Zone-0 $0.49 a 'sem'AXC3 orposinNo. _- First-class Mail Letter ZP+4 0.40 oz. [Expected Delivery: Sat 01/30/16 SPS®CertifiedaMail #: $3.45 70133020000108695694 Return ReceiptLabel $2.80 9590940101585234472505 Customer Postage 0.49$ Subtotal: -$0.49 Issue Postage: ---a=—aa $6.25 Total: —-- $6.87 Paid by: Mastercard $6.87 Account #: XXXXXXXXXXXX4419 Approval #: 632321 Transaction #: 81 23903520641 It Text your tracking number to 28777 (2USPS) to get the latest status. Standard Message and Data rates may a ply. You may also visit USPS.com USPS Tracking or call 1-800-222-1811. Order stamps at usps.com/shop or call 1-800-Stamp24. •Go to usps.cam/clicknship to print shipping labels with postage. For other Information call 1-800-ASK-USPS. YtYr7txxYtYtYt7t7�x •YeiKx�c�rxxK •x•xxtpyyt• •••• 7Y1C7It5t*7C7Y �Y�C7fYC7l'7CRXCYC7t�t7IC7kSPKIYkA'lt'7CYCJY71C7rR1IC • • •000:• •••••• • • • • Get your mail when and where you •• • • want it with a secure Post Office •0.60• • Bax. Si 0.00•• 0.00•• Sign up for a box online at • usps.com/poboxes. 00.0•• • • • r�r�r�rrema�rm,raxr:rrscxxxrrxx�rxr�rrx�c�c� •••. •• . • 6••• • to ••••r 0000•• •f • 60.40 •• •• •• • 0000•• 0000•• • • • • • • 0000•• 0000•• • • • 0000•• • •• • 0000 • • r j FORM 405-10 FLORIDAICIBUILDING Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Jones Residence Builder Name: Street: 379 NE 94th Street Permit Office: City,State,Zip: Miami Shores,FL,33138- Permit Number: Owner: Jones Jurisdiction: Design Location: FL,Miami 1. New construction or existing Addition 9. Wall Types(2441.1 sgft.) nsu tion Area 2. Single family or multiple family Single-family a.Concrete Bkx�c-Int Insul, Brio R= .0 2441.10 ftp b.NIA R= ft' 3. Number of units,If multiple family 1 c.NIA R= fe 4. Number of Bedrooms(Bedrms In Addition) 2(1) d.NIA R= ftz 5. is this a worst case? No 10.Ceiling Types(1325.0 sgft.) Insulation Area a.Under Attic(Vented) R=30.0 1325.00 ft' 6. Conditioned floor area above grade(ft') 2169 b.NIA R= ft' Conditioned floor area below grade(fta) 0 c.NIA R= ft' 11.Ducts R ft' 7. Windows(409.3 sgft.) Description Area a.Sup:Ahu 1st Floor,Ret:Ahu 1st Floor,AH:Ahu 1 6 216.9 a. U-Factor: Sgi,U=0.90 409.28 ft' b.Sup: Attic,Ret:Attic,AH:Ahu 1st Floor 6 216.9 SHGC: SHGC=0.60 b. U-Factor: NIA ft' 12.Cooling systems kBtulhr Efficiency SHGC: a.Central Unit 25.0 SEER:20.00 c. U-Factor. NIA fta b.Central Unit 25.0 SEER:20.00 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: NIA ft' a.Electric Strip Heat 12.3 COP:1.00 SHGC: b.Electric Strip Heat 12.3 COP:1.00 Area Weighted Average Overhang Depth: 0.000 ft. Area Weighted Average SHGC: 0.600 14.Hot water systems-None required 8. Floor Types (1278.0 sqft.) Insulation Area a. Cap:NIA a.Slab-On-Grade Edge insulation R=0.0 1278.00 ft' b. Conservation features EF:2.97932E7 b.NIA R= fta c.NIA R= fta 15.Credits Pstat Glass/Floor Area_ 0.189 Total Proposed Modified Loads: 45.88 PASS Total Standard Reference Loads: 58.73 I hereby certify that ttte plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this Code. _ - calculation indicates compliance 's r with the Florida Energy Code. �+ PREPARED BY: Before construction is completed DATE: - this building will be inspected for my V s �%In@YIE<1 compliance with Section 553.908 V e I hereby certify that this builcing,as igned, ismpiianceionda Statutes, with the Florida Energy Code. we OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handier enclosure certified factory-sealed In accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist COPY 9126/2014 7:05 PM Energydauge@3 USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Jones Residence Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 2169 Lot# Owner: Jones Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 379 NE 94th Street Permit Office: Cross Ventilation: County: Miami-Dade Jurisdiction: Whole House Fan: City,State,Zip: Miami Shores, Family Type: Single-family FL, 33138- New/E)dsting: Addition Comment: CLIMATE J IECC Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site Zone 97.5% 2,5% Winter Summer Degree Days Moisture Range FL,Miami FL MIAMI_INTL AP 1 51 90 70 75 149.5 56 LOW BLOCKS Number Name Area Volume 1 Block1 1188 11880 2 Block2 981 6980.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms infli ID Finished Cooled Heated 1 Ahu 1st Floor 1188 11880 No 2 1 1 Yes Yes Yes 2 Ahu 2nd Floor 981 6980.3 No 2 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Ahu 1st Floor 124 ft 0 1056 ft2 0 0 1 2 Slab-On-Grade Edge Insulatio Ahu 2nd Floor 63 ft 0 222 ft2 ____ 0 0 1 ROOF ` Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) I Gable or shed Composition shingles 1482 ft2 332 ft2 Medium 0.96 No 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1325 ft2 N N i- 9/26/2014 7:05 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Ahu 1 st Floor 30 344 ft2 0.11 Wood 2 Under Attic(Vented) Ahu 2nd Floor 30 981 ft2 0.11 Woad WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 N Exterior Concrete Block-Int InsMu 1st Floor 4 14.6 0 10 0 146.0 ft2 0 0 0.5 0 2 S Exterior Concrete Block-IM Insthu 1st Floor 4 14.6 0 10 0 146.0 ft2 0 0.5 0 3 W Exterior Concrete Block-Int Insdhu 1st Floor 4 16.6 0 10 0 166.0 ft2 0 0.5 0 4 N Exterior Concrete Block-Int Insdhu 1 st Floor 4 16.1 0 10 0 161.0 f12 0 0.5 0 5 W Exterior Concrete Block-Int Insdhu 1 st Floor 4 8.6 0 10 0 86.0 ft2 0 0.5 0 6 E Exterior Concrete Block-Int insthu 1 st Floor 4 2.7 0 10 0 27.0 ft' 0 0.5 0 7 S Exterior Concrete Block-Int InsMu 1 st Floor 4 16.5 0 10 0 165.0 ft2 0 0.5 0 8 W Exterior Concrete Block-int InsMu 1st Floor 4 15.2 0 10 0 152.0 ft2 0 0.5 0 9 N Exterior Concrete Block-int Insdhu 1 st Floor 4 9.3 0 10 0 93.0 ft2 0 0.5 0 10 S Exterior Concrete Block-Int Insdhu 1st Floor 4 9.8 0 10 0 98.0 ft2 0 0.5 0 11 N Exterior Concrete Block-int Ins&hu 2nd Floor 4 17.1 0 8.5 0 145.3 ft2 0 0.5 0 12 E Exterior Concrete Block-Int Ins&hu 2nd Floor 4 10.8 0 8.5 0 91.8 ft2 0 0.5 0 13 W Exterior Concrete Block-Int Ins&hu 2nd Floor 4 14.9 0 8.5 0 126.7 ft2 0 0.5 0 14 N Exterior Concrete Block-int InsMu 2nd Floor 4 10 0 8.5 0 85.0 ft2 0 0.5 0 15 E Exterior Concrete Block-int Insbhu 2nd Floor 4 6.2 0 4.25 0 26.4 f12 0 0.5 0 16 E Exterior Concrete Biotic-Int Inshhu 2nd Floor 4 3 0 8.5 0 25.5 ft2 0 0.5 0 17 S Exterior Concrete Block-Int Ins&hu 2nd Floor 4 17.1 0 8.5 0 145.3 ft2 0 0.5 0 18 W Exterior Concrete Block-Int InsMu 2nd Floor 4 17.7 0 8.5 0 150.5 ft' 0 0 0.5 0 19 W Exterior Concrete Biotic-Int InsMu 2nd Floor 4 8.8 0 8.5 0 74.8 ft2 0 0.5 0 20 N Exterior Concrete Block-Int inshhu 2nd Floor 4 10.4 0 1 0 10.4 ft2 0 0 0.5 0 21 E Exterior Concrete Block-Int InsMu 2nd Floor 4 21.4 0 7.6 0 162.6 ft2 0 0.5 0 22 S Exterior Concrete Block-Int Ins&hu 2nd Floor 4 10 0 11.4 0 114.0 ft2 0 0 0.5 0 23 W Exterior Concrete Block-Int Inabhu 2nd Floor 4 21.4 0 2 0 42.8 ft' 0 0 0.5 0 WINDOWS Orientation shown is the entered,ProDosed orientation. Wali Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Vinyl Single(Clear) Yes 0.9 0.6 35.0 ft2 0 ft 0 in 0 It 0 in None None 2 S 2 Vinyl Single(Clear) Yes 0.9 0.6 29.8 ft2 0 ft 0 in 0 ft 0 in None None 3 W 3 Vinyl Single(Clear) Yes 0.9 0.6 21.8 ft2 0 ft 0 in 0 ft 0 in None None 4 N 4 Vinyl Single(Clear) Yes 0.9 0.6 32.9 f12 0 ft 0 in 0 ft 0 in None None 5 W 5 Vinyl Single(Clear) Yes 0.9 0.6 8.4 f12 0 ft 0 in 0 ft 0 in None None 6 S 7 Vinyl Single(Clear) Yes 0.9 0.6 36.0 ft2 0 It 0 in 0 It 0 in None None 7 S 7 Vinyl Single(Clear) Yes 0.9 0.6 9.5 ft2 0 ft 0 in 0 ft 0 in None None 8 W 8 Vinyl Single(Clear) Yes 0.9 0.6 31.8 ft2 0 It 0 in 0 ft 0 in None None 9 N 11 Vinyl Single(Clear) Yes 0.9 0.6 12.2 ft2 0 ft 0 in 0 ft 0 in None None 10 E 12 Vinyl Single(Clear) Yes 0.9 0.6 28.8 ft' 0 ft 0 in 0 ft 0 in None None 11 W 13 Vinyl Single(Clear) Yes 0.9 0.6 28.8 ft2 0 It 0 in 0 It 0 in None None 9/26/2014 7:05 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 c WINDOWS Orientation shown is the entered ProDosed orientation. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 12 N 14 Vinyl Single(Clear) Yes 0.9 0.6 9.8 ft' 0 it 0 in 0 ft 0 in None None 13 S 17 Vinyl Single(Clear) Yes 0.9 0.6 24.8 ft' 0 ft 0 in 0 It 0 in None None 14 W 18 Vinyl Single(Clear) Yes 0.9 0.6 38.9 ft' 0 ft 0 in 0 It 0 in None None 15 W 19 Vinyl Single(Clear) Yes 0.9 0.6 8.4 ft' 0 it 0 in 0 it 0 in None None 16 E 21 Vinyl Single(Clear) Yes 0.9 0.6 19.2 ft' 0 ft 0 in 0 It 0 in None None 17 E 21 Vinyl Single(Clear) Yes 0.9 0.6 7.2 ft' 0 ft 0 in 0 ft 0 In None None 18 S 22 Vinyl Single(Clear) Yes 0.9 0.6 21.8 ft' 0 It 0 in 0 It 0 in None None 19 S 22 Vinyl Single(Clear) Yes 0.9 0.6 4.4 ft' 0 ft 0 in 0 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 2844.7 156.17 293.7 .4247 9.0497 HEATING SYSTEM # System Type Subtype Efficiency Capacity Biotic Ducts 1 Electric Strip Heat None COP:1 12.3 kBtu/hr 1 sys#1 2 Electric Strip Heat None COP:1 12.3 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:20 25 kBtu/hr 750 cfm 0.75 1 sys#1 2 Central Unit None SEER:20 25 kBtu/hr 750 elm 0.75 2 sys#2 SOLAR HOT MATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF ft' DUCTS / -Supply- -Return- Air CFM 25 CFM25 HVAC# �j # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Ahu 1st Floor 6 216.9 ft Ahu 1st Floor 54.225 Default Leakage Ahu 1st Flo (Default) (Default) 1 1 2 Attic 6 216.9 it Attic 54.225 Default leakage Ahu 1st Flo (Default) (Default) 2 2 9/26/2014 7:05 PM EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 TEMPERATURES Programable ThermostaH t:Y W Ceiling Fans: rl [ j ] HeatinNov Dec g H Jan Feb Mar �JA r EIM �mayrl Jun rl Jul Aug XI�pOct }�]Dov �cVenting Jan Feb Mar Jun Jul Aug 1 Sep I Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 35 0 0 1-Electric Ship Heat % 1-Central Unit 9/26/2014 7:05 PM EnergyGauge®USA-FiaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Floridaode Compliance Ch list Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 379 NE 94th Street PERMIT#: Miami Shores, FL, 33138- MANDATORY REQUIREMENTS SUMMARY-See Individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked,Basketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283.Windows and doors=0.30 cfmisq.ft.Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope \ leakage report or visually verify Table 402.4.2. / Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers.Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker / (electric)or shutoff(gas). Circulating system pipes insulated to= R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical / ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant 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=78%(82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilingstknee walls 405.2.1 R-19 space permitting. 9126/2014 7:05 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PE (EPL) DISPLAY IM ESTIMATED ENERGY PERFORMANCE INDEX* = 78 The lower the EnergyPerformance Index,the more efficient the home. 379 NE 94th Street, Miami Shores, FL, 33138- 1. New construction or existing Addition 9. Wail Types insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insui,Exterior R=4.0 2441.10 ft2 b.NIA R= ft2 3. Number of units,if multiple family 1 c.NIA R= ft2 4. Number of Bedrooms 2(1) d.NIA R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 1325.00 ft 6. Conditioned floor area(ft2) 2169 b.NIA R= ft2 7. Windows*" Description Area c.NIA R= ft2 Ducts 2 a. U-Factor Sgi,U=0.90 409.28 fe 11.Sup:Ahu 1st Floor,Ret:Ahu 1st Floor,AH:Ahu 1 6R 216.9 SHGC: SHGC=0.60 b.Sup: Attic,Ret:Attic,AH:Ahu 1st Floor 6 216.9 b. U-Factor. NIA ft2 SHGC: 12.Cooling systems kBtulhr Efficiency c. U-Factor. NIA ft2 a.Central Unit 25.0 SEER:20.00 SHGC: b.Central Unit 25.0 SEER:20.00 d. U-Factor NIA ft2 13.Heating systems kBtuthr Efficiency SHGC: a.Electric Strip Heat 12.3 COP:1.00 Area Weighted Average Overhang Depth: 0.004 ft. b.Electric Strip Heat 12.3 COPA.00 Area Weighted Average SHGC: 0.600 8. Floor Types insulation Area 14.Hot water systems-None required Cap:NIA a.Slab-0n-Grade Edge Insulation R=0.0 1278.00 ft2 a. p EF: b.NIA R= ft2 c.NIA R= b. Conservation features 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: W *Note: This is not a Building Energy Rating. If your Index is below 74, your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation,contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Building Input Summary Report PROJECT Title: Jones Residence Bedrooms: 2 Address Type: Street Address Building Type: User Bathrooms: 3 Lot# Owner: Jones Conditioned Area: 2169 sq.ft. BioddSubDivision: #of Units: 1 Total Stories: 2 PlatBook: Builder Name: Worst Case: No Street 379 NE 94th Street Permit Office: Rotate Angle: 0 County: Miami-Dade Jurisdiction: Cross Ventilation: City,State,Zip: Miami Shores, Family Type: Single-family Whole House Fan: FL, 33138- New/Existing: Addition Terrain: Suburban Year Construct: Shielding: Suburban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5% 2.5% Writer Summer Degree Days Moisture Range FL,Miami FL MIAMI INTL AP 51 90 70 75 149.5 56 LOW UTILITY RATES Fuel Unit Utility Name Monthly Fbced Cost $/Unit Electricity kWh EnergyGauge Default 0 0.1154 Natural Gas Therm EnergyGauge Default 0 0.682 Fuel Oil Gallon EnergyGauge Default 0 1.1 Propane Gallon EnergyGauge Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Omt Type Height Width Distance Exist Height Width Distance N None Oft 0 f Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft 0 f Oft Oft Oft Oft SE None 0 f Oft Oft Oft Oft Oft S None Oft 0 f Oft Oft Oft Oft SW None Oft 0 f Oft Oft Oft Oft W Norte Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft BLOCKS Number Name Area Volume 1 Biock1 1188 11880 2 Biock2 981 6980.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 Ahu 1st Floor 1188 11880 No 2 1 Yes Yes Yes 2 Ahu 2nd Floor 981 6980.3 No 2 1 Yes Yes Yes 9/26/2014 7:06 PM EnergyGauge@/USRFSB v3.1 Page 1 of 6 Building Input Summary Report FLOORS # Floor Type Space Perimeter Perimeter R Value Area Joist R Value Tile Woad Carpet 1 Slab-On-Grade Edge insulation Ahu 1st Floor 124 it 0 1056 ft2 0 0 1 2 Slab-On-Grade Edge insulation Ahu 2nd Floor 63 It 0 222 ft' 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor, Tested Tested inrsui. (deg) 1 Gable or shed Convosition sm2gles 1482 112 332 ft2 Medium 0.96 No 0.9 No 0 26.6 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC I Full attic Vented 300 1325 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Fraction Truss Type 1 Under Attic 0 Ahu 1st Floor 30 344 ft2 0.11 Wood 2 Under Attic 0 Ahu 2nd Floor 30 981 ft2 0.11 Wood WALLS Wali orientation below is as entered. Actual orientation is modified bv rotate angle shown in"Pro ect"section above. Adiacent Cavity Width He ht Sheathing Framing Solar Below # Omt To Wail Type Spates R-Value Ft in Ft n Area R-Value Fraction Absor. Grade% 1 N Exterior Concrete Block-Int insul Ahu 1st Floor 4 14.6 0 10 0 146.0 ft2 0 0 0.5 0 2 S Exterior Concrete Block-Int Insui Ahu 1st Floor 4 14.6 0 10 0 146.0 ft 0 0.5 0 3 W Exterior Concrete Block-Int insul Ahu 1st Floor 4 16.6 0 10 0 166.0 ft2 0 0.5 0 4 N Exterior Concrete Block-Int insul Ahu 1st Floor 4 16.1 0 10 0 161.0 ft2 0 0.5 0 5 W Exterior Concrete Block-Int insui Ahu 1st Floor 4 8.6 0 10 0 86.0 ft2 0 0.5 0 6 E Exterior Concrete Block-Int insui Ahu 1st Floor 4 2.7 0 10 0 27.0 ft2 0 0.5 0 7 S Exterior Concrete Block-Int insul Ahu 1st Floor 4 16.5 0 10 0 165.0 ft2 0 0.5 0 8 W Exterior Concrete Block-Int insul Ahu 1st Floor 4 15.2 0 10 0 152.0 ft2 0 0.5 0 9 N Exterior Concrete Block-Int insui Ahu 1st Floor 4 9.3 0 10 0 93.0 ft2 0 0.5 0 10 S Exterior Concrete Block-Int insul Ahu 1st Floor 4 9.8 0 10 0 98.0 ft2 0 0.5 0 11 N Exterior Concrete Block-Int Insu1Ahu 2nd Floor 4 17.1 0 8.5 0 145.3 ft2 0 0.5 0 12 E Exterior Concrete Block-Int insulAhu 2nd Floor 4 10.8 0 8.5 0 91.8 ft2 0 0.5 0 13 W Exterior Concrete Block-Int InsulAhu 2nd Floor 4 14.9 0 8.5 0 126.7 ft2 0 0.5 0 14 N Exterior Concrete Block-Int InsulAhu 2nd Floor 4 10 0 8.5 0 85.0 ft2 0 0.5 0 15 E Exterior Concrete Block-Int InsulAhu 2nd Floor 4 6.2 0 4.25 0 26.4 ft2 0 0.5 0 16 E Exterior Concrete Block-Int InsulAhu 2nd Floor 4 3 0 8.5 0 25.5 ft2 0 0.5 0 17 S Exterior Concrete Block-Int InsulAhu 2nd Floor 4 17.1 0 8.5 0 145.3 ft2 0 0.5 0 18 W Exterior Concrete Block-Int InsulAhu 2nd Floor 4 17.7 0 8.5 0 150.5 ft2 0 0.5 0 19 W Exterior Concrete Block-Int InsulAhu 2nd Floor 4 8.8 0 8.5 0 74.8 ft 0 0.5 0 20 N Exterior Concrete Block-Int InsulAhu 2nd Floor 4 10.4 0 1 0 10.4 ft2 0 0 0.5 0 9/2612014 7:06 PAA EnergyGauge®J USRFSB v3.1 Page 2 of 6 Building Input Summary Report WALLS Wali orientation below Is as entered. Actual orientation is modified by rotate angle shown in"Project"section above. Ad gent Cavity IMdth Height Sheathing Framing Solar Below # Omt o Wali Type Spate R-Value Ft In Ft n Area R-Value Fraction Absor. Grade° 21 E Exterior Concrete Block-Int InsulAhu 2nd Floor 4 21.4 0 7.6 0 162.6 ft2 0 0.5 0 22 S Exterior Concrete Block-Int InsulAhu 2nd Floor 4 10 0 11.4 0 114.0 ft2 0 0 0.5 0 23 W Exterior Concrete Block-Int InsulAhu 2nd Floor 4 21.4 0 2 0 42.8 fF 0 0 0.5 0 WINDOWS Wail Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Stone Area Depth Separation Interior Sh!de Screening 1 N 1 Vinyl Single(Clear) Yes 0.9 0.6 N 35.0 ft2 0 ft 0 in 0 It 0 in None None 2 S 2 Vinyl Single(Clear) Yes 0.9 0.6 N 29.8 ft2 0 ft 0 In 0 it 0 In None None 3 W 3 Vinyl Single(Clear) Yes 0.9 0.6 N 21.8 ft2 0 it 0 In 0 it 0 in None None 4 N 4 Vinyl Single(Clear) Yes 0.9 0.6 N 32.9 ft° 0 ft 0 in 0 ft 0 In None None 5 W 5 Vinyl Single(Clear) Yes 0.9 0.6 N 8.4 ft2 0 it 0 in 0 it 0 in None None 6 S 7 Vicryl Single(Clear) Yes 0.9 0.6 N 36.0 fe 0 ft 0 in 0 ft 0 in None None 7 S 7 Vinyl Single(Clear) Yes 0.9 0.6 N 9.5 ft2 0 ft 0 in 0 it 0 in None Norte 8 W 8 Vinyi Single(Clear) Yes 0.9 0.6 N 31.8 ft2 0 ft 0 In 0 it 0 in None None 9 N 11 Vinyl Single(Clear) Yes 0.9 0.6 N 12.2 ft2 0 ft 0 in 0 ft 0 in None None 10 E 12 Vinyl Single(Clear) Yes 0.9 0.6 N 28.8 ft2 0 ft 0 in 0 it 0 in None None 11 W 13 Vinyl Single(Clear) Yes 0.9 0.6 N 28.8 ft2 0 ft 0 in 0 it 0 in None None 12 N 14 Vinyl Single(Clear) Yes 0.9 0.6 N 9.8 fta 0 ft 0 in 0 it 0 in None None 13 S 17 Vinyl Single(Clear) Yes 0.9 0.6 N 24.8 1112 0 It 0 in 0 It 0 In None None 14 W 18 Vinyl Single(Clear) Yes 0.9 0.6 N 38.9 ft2 0 ft 0 in 0 ft 0 in None None 15 W 19 Vinyl Single(Clear) Yes 0.9 0.6 N 8.4 ft2 0 ft 0 in 0 It 0 in None None 16 E 21 Vicryl Single(Clear) Yes 0.9 0.6 N 19.2 it' 0 it 0 in 0 it 0 in None None 17 E 21 Vinyl Single(Clear) Yes 0.9 0.6 N 7.2112 0 ft 0 in 0 ft 0 in None None 18 S 22 Vinyl Single(Clear) Yes 0.9 0.6 N 21.8 112 0 ft 0 in 0 ft 0 in None None 19 S 22 Vinyl Single(Clear) Yes 0.9 0.6 N 4.4 fF 0 ft 0 in 0 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 Space(s) 1 Wholehouse Best Guess 0005 2844.7 156.17 293.7 .4247 9.0497 All MASS Mass Type Area Thickness Furniture Fraction Space No Added Mass 0 ft2 0 ft 0.3 Ahu 1st Floor No Added Mass 0 ft2 0 ft 0.3 Ahu 2nd Floor 9/26/2014 7:06 PM EnergyGauge@ 1 USRFSB v3.1 Page 3 of 6 Building o HEATING SYSTEM # System Type Subtype Efficiency Capacity --Geothermal HeatPump---- 'Ducts Block Entry Power Volt. Curr 1 Elechtc Strip Heat None COPA 12.3 kBtu/hr 0 0 0 sys#1 1 2 Electric Strip Heat None COPA 12.3 kBtu/hr 0 0 0 s s#2 2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts Block 1 Central Unit None SEER:20 25 kBtu/hr 750 cfm 0.75 sys#1 1 2 Central Unit None SEER:20 25 kBtu/hr 750 cftn 0.75 sys#2 2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Credits gal gal den DUCTS DUCT --Supply --—Retum--- Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Number Leakage Type Harder TOT OUT QN RLF Heat Cool 1 Ahu 1st Floor 6 216.9 ft'Ahu 1st Fiod34.225 ftz Default Leakage Ahu 1st Flo (Default) (Default) 1 1 2 Attic 6 216.9 fta Attic 54.225 W Default Leakage Ahu 1st Flo Default Default 2 2 TEMPERATURES Programable Thermostat:Y Ceiling Fans: N Coolin ug Sep W Oct Nov Dec HJ H Feb W Mar W A I I May Venttiing Jan Feb Mar A May rl Jun Jul Aug Se rl Sep OOct X NovNDec Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 9/2612014 7:06 PM EnergyGauge®/USRFSB v3.1 Page 4 of 6 tsuilding Input Summary Report APPLIANCES&LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans(Sumner) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 %Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kW 1Yr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.046 0.046 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 %Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kVVWr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 %Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 0 kWh Yr Peak Value: 0 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 %Reused: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 0 kVV Wr Peak Value: 0 Watts Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 %Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 2368 kWh/Yr Peak Value: 773 Watts Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 %Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 3692 kWh/Yr Peak Value: 677 Wafts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 %Released: 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 0 kWh1Yr Peak Value: 0 Watts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 %Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Annual Use: 0 kVVh1Yr Peak Value: 0 Watts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 %Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 %Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Annual Use: 0 kWh/Yr Peak Value: 0 Watts MECHANICAL VENTILATION Type Supply CFM Exhaust CFM HRV Fan Run Time Heating System Cooling System Runtime Vent 35 0 0 W % 1-Electric Strie Heat 1-Central Unit CLOTHES WASHERS ID Type Screen Location Capacity Make Model Schedule LoadsPerYr 1 1 Main Default New Main 2.847 HERS201 (invalid) CLOTHES DRYERS ID Type Screen Location Capacity Fuel Type Make Model Schedule LoadsPerYr 1 Dryers Default New Main Electricity 9/2612014 7:06 PM EnergyGauge®1 USRFSB v3.1 Page 5 of 6 Building Input DISHWASHERS ID Type Sween Location Capacity Vintage Make Model Schedule kV hPerYr 1 Dishwash Default New Main 12 2004 or N HERS201 372 RANGE OVEN ID Type Screen Location Type Fueltype Make Model Cooktop Oven 1 Ranges Default New Main CooktopOven C Electric Electric FI Not Conv MISC ELECTRICAL LOADS ID Type Screen Item Quantity Catagory Operating Location Schedule Off Standby 1 Misc Elec Simple Default 1 1 Main HERS201 1 9126/2014 7:06 PM EnergyGauge®!USRFSI3 v3.1 Page 6 of 6 r ' e Floridapo Jones Title:Jones Residence TRAY City: FL_MIAMI_INTL AP 379 NE 94th Street FLAsBuift Elec Util: EnergyGauge Default Miami Shores, FL, 33138- Gas Util: EnergyGauge Default Registration#: Run Date: Energy Uses Reference Home Proposed Home a-Ratio Heating 0.27 MBtu 0.63 MBtu 2.33 Cooling 22.27 MBtu 16.98 MBtu 0.76 Hot Water 1.27 MBtu 1.15 MBtu 0.91 Total 23.81 MBtu 18.76 MBtu 0.79 Building Loads Reference Home Proposed Home e.-Ratio Heating 0.62 MBtu 1.42 MBtu* 2.30 Cooling 56.96 MBtu 43.42 MBtu* 0.76 Hot Water 1.15 MBtu 1.04 MBtu* 0.91 Total 58.73 MBtu 45.88 MBtu 0.78 *normalized modified loads Glass/Floor Area: 0.189 Total Proposed Modified Loads: 45.88 PASS Total Reference Loads: 58.73 9126/2014 7:06 PAA ErtergyGauge@ USA-FlaRes2010/ Page 1 of 1 s- S stem 1 Ahu 1st Floor Summary Loads GLASS 0.910.6:Glazing-JONES RESIDENCE GLASS, u- 205.1 32692 0 8,159 8,159 value 0.9,SHGC 0.6 13A-4ocs:Wall-Block,board insulation only, R-4 board 1034.9 2,960 0 2,857 2,857 insulation,open core,siding finish 16ER-30: Roof/Ceiling-Under Attic with Insulation on Attic 344 220 0 319 319 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic with Radiant Barrier, Dark Tile, Slate or Concrete, R-30 insulation 22A-ph: Floor-Slab on grade, No edge insulation, no 124 3,367 0 0 0 insulation below floor,any floor cover, passive, heavy moist soil _ Subtotals for structure: 10,239 0 11,335 11,335 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 4,702 1,070 3,207 4,277 Infiltration:Winter CFM:64,Summer CFM: 14 1,416 511 228 739 Ventilation:Winter CFM:35, Summer CFM: 35 770 1,298 577 1,875 AED Excursion: 0 0 847 847 System 1 Ahu 1 st Floor Load Totals: 17,126 3,279 16,654 19,933 Supply CFM: 731 CFM Per Square ft.: 0.615 Square ft.of Room Area: 1,188 Square ft. Per Ton: 715 Volume(ft?)of Cond. Space: 11,880 Total Heating Required Including Ventilation Air: 17,126 Btuh 17.126 MBH Total Sensible Gain: 16,654 Btuh 84 % Total Latent Gain: 3,279 Btuh 16 % Total Cooling Required Including Ventilation Air: 19,933 Btuh 1.66 Tons(Based On Sensible+Latent) Rhvac is an ACCA approved Manual J and Manual D computer program.0 Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:1...1Load.rh9 Friday,September 26,2014,7:01 PM 4- a System 2 Ahu 2nd Floor Summary Loads �-' tri r<..; .�. _.... ..,:,•�� -�.'. - GLASS 0.9/0.6:Glazing-JONES RESIDENCE GLASS,u- 204.2 3,675 0 11,263 11,263 value 0.9,SHGC 0.6 13A-4ocs:Wall-Block, board insulation only, R-4 board 996.9 2,851 0 2,752 2,752 insulation,open core,siding finish 16ER-30: Roof/Ceiling-Under Attic with Insulation on Attic 981 628 0 910 910 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic with Radiant Barrier,Dark Tile,Slate or Concrete, R-30 insulation 22A-ph: Floor-Slab on grade, No edge insulation, no 63 1,711 0 0 0 insulation below floor,any floor cover,passive, heavy moist soil Subtotals for structure: 8,865 0 14,925 14,925 People: 2 400 460 860 Equipment 0 0 0 Lighting: 0 0 0 Ductwork: 3,862 728 2,601 3,329 Infiltration:Winter CFM:55, Summer CFM:28 1,219 1,056 470 1,526 Ventilation:Winter CFM:0,Summer CFM:0 0 0 0 0 System 2 Ahu 2nd Floor Load Totals: 13.946 2,184 18,456 20,640 4 Supply CFM: 839 CFM Per Square ft.: 0.856 Square ft.of Room Area: 981 Square ft.Per Ton: 570 Volume(ftp of Cond.Space: 8,982 Total Heating Required Including Ventilation Air. 13,946 Btuh 13.946 MBH Total Sensible Gain: 18,456 Btuh 89 % Total Latent Gain: 2,184 Btuh 11 % Total Cooling Required Including Ventilation Air. 20,640 Btuh 1.72 Tons(Based On Sensible+Latent) MOWm ;.,t+ 2.'•,''; ,', NM WA ow, d •`. Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per RCCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:t...1Load.rh9 Friday,September 26,2014,7:01 PM i1:11604, 000 Detailed Room Loads - Room 1 - Master Bedroom (Average Load Procedure z � n Calculation Mode: Htg.&clg. Occurrences: 1 Room Length: 25.0 ft. System Number: 1 Room Width: 10.0 ft. Zone Number. 1 Area: 250.0 sq.ft. Supply Air: 307 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 7.4 AC/hr Volume: 2,500.0 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 14 CFM Runout Air: 102 CFM Percent of Supply.: 4 % Runout Duct Size: 6 in. Actual Summer Vent.: 15 CFM Runout Air Velocity: 521 ft./min. Percent of Supply: 5 % Runout Air Velocity: 521 ft./min. Actual Winter Infil.: 24 CFM Actual Loss: 0.174 in.wg./100 ft. Actual Summer Infil.: 5 CFM W,alw"1111111, N-Wall-13A-4ocs 14.6 X 10 111 0.143 2.9 318 2.8 0 306 S-Wall-I3A-flocs 14.6 X 10 116.2 0.143 2.9 332 2.8 0 321 W-Wali-13A-4ocs 16.6 X 10 144.2 0.143 2.9 413 2.8 0 398 N-GIs-GLASS 0.9/0.6 shgc-0.6 35 0.900 18.0 630 26.2 0 918 100%S(2) S-GIs-GLASS 0.9/0.6 shgc-0.6 29.8 0.900 18.0 536 26.1 0 776 0%S W-GIs-GLASS 0.9/0.6 shgc-0.6 21.8 0.900 18.0 392 71.3 0 1,551 0%S UP-Ceil-16ER-30 25 X 10 250 0.032 0.6 160 0.9 0 232 Floor-22A-ph 46 ft..Per. 46 1.358 27.2 1,249 0.0 0 0 Subtotals for Structure: 4,030 0 4,502 Infil.:Win.:23.8,Sum.:5.1 458 1.142 523 0.183 189 84 Ductwork: 1,837 1,346 AED Excursion: 355 People:200 lat/per,230 sen/per. 2 400 460 Room Totals: 6,390 589 6,747 C:t...Uad.rW Friday,September 26,2014,7:01 PM OEM" 10 " ' ng,. Detailed Room Loads - Room 2 - Master Closet (Average Load Procedure Calculation Mode: Htg.&clg. Occurrences: 1 Room Length: 18.9 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 1 Area: 189.0 sq.ft. Supply Air: 76 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.4 AC/hr Volume: 1,890.0 cu.ft. Req.Vent.Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 5 CFM Runout Air. 76 CFM Percent of Supply.: 6 % Runout Duct Size: 5 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 556 ft./min. Percent of Supply: 5 % Runout Air Velocity: 556 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.254 in.wg./100 ft. Actual Summer Infil.: 2 CFM _"=_ Illr I= ?1 N 7✓ ' 1f' vsE" Ya Tf'- 3 N-Wall-I3A-flocs 16.1 X 10 128.1 0.143 2.9 366 2.8 0 354 N-GIs-GLASS 0.9/0.6 shgc-0.6 32.9 0.900 18.0 591 26.2 0 862 100%S Floor-22A-ph 16 ft Per 16 1.358 27.2 435 0.0 0 0 Subtotals for Structure: 1,392 0 1,216 Infil.:Win.:8.4,Sum.: 1.8 161 1.143 184 0.186 66 30 Ductwork: 636 332 AED Excursion: 88 Room Totals: 2,212 66 1,666 C:1...1Load.rh9 Friday, September 26,2014,7:01 PM z E Detailed Room Loads - Room 3 - Vestibule (Average Load Procedure Calculation Mode: Htg.&clg. Occurrences: 1 Room Length: 8.5 ft. System Number. 1 Room Width: 10.0 ft. Zone Number: 1 Area: 85.0 sq.ft. Supply Air: 0 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.0 AC/hr Volume: 850.0 cu.ft. Req.Vent.Clg: 0 CFM Number of Registers: 0 Actual Winter Vent.: 0 CFM Runout Air: 0 CFM Percent of Supply.: 0 % Runout Duct Size: 0 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 0 % Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM Subtotals for Structure: 0 0 0 Infil.:Win.:0.0, Sum.: 0.0 0 0 0 0 0 0 Room Totals: 0 0 0 C:t...1Load.rh9 Friday,September 26,2014,7:01 PM Y isF w- m- Detaiied Room Loads - Room 4 - Powder Room (Average Load Procedure) _.:v ;.` .,-H, ?r.`,' .. '.. Mc,: Calculation Mode: Htg. &cig. Occurrences: 1 Room Length: 4.7 ft. System Number. 1 Room Width: 10.0 ft. Zone Number: 1 Area: 47.0 sq.ft. Supply Air: 0 CFM Ceiling Height: 10.0 ft. Supply Air Changes: OA AC/hr Volume: 470.0 cu.ft. Req.Vent.Cig: 0 CFM Number of Registers: 0 Actual Winter Vent.: 0 CFM Runout Air. 0 CFM Percent of Supply.: 0 % Runout Dud Size: 0 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 0 % Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.000 in.wg.1100 ft. Actual Summer Infil.: 0 CFM Subtotals for Structure: 0 0 0 Infil.:Win.:0.0,Sum.:0.0 0 0 0 0 0 0 Room Totals: 0 0 0 C:1...XLoad.rh9 Friday,September 26,2014,7:01 PM Detailed Rooth Loads - Room 5 - Master Bath Avera a Load Procedure Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 9.4 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 1 Area: 94.0 sq.ft. Supply Air: 56 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 3.5 AC/hr Volume: 940.0 cu.ft. Req.Vent.Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air. 56 CFM Percent of Supply.: 4 % Runout Duct Size: 4 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 637 ft./min. Percent of Supply: 5 % Runout Air Velocity: 637 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.456 in.wg.1100 ft. Actual Summer Infil.: 1 CFM W-Wall-13A-flocs 8.6 X 10 77.6 0.143 2.9 222 2.8 0 214 W-GIs-GLASS 0.910.6 shgc-0.6 8.4 0.900 18.0 151 71.3 0 597 0%S UP-Ceil-16ER-30 9.4 X 10 94 0.032 0.6 60 0.9 0 87 Floor-22A-ph 9 ft..Per. 9 1.358 27.2 244 0.0 0 0 Subtotals for Structure: 677 0 898 Infil.:Win.:4.5,Sum.: 1.0 86 1.140 98 0.186 35 16 Ductwork: 313 244 AED Excursion: 64 Room Totals: 1,088 35 1,222 C:t...iLoad.rh9 Friday, September 26,2014,7:01 PM Ons wo Ma -- Detailed Room Loads - Room 6- Stud (Average Load Procedure Eff g , Calculation Mode: Htg. &cig. occurrences: 1 Room Length: 24.9 ft. System Number. 1 Room Width: 10.0 ft. Zone Number. 1 Area: 249.0 sq-ft. Supply Air: 259 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 6.2 AC/hr Volume: 2,490.0 cu.ft. Req.Vent.Cig: 0 CFM Number of Registers: 3 Actual Winter Vent.: 10 CFM Runout Air- 86 CFM Percent of Supply.: 4 % Runout Duct Size: 5 in. Actual Summer Vent.: 12 CFM Runout Air Velocity: 632 ft./min. Percent of Supply: 5 % Runout Air Velocity: 632 ft./min. Actual Winter Infil.: 18 CFM Actual Loss: 0.329 in.wg./100 ft. Actual Summer Infil.: 4 CFM E-Wall-13A-4ocs 2.7 X 10 27 0.143 2.9 77 2.8 0 75 S-Wall-13A-flocs 16.5 X 10 119.4 0.143 2.9 342 2.8 0 330 W-Wall-13A-4ocs 15.2 X 10 120.2 0.143 2.9 344 2.8 0 332 S-GIs-GLASS 0.9/0.6 shgc-0.6 36 0.900 18.0 648 26.1 0 940 0%S(2) S-GIs-GLASS 0.9/0.6 shgc-0.6 9.5 0.900 18.0 172 26.1 0 248 0%S(2) W-GIs-GLASS 0.910.6 shgc-0.6 31.8 0.900 18.0 572 71.3 0 2,267 0%S Floor-22A-ph 34 ft..Per. 34 1.358 27.2 923 0.0 0 0 Subtotals for Structure: 3,078 0 4,192 Infil.:Win.: 17.9,Sum.: 3.8 344 1.142 393 0.183 142 63 Ductwork: 1,400 1,135 AED Excursion: 300 Room Totals: 4,871 142 5,690 C:1...1Load-rh9 Friday, September 26,2014,7:01 PM Detailed FROM Loads - Room 7- Bottom Stair(Average Load Procedure Calculation Mode: Htg.&clg. Occurrences: 1 Room Length: 27.4 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 1 Area: 274.0 sq.ft. Supply Air: 34 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.7 AC/hr Volume: 2,740.0 cu.ft. Req.Vent.Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 4 CFM Runout Air: 34 CFM Percent of Supply.: 11 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 392 ft./min. Percent of Supply: 5 % Runout Air Velocity: 392 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.175 in.wg./100 ft. Actual Summer Infil.: 2 CFM N-Wall-13A-flocs 9.3 X 10 93 0.143 2.9 266 2.8 0 257 S-Wall-13A-flocs 9.8 X 10 98 0.143 2.9 280 2.8 0 270 Floor-22A-ph 19 ft..Per. 19 1.358 27.2 516 0.0 0 0 Subtotals for Structure: 1,062 0 527 Infil.:Win.:9.9,Sum.:2.1 191 1.141 218 0.183 79 35 Ductwork: 516 150 AED Excursion: 40 Room Totals: 1,796 79 751 C:1...XLoad.rh9 Friday,September 26,2014,7:01 PM { Detailed Roam Loads - Room 8- Bedroom 9 2nd FL (Avemgq Load Procedure Calculation Mode: Htg. &clg. Occurrences: 1% Room Length: 27.8 ft. System Number. 2 Room Width: 10.0 ft. Zone Number: 1 Area: 278.0 sq.ft. Supply Air: 311 CFM Ceiling Height: 8.5 ft. Supply Air Changes: 7.9 AC/hr Volume: 2,363.0 cu.ft. Req.Vent.Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air. 104 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 527 ft./min. Percent of Supply: 0 % Runout Air Velocity: 527 ft./min. Actual Winter Infil.: 17 CFM Actual Loss: 0.178 in.wg./100 ft. Actual Summer Infil.: 9 CFM PRIEW N-Wa 1-13A-flocs 17.1 X 8.5 133.2 0.143 2.9 381 2.8 0 368 E-Wall-13A-flocs 10.8 X 8.5 63 0.143 2.9 180 2.8 0 174 W-Wall-1 3A-4ocs 14.9 X 8.5 97.8 0.143 2.9 280 2.8 0 270 N-GIs-GLASS 0.9/0.6 shgc-0.6 12.2 0.900 18.0 219 26.3 0 320 100%S E-GIs-GLASS 0.9/0.6 shgc-0.6 28.8 0.900 18.0 518 71.3 0 2,053 0%S W-GIs-GLASS 0.9/0.6 shgc-0.6 28.8 0.900 18.0 518 71.3 0 2,053 0%S UP-Ceil-16ER-30 27.8 X 10 278 0.032 0.6 178 0.9 0 258 Subtotals for Structure: _ 2,274 0 5,496 Infil.:Win.: 16.8,Sum.:8.6 364 1.014 369 0.390 320 142 Ductwork: 1,012 963 People:200 lat/per,230 sen/per: 1 200 230 Room Totals: 3,655 520 6,831 C:1...1Load.rh9 Friday,September 26,2014,7:01 PM Detailed Room Loads - Room 9 - Bath 9 2nd FL (Average Load Procedure Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 6.4 ft. System Number 2 Room Width: 10.0 ft. Zone Number. 1 Area: 64.0 sq.ft. Supply Air: 34 CFM Ceiling Height: 8.5 ft. Supply Air Changes: 3.7 AC/hr Volume: 544.0 cu.ft. Req.Vent.Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air 34 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 389 ft./min. Percent of Supply: 0 % Runout Air Velocity: 389 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.173 in.wg./100 ft. Actual Summer Infil.: 3 CFM N-Wail-13A-4ocs 10 X 8.5 75.2 0.143 2.9 215 2.8 0 208 E-Wall-13A-flocs 6.2 X 4.2 26.3 0.143 2.9 75 2.8 0 73 N-GIs-GLASS 0.9/0.6 shgc-0.6 9.8 0.900 18.0 176 26.3 0 258 100%S(2) UP-Ceil-l6ER-30 6.4 X 10 64 0.032 0.6 41 0.9 0 59 Subtotals for Structure: 507 0 598 Infil.:Win.:5.1, Sum.:2.6 111 1.015 113 0.395 98 44 Ductwork: 237 105 Room Totals: 857 98 747 C:t...1Load.rh9 Friday,September 26,2014,7:01 PM Rt. ZIP ' < I. ...wa Detailed Room Loads - Room 10 - Bedroom 2 2nd FL (Average Load Procedure .:. ,.,,. r ��-�._ i: Calculation Mode: Htg. &cig. Occurrences: 1 Room Length: 30.7 ft. System Number. 2 Room Width: 10.0 ft. Zone Number: 1 Area: 307.0 sq.ft. Supply Air. 252 CFM Ceiling Height: 8.5 ft. Supply Air Changes: 5.8 AC/hr Volume: 2,609.5 cu.ft. Req.Vent.Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air. 84 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 617 ft./min. Percent of Supply: 0 % Runout Air Velocity: 617 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.313 in.wg./100 ft. Actual Summer Infil.: 8 CFM '01 W11 E-Wail-I3A-flocs 3 X 8., v... 5 25.5 0.143 2.9 73 2.8 0 70 S-Wail-13A-flocs 17.1 X 8.5 120.6 0.143 2.9 345 2.8 0 333 W-Wall-13A-flocs 17.7 X 8.5 111.6 0.143 2.9 319 2.8 0 308 S-GIs-GLASS 0.9/0.6 shgc-0.6 24.8 0.900 18.0 446 26.1 0 646 0%S W-GIs-GLASS 0.9/0.6 shgc-0.6 38.9 0.900 18.0 699 71.3 0 2,772 0%S(3) UP-Ceil-16ER-30 30.7 X 10 307 0.032 0.6 196 0.9 0 285 Subtotals for Structure: 2,078 0 4,414 Infil.:Win.: 14.8,Sum.:7.6 321 1.015 326 0.392 282 126 Ductwork: 921 783 People:200 lat/per,230 sen/per 1 200 230 Room Totals: 3,325 482 5,553 C:\...1Load.rh9 Friday,September 26,2014,7:01 PM r MIN Detailed Room Loads - Room 9 9 - Bath 2 2nd FL (Average Load Procedure Calculation Mode: Htg.&clg. Occurrences: 1 Room Length: 6.5 ft. System Number: 2 Room Width: 10.0 ft. Zone Number. 1 Area: 65.0 sq.ft. Supply Air: 46 CFM Ceiling Height: 8.5 ft. Supply Air Changes: 5.0 AC/hr Volume: 552.5 cu.ft. Req.Vent.Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air 46 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 527 ft./min. Percent of Supply: 0 % Runout Air Velocity: 527 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.314 in.wg./100 ft. Actual Summer Infil.: 2 CFM e1011 W-Wall-13A-flocs 8.8 X 8.5 66.4 0.143 2.9 190 2.8 0 183 W-GIs-GLASS 0.9/0.6 shge-0.6 8.4 0.900 18.0 151 71.3 0 597 0%S UP-Ceil-16ER-30 6.5 X 10 65 0.032 0.6 42 0.9 0 60 Subtotals for Structure: 383 0 840 Infil.:Win.: 3.5,Sum.: 1.8 75 1.016 76 0.388 66 29 Ductwork: 176 143 Room Totals: 635 66 1,012 C:l...\Load.rh9 Friday,September 26,2014,7:01 PM Detailed Room Loads - Room 92 -AC Closet FL 2 Avera a Load Procedure) PAMCalculation Mode: Htg. &clg. Occurrences: 1 Room Length: 4.5 ft. System Number. 2 Room Width: 10.0 ft. Zone Number: 1 Area: 45.0 sq.ft. Supply Air: 2 CFM Ceiling Height: 8.5 ft. Supply Air Changes: 0.3 AC/hr Volume: 382.5 cu.ft. Req.Vent.Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air. 2 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 25 ft./min. Percent of Supply: 0 % Runout Air Velocity: 25 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.001 in.wg./100 ft. Actual Summer Infil.: 0 CFM UP-Ceil-16ER-30 4.5 X 10 45 0.032 0.6 29 0.9 0 42 Subtotals for Structure: 29 0 42 Infil.:Win.:0.0,Sum.: 0.0 0 0 0 0 0 0 Ductwork: 11 7 Room Totals: 40 0 49 C:1...1Load.rh9 Friday,September 26,2014,7:01 PM 3 Detailed Room Loads - Room 93 - To Stairs FL2 (Average Load Procedure Calculation Mode: Htg.&clg. Occurrences: 1 Room Length: 22.2 ft. System Number: 2 Room Width: 10.0 ft. Zone Number: 1 Area: 222.0 sq.ft. Supply Air: 194 CFM Ceiling Height: 11.4 ft. Supply Air Changes: 4.6 AC/hr Volume: 2,530.8 cu.ft. Req.Vent.Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 97 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 494 ft./min. Percent of Supply: 0 % Runout Air Velocity: 494 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.157 in.wg./100 ft. Actual Summer Infil.: 8 CFM �j;Yfi ��• 9;' � w fi� Ty �A T N-Wall-13A-4ocs 10.4 X 1 10.4 0.143 2.9 30 2.8 0 29 E-Wall-13A=4ocs 21.4 X 7.6 136.2 0.143 2.9 390 2.8 0 376 S-Wall-13A-flocs 10 X 11.4 87.8 0.143 2.9 251 2.8 0 242 W-Wall-13A-flocs 21.4 X 2 42.8 0.143 2.9 122 2.8 0 118 E-GIs-GLASS 0.9/0.6 shgc-0.6 19.2 0.900 18.0 346 71.3 0 1,368 0%S(2) E-GIs-GLASS 0.9/0.6 shgc-0.6 7.2 0.900 18.0 130 71.4 0 514 0%S(2) S-GIs-GLASS 0.9/0.6 shgc-0.6 21.8 0.900 18.0 392 26.1 0 567 0%S S-GIs-GLASS 0.9/0.6 shgc-0.6 4.4 0.900 18.0 80 26.0 0 115 0%S UP-Ceil-16ER-30 22.2 X 10 222 0.032 0.6 142 0.9 0 206 Floor-22A-ph 63 ft..Per. 63 1.358 27.2 1,711 0.0 0 0 Subtotals for Structure: 3,594 0 3,535 Infil.:Win.: 15.2,Sum.:7.8 330 1.016 335 0.391 290 129 Ductwork: 17505 601 Room Totals: 5,434 290 4,265 RCIE iqW Engineerin .e6 S, C:t...\Load.rh9 Friday,September 26,2014,7:01 PM < U.S!DEPARTMENT OFHOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION i=OR it I1RAN OMFAhIY USE- Al. Building Owner's Name:WILLIAM J.JONES Policy Ntftber A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Comfy NA1C IWamber = 379 N.E.94TH STREET City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOTS 15,16&17 BLK 45 OF MIAMI SHORES SECTION 1 AMENDED PB 10 AT PAGE 70 FOLIO 11-3206-013-6130 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latkude/Longitude:Lat.25045'09" Long.-80°21'51" Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram NumberIA A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage NIA sq ft b) Number of permanent flood openings in the crawispace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION. B1.NFIP Community Name&Community Number B2.County Name B3.State VILLAGE OF MIAMI SHORES 120652 MIAMI-DADE FLORIDA B4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 12086C0302 L 9/11/2009 Effective/Revised Date Zone(s) AO,use base flood depth) 9/11/2009 X WA 1310. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date:WA ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,ARIA,ARAE,AR/Al-A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item AT In Puerto Rico only,enter meters. Benchmark Utilized N-603 ELEV.(7.70 FTl Vertical Datum: N.G.V.D.1929 Indicate elevation datum used for the elevations in items a)through h)below. ®NGVD 1929 ❑NAVD 1988 ❑Other/Source:WA Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 11.15 ®feet ❑meters b)Top of the next higher floor 21.22 ®feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) NIA ®feet ❑meters d)Attached garage(top of slab) NIA ®feet ❑meters e)Lowest elevation of machinery or equipment servicing the building 9.60 ®feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 9.65, ®feet ❑meters g)Highest adjacent(finished)grade next to building(HAG) 9.74 ®feet ❑meters h)Lowest adjacent grade at lowest elevation of deck or stairs,including structural support WA ®feet ❑meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.i certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001. X Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? X Yes ❑ No Certfier's Name ED PINO License Number 6771 ` y 71 Title PRESIDENT Company Name AMERICAN SERVICES OF MIAMI,CORP. Address 9370 SW 72nd S UITE A-102 City MIAMI State FL ZIP Code 33173 Signature Date December 9,2014 Telephone 305-598-5101 FEMA Form 086-0-33(7112) See reverse side for continuation. Replaces all previous editions. GLG1ftY11V1\VGRIII"INNIG� it t?i IMPORTANT: In these spaces,copy the corresponding information from Section A. FI?R 11SI:IU NCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 379 N.E.9e STREET City MIAMI SHORES State FLORIDA ZIP Code 33138 CompanlAIC Nutlber SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments HIGHTEST CROWN OF THE ROAD ELEVATION 10.18 FEET(NGVD 1929) -SHOWN LATITUDE&LONGITUDE WERE OBTAINED WITH A HAND HELD GPS UNIT. -SHOWN ELEV.FOR SHOWN ON C2(e)IS THE ELEV.OF THE LOWEST AIR CONDITIONER HOLDING STRUCTURE ,4tE Sig re I Date December 9,2014 SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C.For Items E1-E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of.slab)is • ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No•❑ Unknown.The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable Item(s)and sign below.Check the measurement used in Items G8-G10.In Puerto Rico only,enter meters. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4-G10)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments Cl Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 379 N.E. 94TH STREET City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. FRONT VIEW (12/8/2014) SIDE VIEW (12/8/2014) . : " I+Il >t M . T SIDE VIEW 2 (12/8/2014) REAR VIEW (12/8/2014) . tea.. " r FEMA Form 086-0-33 (7/12) Replaces all previous editions. SKETCH OF BOUNDARY SURVEY PSE TOTAL Rw SCALE: 1» = 25' LOCATION MAV SITE PICTURE SCALE: NTS 20.38'ALLEY .. ..... �X P Y' . A N D S V A A H o•U L 10 AB P h. I F.I P. •1' : '. _ 3 4' .'S• } 0 3 88 5 � 2 4• 3�. '1N• '3 •1.50. •�&� �• / ca 00 M R Q nd } �) (3 r Conc. 23.15' Planter 9.0, ,�•II�c `/ tov� _ 35.00 16.1 � � qal r or C, ELEV.11.00 .O L ) P 0 0 0.7'cl m 8SN Bv�p11 °J agw N ; s I P a rnczr RESIDENCE ai Q4.7'c✓ N o v\;m' 2 F.F.Elev. 11.10 —� N �, a �� .. ---- s 4.15' 19.25' 310.00' �� A. LLJ n n N. M�� an Ce o p✓vv � � 0 ��`TTled� 56.8' ( �,i v� 9.5 v v CL z 10.00 %Planted�;v v v g v Jacuzzi ��9w Pov`�`� vv�vvvvv z "v\Dol '�o n vvv vv.9.1' os :4✓�v3.5'�✓�vv� ck N ! 6 N v v�' . 00 rn • Q . Y� N A vvv tC in,uvin O 25.15 N m ina�- s•�� Planter `"� of��;,� T30 0 0 I I d I X14.5 C� oo E C� a 16.50 a r A�C a , :-- ±r . 30B SPECIFIC SURVEYOR NOTES: CD - " ' ( I 21.40 (2 X2) 9.0' N :..0 :: ,#-a ©THE PROPERTY DESCRIBED ON THIS SURVEY DOES NOT LIE WITHIN A SPECIAL.HAZARD AREA AS DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY:THE PROPERTY LIB WITHIN A �� 2 STY CBS ELEV.11.0 x.00• : n :}}}' �F• FLOOD ZONE OF TIS FLOOD INSURANCE RATE MAP IDENTIFIED AS COMMUNITY PANEL No 120652-302L WITH AN EFFECTIVE DATE OF SEPTEMBER 11,2009 BASE FLOOD ELEVATION N A C RESIDENCE }. V OF N/A FEET(HCVD) 04 (2 x2') c No.379 6.00' 15.0' °` :Q, : 19,200 • ®LAND AREA of SUBJECT PROPERTY: SF + .' M ELEV.9.50�5 r F.F.Elev. 11.15 I \ 17 , W, ®ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM(NGVD)OF 1929,AS PER MIAMI DADE COUNTY BENCH MARK No.N-603.WITH AN ELEVATION OF 7.70 FEET C Carport ®BEARINGS SHOWN HEREON ARE BASED ON AN ASSUME MERIDIAN OF PI.01.3MV.,BEING THE RECORDED BEARING FOR THE CENTERLINE OF N.E.4th AVE.,AS SHOWN ON PIAT BOOK 10 AT Z C4 p 24•.00 I N / \ N Z f PAGE 70 OF THE PUE IC RECORD OF MIAMI COUNTY FLORIDA. 0.6'cl I vs Porch GENERAL SURVEYOR NOTES: 17.20' Ip I .i.P. .' ' THE SHOWN LEGAL DESCRIPTION USED TO PERFORM THIS BOUNDARY SURVEY WAS PROVIDED BY THE CLIENT. , 2,J onrc M step 25.20' 43.30' (n0 cap) O� SIBRVEY IS BAS ON RECORDED INFORMATION PROVIDED BY CLIENT.NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY OUR DFFICG UNLESS OTHERWISE NOTED,AN EXAMINATION OF THE ABSTRACT OF TITLE WAS NOT DONE BY THE SIGNING SURVEYOR TO DETERMINE WHICH INSTRIUMENTS,IF ANY ARE AFFECTING THE SU83ECf >. PROPERTY. 83 9 O IO ND O THIS SURVEY IS EXCLUSIVELY FOR THE USE OF THE PARTIES TO WHOM IT WAS CERTIFIED. O a0 [ PURSUANT TO RILE 61617-6 OF THE FLORIDA ADMINISTRATIVE CODE THE EXPECTED USE OF LAND IS SUBURBAN,THE MINIMUM RELATIVE DISTANCE AOCIIRACY FOR THIS TYPE OF SURVEY LS 1 F p 9� N N { FOOT IN 7,500 FEET.THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATIONS OF CLOSED GEOMETRIC FIGURES WAS FOUND TO IXCEED THIS RE)U EMENT. Lab 4i c 8. ' I 9.0' 9 L { THERE ARE NO VISIBLE,ABOVE GROUND ENCROACHMENTS(a)BY THE 24PROVEMOM OF THE sLJBIECT��OOPEHI UPON ADJOINING PROPERTIES,STREETS OR ALLEYS,OR(b)BY THE C.B.S. IMPROVEMENTS THE ADJOINING PROPERTIES,STREETS OR ALLEYS UPON THE SUBJECT PROPERTY OfHER THAN THOSE SHOWN ON THIS BOUNDARY SURVEY. 40-4 .5' Sidewalk 150.00'(MBtR)' 588'S2 43"W °' `' : 3jap THERE ARE NO VISIBLE EASEMENTS OR RIGHT-Or-WAY OF WHICH THE UNDERSIGNED HAS BEEN ADVISED OTHER THAN THOSE SHOWN ON THIS SURVEY. (n0 Cap) THE MAP OF SURVEY IS INTENDED TO BE DISPLAYED AT THE SHOWN GRAPHIC SCALE IN ENGLISH UNITS OF MEASUREMENT.IN SOME CAS GRAPHIC REPRESENTATION HAVE BEEN EXAGERATED TO MORE CLEARLY ILLUSTRATE A PARTICULAR AREA WHERE DIMENSIONS SHALL HAVE PREFERENCE OVER GRAPHIC LOCATION. c 22' Grassed Po rkway THE ELEVATIONS(IF ANY)OF WELL-IDENTIFIED FEATURES AS DEPICTED ON THIS SURVEY AND MAP WERE MEASURED To AN ESTIMATED VERTICAL POSITIONAL.ACCURACY OF 1q,FOOT FOR NATURAL LQ t0 GROUND SURFACES AND&FOOT FOR HAR06CAPE SURFACES,INCLUDING PAVEMENT,CURBS,SIDEWALKS AND OTHER MANMADE STRUCTURES. L j M : THE SURVEYOR MAKES NO REPRESENTATION AS TO OWNERSHIP,PION OR OCCUPATION OF THE SUBJECT PROPERTY BY ANY ENTITY OR INDIVIDUAL 13.0' ANY FEMA FLOOD ZONE INFORMATION PROVIDED ON THIS SURVEY IS FOR INFORMATIONAL PURPOSE ONLY AND IT WAS OBTAINED AT W W W.FEMA.COM. �'. IF YOU ARE READING THIS BOUNDARY SURVEY I ........................................... . ..... .. . . ...... .... ........ .......... ................................................................................. ........ ...... ... .................................... ........................................................... ............................... .......• �• .....•••........................... ..�.•.. ....•••..... .....................•....•..........•....•.•..•....••...• •....•.•.••.•...............•. :::'�': SPECIFIED Dl N AN ELECTRONIC FORMAT,THE INFORMATION CONTAINED ON THIS DOCUMENT IS ONLY VALID IF THIS DOCUMENT 15 ELECTRONICALLY SIGN AS •.21 Asphalt Pavement:. ::::::. ::. . :::::::::. .::: :::::::::::.: ::. ::. O IN CHAPTER 53-17.062(3)OF THE FLORIDA ADMINISTRATIVE CODE.IF THIS DOCUMENT IS IN PAPER FORMAT,IT IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAID SEAL.of ...... .. .............................. . ................................. ................... ...............................................::::::::. '�O..... THE PROIONAL LAND SURVEYOR AND MAPPER OF RECORD. ..... . .................................................... .................................. .... ........ ENCROACHMENTS AND OTHER POINTS OF INTEREST: .................................... ..------ ":::::,'.,T..... 75 TOTAL : LEGAL t)BatIP7TON: -THERE ARE NO VISIBLE ENCROACHMENT OF THE SUBJECT PROPERTY X NOTE 1 THE SUBJECT PROPERTY IS WITHIN A FLOOD ZONE SBE U B C LOTS 1516 AND 17 4 ( ) P u R w•� OF MIAMI SHORES SECTION Nal ACCORDING T N N .E. 4 0 THE PU1T THEREOF AS 9 th T. THE THE SI83ECr PROPERTY S .THERE ARE NO PLATTED LJiIL EASB4L9•fr ON.... ••..*.*..*.7.'.V.*.*.,: .........•••.. .......•.....•................•............•..•••..••..................••................... RECORDED IN PLAT BOOK 10 AT PAGE 70,�THE PUBLIC RECORDS OF MIAMI-DADS COJNTY,FLORIDA. ......................................... ........................................................... ABREVIATION(IF ANY APPLIED) I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF"BOUNDARY SURVEY'AND THE SURVEY MAP RESULTING THEREFROM OF THE ABOVE DESCRIBED PROPERTY IS A TRUE AND CORRECT REPRESENTATION A-ams P/IT-PNNR.Y SURVEYOR'S LEGEND(IF ANY APPLIED) OF A FIELD SURVEY MADE UNDER MY DIRECTION AND MEETS THE INTENT OF THE APPLICABLE PROVISIONS OF THE'MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA' _IRA al0i10R10 IRI P°8-PONT OF BEOaWL OX * P.=-Pan a momrs0oIT PURSUANT TO RULE 5]-17 OF CODE AND ITS IMPLEM7ENTED LAW, ..................................... P.C. PONT OF CL n T= BOUNDARY LINE ® CATCH BASIN THE FIARIDA ADMINISTRATIVE CHAPTER 472.027,OF THE FLORIDA STATUTES. B!//on.-am CCNRA P1 PCNT a Nistsm- ,1 CAUR B w PD..PUM Pea (aIX'•) O MU1NHd.E CCAM PAY_ a�LWALL O.E. Ascan Sees of Tam Corp �N cor-caasu PM_PONT s TAVNM L WILLIAM J.JONES L L Cq DAL-GRANA RRRT.[ASFi2Rf neo. ROZ.L METAL FEIJCv POWER POLE a a-MUM RMYYY L ELM as RM "` °°� """ "' Consulting Engineers . Planners . Surveyors �: VAN..OtY. R/•-MW OF p1 CHAIN LINX PSE p OIG.O>aMNNFM REO..SMIM d HANDICAP SPACE FA/R.raRm anR,.RPR LOA-seT vu Rac ®wOpp DEi]CJOOCK pp.' o: Ed Vino FA-"M RYm.RI RA/D.RRT R.t.RO Nq SITE ADDRESS: 379 N.E.94th STREET,MIAMI SHORES,La..33138 9360 S.W. 72nd Street Suite 200 FA/o.saRo,R.d.Im asc RIA..sRT• PM ®ASPHALTED AREAS j f HANDICAPSPACE P I l7 VEYOR FJ.P..I ON PPL RAA.eR RER.R Joe NUMBER: : MAY Miami, Florida, 33173 ` R:Ala) 771 rs-rawm RPNE srr-sTORT Lr', �BETE -- ^"EASEMENT LINE DA ��-M ;.c._ "RNN ®r Iocs«e PAVERS H WATER VALVE DATE SURVEY: MAy 17,zo14 LB 6683 PH (305) 598-5101 FAX (305) 598-8627 SUR �:m ocean ea sr� ®ROOPEDAREAS N TV{ABLE80Df sm�LM FO.IONLUMBER: i1-3206-n13.6L30 RAR-Nn m at.tt { ®WATER LEDGE OF WATER) WM WATER METER ASOMIAMI.COM DATE: MAY 23,2014 M ti IS—DA Femando Azcue P.E. License N2 65521 STRUCTURAL A.S.D.Consulting Engineers,Inc 17318 5 W. 1A2N0 PL Mi A tet, F 3317; PNEINE 17867 3S1 3663 fAY (786,878 555 W W W.ASOCQNSENG.006e Structural Calculations PROJECT NAME: JONES RESIDENCE 379 North East 94TH ST Miami Shores, FL 33138 r Fernand a PE Lic No:65521 Date: 05-27-15 ` TABLE OF CONTENTS : Content: Page MASTER BEDROOM RAFTERS 1-2 RAFTERS REACTIONS 3-4 CONNECTORS 5-7 MASONRY WALL 8-9 SIDE OF OPENING 10-13 FOUNDATIONS 14-15 JONES Residence Calculations page 2 2.. ,� 2 ASD CONSULTING ENGINEERS Title Job# 4705 SW 143 AVENUE Dsgnr: Date: MIAMI, FLORIDA 33146 Description Scope., Rev 5=1 Timber Beam & Joist Page 1 Description Master BR Rafter Timber Member Information 2-2xg Timber Section 2-2X8 Beam Width in 3.000 Beam Depth in 7.250 Le:Unbraced Length it, 7.00 Timber Grade ;wjffiem Pine,No.2 Fb-Basic Allow psi'l 1,200.0 Fv-Basic Allow psi'. 175.0 Elastic Modulus ksl; 1,600.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status Repetitive —----------------- Center Span Data Span ft, 15.00 Dead Load Nftl 50.00 Live Load #fit 60.00 -- - Results Ratio 0.8654 -------- Mmax @ Center in-k! 37.12 @X= t: 7.50 fb:Actual psi 1,412.6 Fb:Allowable psil 1,632.3 Banding OK fv:Actual psi! 52.3 Fv:Allowable psi, 175.0 Shear OK Reactions @ Left End DL lbs' 375.00 LL lbs, 450.00 Max.DL+LL lbs; 825.00 @Right End DL lbs 375.00 LL lbs 450.00 Max.DL+LL lbs 825.00 Deflections Center DL Dell in', -0.374 L/Defl Ratio 481.8 Center LL DO in -0.448 L/Defi Ratio 401.5 Center Total Defi in -0.822 Location it 7.500 L/Defl Ratio 219.0 KW-0600,Ver 5.0.6,1 5-Jul-1 998,Wn32 J 4 's 7- pal IT 650- A-4 rc) T o e. 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YxiN 5 ,�. rrr`. kms"yn.Cl wa' •;'d7 �.¢ ---,� tr'.'?;�`a { - v�? ; w a B �! 4 �f�� 2�Y � z �"fj n`s` iy`j yF kp iE S . In nt?:�we. a;�J1`�`'" x9'Yfsrs vx-n .it sL "an'r` �r : t-t , .4�f TIt Ht 4 s c4 �.;•�� .�_�.�__. r vu Ware .- - ' &f t` 71 1 -:1 •' ! � t�� sl :'1 X1'1 :'f //.1 1 ,✓1'f :f f i it 1 1 :f ti-:1 1 1 1 1 :/f t .'t f r�S�ir�+ Ya:U .Y:rl ':'1 ,:•) to-1 .:1 1 t:' 1 1 ! F 1 1 i.., 1 K`.1 1 /•t 1 ,ill [1 � �i4.Y��y 'Y! 1 ..lCy f • 1 i'/1 1 /1.1 ®,� M .�(l :'f "t:a 1'.'1 "1�1 ':�1 1 •1 t { �{I� T:aTf K'� .Y!r l %1 f .'!TI 'C'�1 1 ;y�i Nr'sy r � y • .ia t R t�� h r f a� 4�fS7,i?t iw: ��J- . �M . , �` 3 ASD CONSULTING ENGINEERS Title: Job# 7 4705 SW 143 AVENUE Dsgnr: Date: MIAMI, FLORIDA 33145 Description Scope: Rev.Bowl Masonry Wait Design Page I ' Description BW540 General Information Wali Height 9.60 ft Seismic Factor 0.0000 F'm 1,500.0 psi Parapet Height 0.00 ft Calc of Em=fm900.00 Fs 24,000.0 psi Duration Factor 1.000 Special Inspection Thickness 8.0 in Wall Wt Mult. 1.000 Grout @ Rebar Only Rebar Size 5 Lightweight Block Rebar Spacing 40 in Equivalent Depth to Rebar 3.810 in @ Center Solid Thickness 4.700 in Loads Uniform Load Concentric Axial Load Wind Load 50.000 psf Dead Load 500.000#/ft Dead Load 0.000#/ft Live Load 0.000#/ft Live Load 0.000#/ft Load Eccentricity 0.000 in Roof Load Roof Load Design Values E 1,350,000 psi Rebar Aree 0.093 in2 np 0.04370 i 0.91495 n: Es/Em 21.481 Radius of Gyratior 2.521 in k 0.25514 2/ki 8.56756 Wall Weigh- 50.000 psf Moment of Inertia 358.350 in4 Max Allow Axial Stress=0.25 fm(1-(h/140r)"2)*Spinsp= 335.04 psi Allow Masonry Bending Stress=0.33 fm*Spinsp 495.00 psi Allow Steel Bending Stress: 24,000.00 psi Load Combination&Stress Details Summary Axial Bending Stresses Axial Maximum: Moment Load stool Masonry Compression /Fir fa/Fa Top of Wall in-# lbs psi psi psi fa/Fs DL+LL 0.0 500.0 0.0 0.0 8.87 0.0265 DL+LL+Wind 0.0 500.0 0.0 0.0 8.87 0.0265 DL+LL+Seismic 0.0 500.0 0.0 0.0 8.87 0.0265 Between Base&Top of Wall DL+LL 0.0 740.0 0.0 0.0 13.12 0.0392 DL+LL+Wind 6,912.0 740.0 21,320.4 340.0 13.12 0.8884 DL+LL+Seismic 0.0 740.0 0.0 0.0 13.12 0.0392 Summary Wali Design OK 9.60ft high wail with 0.00ft parapet, Lt Wt Block w/8.00in wall w/#5 bars at 40.00ino.c. at center Governing Load Combination is.... Dead+ Live+Wind Between Top& Bottom Masonry Bending Stress 339.96 psi Steel Bending Stress 21,320.44 psi Masonry Axial Stress 13.12 psi Combined Stress Ratio 0.8884< 1.0000 (allowable) (c)1983-98 ENERCALC 0"600,Ver 5.0.6,15-Ju1-1998,Win32 ASD CONSULTING ENGINEERS Title: Job# 4705 SW 143 AVENUE Dsgnr: Date: ,MIAMI, FLORIDA 33145 Description Scope: Rev:50W01 Masonry Wall Design Page 2 Description BW540 Final Load&Moments Wall Weight moment @ Mid Ht 240.00 lbs Wind Moment @ Mid Ht 6,912.00 ink Seismic Moment @ Mid Ht 0.00 in-# Dead Load Moment @ Top of Wall 0.00 in-# Dead Load Moment @ Mid Ht 0.00 in-# Total Dead Load 500.00 lbs Total Live Load 0.00 lbs Live Load Moment @ Top of Wall 0.00 in-# LiveLoad Moment @ Mid Ht 0.00 in-# Maximum Allow Moment for Applied Axial Load= 7,780.70 in-# Maximum Allow Axial Load for Applied Moment= 18,896.12 lbs (c)1983-98 ENERCALC -- ---— -_- KW-0600,Ver 5.0.6,15-Ju1 1998,Win32 P{/ ��ii I 311 2 rev 6! Project Name:Jones residence Date:09/25/14 `00l1t �ttitl .; % 1; ..:. _va�Q 1 A t r�Nt 1 IM:= 267 Moment in Masonry(lbs ft) Axial in Masonry(lbs) Height of Wall (ft) It:= 7.621 Thickness of Wall(in) Width of Wal I (in) Distance to steel (in) As:= 0. Total Area Steel in Wall (in� fm:= 1500.Oq Specified Compressive strength of Masonry(psi) Fs:= 24000.0 Allowable reinforcement stress (psi) Es:= 29000000-01 Modulus of Elasticity of Steel (psi) Lf:= 1,0 Load Duration Factor...........Wind=1.00 /G Em:= 900 fmr &,Modulus of Elasticity tr.�,r . f Masonry(psi) ES Modular Ratio n:= Em Jb-t' r:= 12 Radius of Gyration (in) b•t 11 e 1' fig; fa:= P Compressive stress in b•t ° " Masonry due to axial load Alone(psi) 2 Fa:= 0.25•fm• 1 - h•12 ) ] 140•r r,... ,: Allowable compressive 70•r)2 stress due to Axial load (h•l2r 0.25•fm• if h•12 >99 Alone(psi) Compression= "N.G." m � "OK" if fa 5 Fa P := Fa-(b-t) Allowable Axial a load Alone(lbs) ' � � ��► fes'.{' Fb= min(0.33•fm,2000) Allowable bending stress due to Flexure Only(psi) F'b:= Fb 1 fa Maximum Allowable Lf-Fa r , fig .J J Stress in Masonry due to flexure Load Alone(psi) As P b.d k:= 42p.n + (p•n)2- p•n - 1 - k 3 kd:= k•d in f - 2M•12 b: psi j•k•b•d2 Maximum Allowable a 2.12 t Moment in Masonry due to flexure Load Alone(psi) Allowable Moment in Mb' 2.12 .�� ;.; Masonry due to Combined Axial & Flexure Loads (psi) STRESSmasonry:_ "N•G•" r� "OKI' if F'b z fb za: r.; I, , ,. , off fs'= Psi As•j d STRESSsteel:_ "N.G." ,I,q �( ,y "OK" if Fs-Lf z fs WE�r , t s! f TA- 1,SD x 0•67x 2k 4•�F2 .� �g� 42 = 5 9 '2 l R x 4.,S ,* 4. 4-Z = coq u � U u 1982 12. 5 x b -sz TABLE OF CONTENTS: Content: Page WIND CALCULATIONS 1-4 COVERED TERRACE 5-12 TRELLIS 13-17 EYEBROW 18 (j- Jones Residence Calculations l WIND CALCULATICIML COMPONENTS A AND CLADDING Codi;ASCE 7.10 Bmfc Wind Speed,V=175 MPH Occupancy Catnory,ti Exposure;C Kda0.85 Componer►cs and Cbdft DesipvAnd pressures P-qh((GcA)—{Gf,001 qh=0.00256 Ka Kxt Kd V' U4.85 ud15 It `ratite 30.3-1) Xd&0.85 Ksta1.0 V=175 MPH qh=0.00256. 0.8;,1.0 s 0.85 s 1752 9h-56.6 PSF External Pressure CoeffldenM Kp. (Wall) o-GC�m816 Effective Wind Area Zone 4 zone S POSetiaae k five Pasitive ,to SF +1.0 _.1.1 silt SAO 15 5F +097 -1.07 +0.97 -L34 2.0 SF m^ .+0.95 -1.05 +0.95 3 29 30 SF +0.92 80 SF 5+0SF +0 88 0.98 #D.ffi0 -1.15 GCpi--io.18(interred Pressure Coetkientp 1 Design Wind Pressure:p-qh((GCV)—(GCpi)1 UftbrAft Well Wind Pmmre Effective Area Zane 4 Zone S Pos6Rivap atsw�e Positive I Ne Live 10 S9 +67 72 +57 i90 l5 Sf +65 •11 +SS -8_6_ 209 +S4 70 +fi+1 —r -83 30 Sf +62 -68 +62 -80 40 SF +61 66 +61 -78 50 Sf +GD 4 *N -75 AIWWWS WOO Effecthm Are Zone 4 zww S P+ the attve Positiw Nwfte 10 Sf +40 -43 +40 •S4 1S SF +3943 +39 52 20 Sf +38 1 42_ r38- -50 305f i+37 -41 +37 48 40 SF 437 -40. +37 .47 SO Sf +36 -40 +36 -45 External Pressure Caefftclents,GCO. (Roof) Effeutive Wind area(SF) GC Roo Zone itorte 2 t zone 3 Posikive aSi :. ios;ve ! ttve Positive Ne tive I0 *0.50 0.90 +0,50 -1.70 +0,50 -2.60 20 +OAS 4:86 *c.+m -1,52 +0.45 -2.40 30 +0.40 -0.85 +0.40 -1.42 +0.40 -2.32 50 +0.38 -0.30 40-M •1.32 +0.38 •2.19 -.100 40.30 •0:d0 +0.30 •1..20 +JLSO -2.00 2 .Desfan Wind Pressure:p=qh[(GCp)--(r;Cpi)J(trcluchng interior' + Ultimate Roof Wind Pressure(PSS F Includi intercor Effective area(5f} Zone i zone 2 ?.dram 3 Positive Negative Positive Negative Positive 10 +39 -81 +39 -107 +39 -157 20 +35 -59 +35 -96 +35 .146 30 +33 -58 +33 90 +33 -141 so +32 -SS +32 •85 +32 -134 100 +27 1 -55 t +27 1 -78 +27 -323 Allowable Roof Wind Pressure kncludim interior Effective Area(SP) Zone 1 Zona 2 Zone 3 Positive Neffafte Positive Nega ave Positive Neptom 10 +23 -37 +23 -64 +23 -94 20 +21 -35 +21 -58 +21 -88 30 +20 -35 +20 .5$ +20 -95 SO +29 -33 +19 -51 +19 -80 1011 +16 -33 +16 47 +16 1.74 3 r M) tv OAMOW 22,f- s :.fir^ � . ata �„ ,,,= 18";0 0 .0 �. to py Response to Comments To: Miami Shores Village Buikg` Date: May 7th, 2015 Department From: cube2 (architecture+d ign), inc.` oject Name: Jones Residence Jorge Alberto Pern AIA,NCA EC" LEED®AP, Subject: Response to Co eiits roject No: 2014-37 Miami Shores Village Building. De artrnen�t 10050 NE 2nd Avenue - Miami Shores, FL 33138 Jones Residence 379 North East 94h Street Miami Shores, FL 33138 Miami Shores Village Plans Process Number: RC 14-2759 Response to Comments Project Number 2014-37 Dear Sirs: Our response to all comments are both graphic (drawings) as well as written. This 8.5 x 11 inch format shall constitute our written response along with those of our engineering consultants'. Comments have been formatted along with the response, in italics, immediately below the City's comment. Division: BUILDING Plan Page: N/A Item No: 1 Category: Building Remarks: DERM, Impact fee section and Health Department approval required. Response: Please see approval stamps. Plan Page: N/A Item No: 2 Category: Building Remarks: Sheet A-002, Site plan. Show the locations of the utilities providing service to the building including the on-site sewage disposal system. Response: Please see new survey. Plan Page: NIA Item No: 3 Category: Building Remarks: Sheet A-101. Reflect the required foundation for the new 5' garden wall and provide a cross section. Response: Please see Revision 2. Plan Page: N/A Item No: 4 Category: Building Remarks: Detail A-5, sheet A-402. Top of footing should be 8" below grade. Response: Please see Revision 2. Plan Page: N/A Item No: 5 Category: Building Remarks: Sheet A-101 Specify the size of the opening between the living room and the vestibule. 3'MIN. required. Response: Please see Revision 2. Division: Structural Plan Page: N/A Item No: 1 Category: Structural Remarks: Provide structural calculations Response: Please see attached calculations. Plan Page: N/A Item No: 2.a Category: Structural Remarks: A-401 Indicate span of the rafters. Response: Please see Revision 2, Sheet S-102 Plan Page: N/A Item No: 2.b Category: Structural Remarks: Design the connections of the masonry. Provide detail. Response: Please see Revision 2, sheet S-103 y Plan Page: N/A Item No: 2.c Category: Structural Remarks: Provide the base plate connections details of the HSS columns. Response: Please see Revision 2, sheet S-103. Plan Page: N/A Item No: 2.d Category: Structural Remarks: Provide details or arch beam RB-1. Response: Please see Revision 2, sheet S-101. Plan Page: N/A Item No: 2.e Category: Structural Remarks: In section D2, windows are shown. On plan view they are not shown. Response: Please see Revision 2, Sheet S-102. Those are existing to remain. These are not in scope. Plan Page: N/A Item No: 2.f Category: Structural Remarks: Provide details of HSS column wrapping. Response: Please see Revision 2, sheet S-101. Plan Page: N/A Item No: 2.g Category: Structural Remarks: Provide a vertical sectional details of SC1 and masonry rebar. Response: Please see Revision 2, sheet S-103. Plan Page: A-101 Item No: 3 Category: Structural Remarks: Roof plan and details of master bedroom not provided. (Incomplete submission). Response: Please see Revision 2, Sheet S-101. Plan Page: N/A Item No: 4 Category: Structural Remarks: Provide structural notes—code references, design load criteria, wind load parameters, soil statement and material characters. Response: Please see Revision 2, sheet S-101. Plan Page: N/A Item No: 5 Category: Structural Remarks: Please address these comments on separate structural sheets. Drawings and calls shall be prepared by a structural engineer because this is not coincidental to architectural scope of services per chapters 471 and 481 of Florida Statues. Response: Please see Revision 2, sheets S-101, S-102, S-103. 5450 Griffin Road,Suite A—Davie,FL 33314 - RCI Tel..954 680 26 —Fax.954 414 9393 Y m n I www.rdeng.com rr- Respon to Comments May 5,2015 Miami Shores Village Building Department 10050 NE 2 Avenue Miami Shores,FL 33138 Permit No: RC-14-2759 Comments Date: 12/30/2014 Owner Name: William Jones Property Address: 379 NE 94 Street,Miami Shores,FL 33138 Gentlemen: This letter is in response to the Building Department comments for the above referenced project.Any comments not included below to be addressed by others. Plumbing: Comment#1:As per MD Ch 8-10 show the location of all applicable utilities.This shall include but not limited to sewer,sewer lateral,water meter,water service and any gas lines or tanks on property. Res e:Site plan has been added showing approximate locations of existing water meter and service pipe.No gas was observed on site,nor is included in the scope.The sewer for the new powder room is shown on the floor plans to extend outside the building;see septic system plans by others for continuation. Comment 2:Provide onsite treatment and sewage disposal system,show location of tank and drainfield. Response:Septic system pians by others. Comment#3:Health department approval required for onsite sewage disposal. Response:Septic system plans by others. Comment#4:Provide type,size and location of water heater. Response:Existing water heater type,size and location have been added to the floor plan. Comment#5:Water heater equipment efficiencies shall be in accordance with Ch 4,FBC EC. Response:The water heater is existing to remain;efficiency is irrelevant per FBC EC 101.4.1. Comment :Size of water service pipe.The water service pipe shall be sized to supply water to the structure in the quantities and at the pressures required in this code. Response:Existing 5/8"domestic meter and 3/4"main shown.Existing house had 17DFU;after adding one new powder room,new count is 18 DFU.DFU count is per FBC Residential Table P3004.1. RCI Engineering,Inc. Page 11 • Comment#7:Shower control valves.Individual shower and tub/shower combination valves shall be equipped with control valves of the pressure-balance,thermostatic-mixing or combination valve types with a high limit stop in accordance with ASSE 1016 or CSA 13125.The high limit stop shall be set to maximum 120°F.In-line thermostatic valves shall not be used for compliance with this section. ResRqnse The shower is existing to remain.Nonetheless,P-101 has been updated to show that the contractor shall field verify proper operation of the existing thermostatic valve and directly replace if necessary. Comment#8:Provide points of connection for hot and cold water supply. Response:Approximate connection point is shown on P-101 at the old wall location,which is being shifted+/-20"to the right,existing water piping to be extended accordingly.See also key notes 2&8. If you have any questions regarding these responses or the revised drawings,please contact our office. Sincerely 06 2015 an ell,P.E. Principal RCI Engineering,Inc. Page 12 M IAM bDADE AiYiI"ADE COUNTY o D NTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISIONv 5.2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA A . t idade. ov/econom CGI Windows&'Doors,Inc. 10100 NW 25 Street Miami,Fl.33172 N l: SCOPE: `fie This NOA is being issued under the applicable rules and regulations IiMrning 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 be 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. REK 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 11238"Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Aluminum Casement Wdw. (L.M.I.)",sheets 1, 1.1,2,3,4,5, 5.1,6 and 7 of 7,dated 12/04/98,with revision I dated 04/25/1.4,prepared by AI Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Section 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 application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change- in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall-be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA#12-1220.14 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.14-0506.01 rstas�acaoE couivnr Expiration Date: October 26,2018 ` t Approval Date: June 26,2014 q1I Page 1 L • CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED M A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series 238 Aluminum Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, S, 5.1, 6 and 7 of 7, dated 12/04/98, with revision I dated 04/25/14, prepared by Al-Farooq Corporation, signed and sealed by Javad 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 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by.Certified Testing Laboratories, Test Report No. CTL-3009WB,dated 03/24/14, signed and sealed by Ramesh C. Patel,P.E. 2. 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 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLOSF-1109.01-12,dated 11/20/12,signed and sealed by Henry Hattem,P.E. (Submitted under previous NOA #121220.14) 3. 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 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Repofts No. HTL-0080- 0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA #081010.02) Product Con of E miner NOA -0506.01 Expiration Date: October 26,2018 Approval Date: June 26,2014 E-1 a CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTYNuw) 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 marked-up drawings and installation diagram of an aluminum outswing casement window,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No. HETI-08 2143,HETI-08 2144,HETI-08-4287 and HETI-07-4298,dated 06/27/08 and 07/17/08,all signed and sealed by Candido F.Font,P.E (Submitted under NOA #081010.02) 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 marked-up drawings and installation diagram of aluminum casement window,prepared by Hurricane Test Laboratory,Inc.,Test Reports No. RTL-0080-0303-96 and HTI.-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S.Marshall,P.E. (Submitted under NOA Is #96-11417.03 and#01-1002.03) 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 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041,dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted under NOA##96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 4/24/14,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(RER) Manueeraaeft,. Product Control Examiller NOA No.F4A%6.01 Expiration Date: October 26,2018 Approval Date: June.26,2014. E-2 CGI Windows&Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentryGIas@ InterIayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 03/28/13,expiring on 12/11/18. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-S''Edition(2014),.dated April 11,2014, issued by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24,2014,signed by Manuel Perez,P.E. 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and RTL-0080-0905-07 for specimen B and C,issued by Hurricane Test Laboratory,Inc.,dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA #48-1414.42) 4. Laboratory compliances letters for Test Reports No.HETI-08-2143, HET148-2144,HETI-08-4287 and HETI-07-4298,issued by Hurricane Engineering&Testing,Inc.,dated 06/27/08 and 07/17/08,all signed and sealed by Candida F.Font,P.E. (Submitted under NOA #08-1414.42) 5. Laboratory compliance letters for Test Reports No.HTL-0080-0303-96 and HTL-0080-1107-98,issued by Hurricane Test Laboratory,Inc.,dated 03/06/96 and 11/10/98,both signed and sealed by Timothy S. Marshall,P.E. (Submitted under NOA #96-0417.43 and 411042.43) 6. Laboratory compliance letters for Test Reports No.FTL-1003 and FTL-1041,issued by Fenestration Testing Laboratory,Inc.,dated 10/14/94, both signed and sealed by Yamil Kuri,P.E. (Submitted.under NOA #96-4417.43) G. OTHERS 1. Notice of Acceptance No. 12-1220.14, issued to CGI Windows&Doors,Inc.for their Series"238"Outswing Aluminum Casement Window-L.M.I.,approved on 03/21/13 and expiring on 10/26/18. Man el Per .E. Product Control exandner . NOA No.1 0566.01 Expiration Date: October 26,2018 Approval Date: Jane 26,2014 E•3 • GENERAL WINDOW SECTIONS WINDOW WIDTH _ FLANGE FRAME VENT WIDTH �u $ WW-2° D.L. OPG. 0 ` t WW-7" v MAX. TYP. 0 A HEAD SILL 7 CORNERS � LL 2 CAM LOCKS '' 9 ALL CK POINTS C = .=tFtF=��(µT-- � � �$ 0 mix Bi �+ W � 3 •/�' tt � �� SNUBBER O AT IMPACT WINDOWS ONLY4.i o •a _=7i t�"'-" °� 6 F V I OI I �/ t t IL SURFACE APPLIED 44 -- OPTIION &TINS ------ 17 FOR GLASS TYPES, REFER TO I � SHEETS 3 AND 4. 8 2e MAX. TYP. S t 7 2 3 D.L. OPG. D.L. OPG. J. 21/2' AT HEAD/SILL t' VENT WIDTH VENT WIDTH t° 'TYPICAL ELEVA7_10_N (FLANGE FRAME) WINDOW WIDTH t WINDOW WIDTH IN EXTERIOR t MULTI POINT LOCK C 3 MAXIM f LMR M�UtILTI POINT LOCK 98 A T'INTERLOCK! 'O RCA d LOCKS a o i { ALT. TO CAM LOCKS o d MAX. WDW. LOCK MAX, WOW. LOCK g '^ t HEIGHT POINTS HEIGHT POINTS i a t j 42" 2 386 2 630 3 580 3 t 8 I t I 840 4 74" 4 CoOR 'Will 1 2 THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. 7 SHUTTERS ARE NOT REQUIRED. �► .. .. INSTRUCTIONS: T t a g USE CHARTS AS FOLLOWS. NOTE=S: FOR MULLION/MULTIPLE UNITS, REFER TO DETERMINE DESIGN WIND LOAD REQUIREMENT BASED THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SEPARATE CGI MULLION N.O.A. DE STEP 1 DEWIND VELOCITY, BLDG. HEIGHT, WINO ZONE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ------ USING APPLICABLE ASCE 7 STANDARD. HURRICANE ZONE (HVHZ). 7FtA, dAV C ALI�4D F:ODiJCT RSV[S1LD SJEP SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD WOOD BUCKS BY OTHERS, MUbT BE ANCHORED PROPERLY TO TRANSFER CML as ornn t in %vith the Florids LOADS TO THE STRUCTURE. PE 1 70592 PY SCAPACI IY OF DESIRED GLASS STZE/TYPE. Iiu:kling Cods DAN. 5.% Acceptance No TEP USING CHART ON SHEET 6 SELECT ANCHOR OPTION ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS mtion Date '� ' wtTH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED EMBEDMENT M BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ii IN STEP t A60VE. AN PART OF LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE I A 2014 Miam adoFroductCon STEPIF ALUMINUM BUCK SYSTEM IS USED USE CHART ON r` r ° drawing no. � SHEET 7 TO DETERMINE CAPACITY. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. I''� ;"" W98--1QC} THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. SHALL APPLY TO ENTIRE SYSTEM. Sheet 1 of c WINDOW WIDTH 4,U g ' p VENT WIDTH WW-1 1/2- GENERAL WINDOW SECTIONS D.L. OPG. P EQUAL LEG FRAME Ww-s 1/2" � � 6" ma. TYP. � 0. Ai HEAD/SILL CORNERS lit " 1A / to u� lei im IT 4 t\H.J► IIS -SII �� a CAM LOCKS _ 3 »t . 9 2 LOCK POINTS �z ►t //� ti W t ALL SIZES SURFACE APPLIED SNUBBER I Q i FALS£ MUNTINS II t1 OPTIONAL AT IMPACT WINDOWS ONLY 6 d I ii IrN. --------- ----------- 24" MAX. TYp. '` AT BEAD/SILL N TYPICAL £LEVAt[ON N'— (EQUAL LEG FRAME) 2i� 1a 2 3 D.L. OPG. FORGLASS ERSTO PES, D.L. OPG. 2 1/2" C3_., 3/4" VENT WIDTH SHEETS 3 AND 4. VENT WIDTH /4° U o WINDOW WIDTH WINDOW WIDTH EXTERIOR MAXIM MULTI POINT LOCK B MULTI POINT LOCK 9 BY 'TRUTH' 6Y 'INTERLOCK' ALT. TO CAM LOCKS ALT, TO CAM LOCKS MAX. WOW. LOCK MAX. WDW. LOCK a t HEIGHT POINTS HEIGHT POINTS i 42"• 2 38" 2 ccg 3 58" 3 di p r 1 84" 4 74" 4 I j 84" S 8 11 11 3 � Icngr. JAYS MAD FR0IIUCT 1t13VIS13U 2 FLA. PE 70°582 as casaplyin s with the Florida a CAN. Build ft Code Aaceptancc No 4~0, (`R..J} 8 i P.x isation shite 7 13 i 3 0 20 Stria DaslaProclactCottrs� drawing no. 0--nF1 LIZ` . - .1 )1 sheet 1.lof T 2 5/8" 2.075 1.757 U ' 2 525 I .768 5 -g 1.000 1,307 .090 TYP. Z I .I Ij L875 }. � �d 2.625 � 2.815 ,720 � ti 04 2.485 L 1,438 .080 TYP. - : �s 1.222 CORNER � h 13 a T�STEEL ® .062 THICK ALUMINUM t,J EY CORNER KEY FLANGE FRAME Q VENT (5/16" LAM. GLASS) .080 THICK S 1.757 9 4 2.078 .788 .09D TYP. 1.057 1.875 .720 d F ?E It 1 F 2.485 2.715 L 1,438 VENT CQRNER .080 TYP. L624 Z' EQUAL LEG FRAME VENT (INSUL. LAM. GLASS) N to O 1.757 ALL FRAME AND VENT CORNERS TO BE ITEM PART ! QUANTITY DEBC1t2 1014 MATBRIAL MAXF./8UFFU2R/RSaM= SEALED WITH GE SILPR IF OR £QU1V. 1 Col-373 4 FLANGE FRAME 6083-Te INtIALEX OR EQUIV. 1A COI-397 4 EQUAL LEO FRAME 8083 TS INDALEX OR EQUIV. .090 TYP, C-42 CGI-378 4 VENT (5/16' LAM. GLASS) 8483-TS INDALEX OR EQUIV. 1'875 M 28 00I-381 4 VENT (INSUL. LAM. GLASS) 8083-T8 INDALEX OR EQUIV. 72tI Q %tty M 20 CGI-385 4 VENT /18' LAM. GLASS) 8083-T8 INDALEX OR EQUIP. Q 8 1,438 � Z 3 CGI-375 4 OGEE GLAZING BEAD 8083-75 INOALEX OR EQUIV. 3A CGI-398 4 SQUARE GLAZING BEAD 6083-T6 INDALEX OR EGUN p-- 4 - 4 .060 THICK CORNER KEY ALUMINUM - 1.347 V p 4 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP-425 AS READ. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 2C VENT (7/18# LAM. GLASS) 7 Q250-K-190 AS READ. VENC WEATHERSTRIPPING SCHLEGEL Q--1.01N .754 $ 35-10-00-t01 2/ VENT 4 BAR HINGE. AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) IS X 3/8" SS SMS 9 24-13-00- 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED PI/ (2) 18 X 3/8" SMS / 9A t/ VENT MULTI POINT LOCK - TRUTH .39 .830 c 98 1/VENT MULTI POINT LOCK INTERLOCK 10 - 2/ VENT .110 THICK LOCK KEt3'ER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED.Wj {2} 1O X 3/8' Ss SMS .617 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH. ATTACHEO W/ (2) 08 X 3/8' SS SMS ' I IIA - 1 OPERATOR (OPTIONAL) STEEL INTERLOCK Q CGI-375: OGEE GLAZING STOP I I12 30175 1 OPERATOR TRACK STEEL TRUTH, ATTACHED W/ {2} #8 X 3/e" ss SMS T.8130 t3 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS po X 1-1/4" SS SMS � a W all 13 1-11 ` @ CGI-396: SQUARE GLAZING STOP r. JAVA/WMAD PRODUCTRFIVISED N F+A PE 70592 tis complying with the Fiends CA.N. '38 Building Cock rlcceplattco No •� 01 R Bspiration Datc /s i6 r' t� g drawingno. U0i Mlan Dade Product p FRAME CQRNER g W98-1 00 ._...... sheet 2 of 7 1/8" ANN. GLASS 3/16" ANN. GLASS ,090" Saflex Clear And Color Glass 3/180 HEAT STREWD GLASS 090" Saflex Clear And Color Glass 144 11 19y 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 090" Interloyer 075° Saflex CP With PET Core .075' Saflex CP With PET Core Saflex Clear And Color Glass INTERLAYERSINTERLAYERS ByEastman Chemical Co. BY 'Eastman Chemical Co.* By 'Eastman Chemical Co.' .090° DuPont SentryGlas .090" DuPont SentryGlas z By 'E.I. DuPont Do Nemours & Co., Inc.' By 'E.I. DuPont De Nemours & Co., Inc:1/8' ANN. GLASS 3/18° ANN. GLASS 29 m 3/16" HEAT STREN'0 GLASS SQUARE BEAD P a OPTIONAL I a SILICONE ! it :N 1 I ALL GLASS TYPES ,� ,i � U GE-1200 SILICONE ,� q SILICONE �I 1 DOW 995 GE-1200 G£-1200 DOW 899 1 it DOW 995 11 II DOW 995 �i II A w DOW 899 I I DOW 899 11 in--.q. 5/j8" NOMINAL 7/16" NOMINAL, 7/16" NOMINAL ic '2' GLASS TYPE GLASS TYPE `3' GLASS TYPE '8' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED NO SHUMN REQUIRED NO SHUTTERS REQUIRED ! REFER 70SHEETS 8 MU 7 FOR INSTALLATION OETNLS REFER TO SHEETS 8 TM 7 FOR 11WALIATION DETNLS REFER TO SKEETS 6 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '8' GLASS TYPE '8' OLAIIS TYPE 16' WINDOW DIMS. btA1>S 'PYP$ '8' I GUM TYPE '6' 1 GLASS TYPE '8' WINDOW DIMS. GLASS TYPE '$' OL40 TYPE '3' GLASS TYPE '8' !- WIDTH HEIGHT EXT. (+) INT. (-) W. (+) INT. (-) W. (+) INT. (-} WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-)I EXF. (+) In Z-) WIDTH HEIGHT EXT. (+) INT. (-} EXT. (+} INT. (-) EXT: (+) INT. (-} 20° 110.0 194.3 110.0 195.0 110.0 195.0 20" 88.7 216.7 110.0 195.0 110.0 195.0 19-1/8" 110.0 195.0 110.0 195.0 110.0 195.0 24" 110.0 181.9 1110.0 195.0 110.0 195.0 24' 73.4 73.4 110.0 120.0 110.0 120.0 26-1/2" 28° 110.0 195.0 110.0 195.0 110.0 198.0 280 110.0 138,8 110.0 195.0 110.0 195.0 28" 64,2 64.2 110.0 1120.0 110.0 120.0 37" 110.0 145.4 110.0 195.0 1 110.0 195.0 a 30" 110.0 129.8 110.0 198.0 110.0 195.0 30" 66" 80.8 80.6 110.0 120.0 110.0 120.0 42" 110.0 128.1 110.0 195.0 110.0 195.0 N 32" 38 110.0 121.4 110.0 195.0 110.0 195.0 32° 87.8 57.5 110.0 1200 110.0 120.0 19-1/8° 110.0 190.8 110.0 195.0 110.0 195,0 � ix 38° 107.9 107.9 110.0 195.0 110.0 195.0 380 - - 60.0 60.0 80.0 60.0 26-1/2° " 110.0 137.5 110.0 195.0 110.0 19510 38-3/8 40" 97.1 97,1 110.0 195.0 110.0 120.0 400 - - 80.0 80.0 80.0 80.0 37° 88.8 98.6 110.0 194.8 1110.0 1200 � 42' 1 92.5 92.8 110.0 120.0 80.0 60.0 20" 66.4 88.4 110.0 1964 110.0 120.0 42" 88.8 86.8 110.0 120.0 110.0 120.0 20" 110.0 186.8 110.0 198.0 110.0 195.0 24" 56.1 56.1 110.0 120.0 110.0 120.0 19-1/8" 110.0 144A 110.0 195.0 110.0 195.0 X h 240 110.0 138.8 110.0 195.0 110.0 195.0 280 72° 48.9 48.9 110.0 120.0 110.0 120.0 28-1/2° 50-5/8" 99.7 104.3 110.0 198.0 110.0 195.0 N M 28 110.0 118.9 110.0 195.0 110.0 195.0 30 48.0 48.0 110.0 120.0 110.0 120.0 37 74.7 74.7 1110.0 120.0 110.0 120.0 G M 300 42" 110.0 111.0 110.0 198.0 1100 195.0 32° 43.8 43.8 110.0 120.0 110.0 120.0 42° 65.8 65.8 110.0 120.0 110.0 120.0 7 Z 32" 104.1 104.1 110.0 198.0 1100 120.0 381, - - 60.0 80.0 80.0 60.0 19-1/11° 98.7 104.2 110.0 195.0 110.0 195.0 36' 92.5 92.5 110.0 120.0 110.0 120.0 32" 76" - - 80.0 80.0 60.0 60.0 26-1/2° 83" 74.9 77.9 110.0 120.0 110.0 120.0 r• " 40" 83.3 83.3 110.0 120.0 110.0 120.0 380 - - 60.0 00.0 60.0 60.0 37° 80.0 60.0 110.0 120.0 110.0 120.0 (� 42° 1 79.3 79.3 110.0 120.0 60.0 60.0 20" 52.0 52.0 110.0 120.0 110.0 120.0 42" - - 80.0 60.0 60.0 80.0 20' 110.0 148.7 110.0 198.0 110.0 1980 24" 43.8 43.8 110.0 120.0 110.0 120.0 19-1/B' 63.0 83.0 110.0 195.0 110.0 1200 24° 110.0 121.4 110.0 195.0 110.0 1 195.0 280 78" 38.1 38.1 1110.0 1200 110.0 120.0 26-1/20 74-1/4" 46.6 46.6 110.0 120.0 110.0 1200 28' 103.8 104,1 110.0 195.0 110.0 120.0 30" - - 110.0 120.0 60.0 600 370 - - 89.8 $9.8 59.8 89.8 48" 97.1 9T.11 110.0 1950 1100 120.0 32° - - 804 80.0 60.0 60.0 37" 77° - - 58.3 $8.3 88.3 56.3 c 32" 01.1 91.1 110.0 120.0 110.0 120.0 20" 41.5 41.5 110.0 120.0 110.0 120.0 36° 80.9 80.9 110.0 120.0 110.0 120,0 24° 54.9 34.9 110.0 120.0 110.0 120.0 LIMIT MAX. LOADS TO 171.0 PSE o p WHEN MULTI POINT LOCK BY 'INETRLOCK' pppggq 40° 72.8 72,8 1100 120.0 110.0 120.0 28° Be _ - 110.0 120.0 54.5 54.8 IS USED 42" 69.4 89.4 110.0 120.0 60.0 60.0 30° - - 51.2 51.2 51.2 51.2 20" 110.0 129.8 110.0 198.0 110.0 195.0 32' - - 48.3 48.3 48.3 48.3 SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY 240 98.0 107.9 110.0 195.0 110.0 185.0 SEE SHEET 1 28" 88.2 92.5 110.0 120.0 110.0 120.0 30" ° 84.4 86.3 110.0 120.0 110.0 120.0 s4 GLASS CAPACITIES ON THIS SHEET ARE a C4 I 3z° 110.9 Bo,9 110.0 1zo.o 1104 300120NOTE: BASED ON ASTM E1300-09 (3 SEC. GUSTS) x _ 36° 71.9 71.9 110.0 120.0 110.0 120.0 AND F14RIDA SUIL.DING COMMISSION 40" 04.11 64.6 110.0 120.0 110.0 120.0 DECLARATORY STATEMENT DCA05-DEC--219 42" 61.7 61.7 110.0 120.0 60.0 80.0 1. 98.8 112.6 110.0 195.0 110.0 1950 Engri JAVAp AHMAO PRODUCT REV1S1 20' CIVIL Fs WInPlyi ng with tl�Flasida a 24" 88.8 95.4 110.0 195.0 110.0 120.0 FTA. PE 7 92 C.A.N. tauildin$We 28" 78.7 83.3 1110.0 1120.0 110.0 120.0 Acceptance A I 30" 60° 73.2 77.7 110.0 120.0 110.0 120.0 Lilat{�{mac 1:! L±j 40 32" 70.2 72.8 110.0 120.0 110.0 120.0 NOTE: �� '� e adeFroduMGonlTa} drawing no. 36 64.8 64.8 1104 120.0160.0- 110.0 1200 l.OAO/AREA LIMITS ' 3t i 40" - - 60.0 60.060.0 60.0 W98--100 FOR +110.0, -120.0 PSF = 16.34 SQ. FT. 42" - - 60.0 $0.0 60.0 +110.0, -195.0 PSF 10.00 SQ. FT. ' sheet 3 of 7 1/8" TEMP. GLASS 1/8" TEMP. GLASS AIR SPACE .090° Saftex Clear And Color Glass AIR SPACE .090" Soflex Clear And Color Glass o " By 'Eastman Chemical Ca: By 'Eastman Chemical Ca: j 1/8° ANN. GLASS " 1/0- TEMP. GLASS " 475 Saflex CP With PET Core .075 Saflax CP with PET" Care FNTrRLAYERS By 'Eastman Chemical Co.' INTERLAYERS By 'Eastman Chemical Co.' z -foil .090" DuPont SentryGlas .090" DuPont SentryGlas By 'E.I. DuPont De Nem6urs & Co., Inc.' By 'Ell. DuPont De Nemaure & Co., Inc.' SQUARE BEAD I 1/8" ANN. GLASS 1/8" TEMP. GLASS OPTIONAL SILICONE SILICONE ALL GLASS TYPES An GE-1200 G£-1200 DOW 998 DOW 998 DDW 699 DOW 899 AIR SPACE CONSISTING OF: a' k M SPACER g SE TING BLOCKS SETTING BLOCKS METAL SPACER AROUND LITETHE PERIMETER OF THE GLASS. i+t EPDM I EPDM < 3/4" INSULATED OUROMETER 85+5 3/4" INSULATED DUROMETER 85+5 GLASS TYPE '2A' GLASS TYPE '3A' PERFORMANCE YAWNS Olt+ IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED 90 SHUTTERS REOLdREO REFER TO SHEETS 8 THRU 7 FOR INSTALLATION MAILS REFER TO $HEM 5 IM 7 FOR RMALLATION DETAILS REFER TO SHEETS S THRU 7 FOR INS!'ALL47M DETAILS WINDOW DIMS. GLASS TYPE loll' GLASS TYPE 13A' WINDOW DIMS. GLASS TYPE *rA' GLASS TYPE '3A' WINDOW DIM&. GLASS TYPE 'PIA' GLASS TYPE 'Be WIDTH HEIGHT EXT. (+) 1W. (-) EXT. (+) INT. {-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+} INT. (-} WIDTH HEIGHT EXt. (+) INT. (-) EXT. (+) INT. (-} 20" 110.0 194.3 1100 195.0 20° $8.7 86.7 110.0 189.0 19-1/e° 110.0 195.0 1`10.0 195.0 m 24" 110.0 181.9 - 11000 195.0 24" 73.4 73.4 110.0 120.0 20.1/2" 28. 110.0 203.0 110.0 195.0 (j � 28" 114.0 138.8 110.0 195.0 280 64.2 64.2 110.0 120.0 370 110.0 148.4 110.0 195.0 $ 30' 36' 110.0 129.6 110.0 195.0 30" 86- 60.6 60.6 110.0 118.2 42" 110.0 128.1 11010 195.0 32" 110.0 121.4 110.0 1950 32" 57.5 57.6 110.0 112.2 19-1/8" 110.0 190.6 11010 195.0 F 36' 107.9 107.9 110.0 195.0 380 60.0 804 -- - 28-1/2' 38-3/8, 110.0 137.5 110.0 195.0 40' 97.1 97.1 110.0 120.0 400 1 80.0 80.0 - - 37" 984 98.5 1 110.0 120.0 42- 92.5 92.5 110.0 120.0 20" 68.4 66.4 110.0 120.0 42° 88.8 86.8 110.0 120.0 Jv 200 110.0 186.5 110.0 195.0 24' 36.1 86.1 109.3 109.3 19-1/8' 110.0 144.5 110.0 195.0 240 110.0 138.8 110.0 195.0 28- 72, 48.9 48.9 95.3 95.3 28-t/2' b0-5/8, 99.7 104.3 110.0 195.0 nt M 28 110.0 118.9 110.0 195.0 30 46.0 46.0 BSA 89.8 37" 74.7 74.7 110.0 120.0 � g 3 110.0 111.0 110.0 195.0 32' 43.8 43.6 85.0 88.0 42" 65.6 85,8 110.0 120.0 rZt�� 2i 32, 42" 104.1 104.1 110.0 120.0 38" $0.0 80.0 - - 19-1/8° 98.7 104.2 110.0 195.0 36' 92.5 92.5 110.0 120.0 32° 80.0 80,0 - 28-1/2- 74.9 77.9 110.0 120.0 40' 83.3 83.3 110.0 120.0 38" 76° 60.0 60.0 - - or 37° 80.0 80.0 110.0 117.0 42- 79.3 79.3 110.0 120.0 20' 52.0 52.0 101.3 101.3 42" 60.0 60.0 - - 20° 110.0 145.7 110.0 195.0 24" 78" 43.8 43.8 85.4 85.4 19-1/8- 63.0 63.0 110.0 120.0 24- 110.0 121.4 110.0 195.0 28" 38.1 38.1 74.3 74.3 26-1/2' 74-1/4' 48.6 46.8 90.9 90.9 28- 104.1 104.1 110.0 120.0 32' 60.0 80.0 - - 37° 89.8 59.8 - - 30" 48" 97.1 97.1 110.0 120.0 20' 41.5 41.5 80.8 $0.8 37' 77" 68.3 88.3 - - c 32° sill 91.1 110.0 120.0 24" 34.9 34.9 98.0 66.0 z 384 60.9 BOA 110.0 120.0 28" Be 34.5 54.5 LIMIT MAX. LOADS TO 171.0 PSF 4 � 40' 72.8 72.8 110.0 120.0 30" 51.2 51.2 - .. WHEN MULTI POINT LOCK BY 'INETRLOCK' 96 IS USED 42" 89.4 89.4 110.0 120.0 32- 48.3 48.3 - - , 20' 110.0 129.5 110.0 195.0 SIZE 37' X 77" APPLICABLE TO FLANGE FRAMES ONLY 24" 98.0 107.9 110.0 195.0 SEE SHEET I 28' 92.5 92.5 110.0 120.0 NOTE: d r r GLASS CAPACITIES ON THIS SHEET ARE ! 30' 54, 84.4 88.3 `1`10.0 120.0 � 3 32' 80.9 80.9 1100 120.0 BASED ON ASTM E1300-08 {3 SEC. GUSTS) 36" 71.9 71.9 1100 120.0 AND FLORIDA BUILDING COMMISSION U. 0 DECLARATORY STATEMENT DCA05-DEC-219 40' 64.8 64.8 1104 120.0 1 11 420 61.7 81.7 110.0 120.0 Engr. JAVAD AHMAO PRODUCT'REVISED I a 20" 98.8 1112.8 110.0 195.0 CML as complying with lite Vied'Ida N 24' 85.8 96.4 110.0 120.0 FLA. PF '_7OS92 Building Code CAN. 28' 78.7 $3.3 110.0 120.0 NOTE: B iretiolt NIO''C' 30' 60. 73.2 77.7 110.0 120.0 LOAD/AREA LIMITS 320 70.2 72.8 110.0 120.0 FOR +110.0. -120.0 PSF = 16.34 SQ. FT. Mian Dade PradetM drawing no. 36' 64.8 64.8 110.0 1200 +110.0, -195.0 PSF = 10.00 SQ. FT. Ca ntv�', 40- 60.0 60.0 - - =. W98-100 42- 60.0 APR4 - -sheat 4of 7 INSTALLATIQN CONPITIO—NS FLANGEE (APPLIES TO ALL FOURSIDES FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 ' TYPICAL ANCHORS ab SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACINGSE£ ELEV. FOR SPACING METAL SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION IQ STRUCTURES �! 1/8" THK. MIN. SEALANT SEALANT h 41. ° 2 " ° _ 'a. `.t a 182 1/8 i " • ,: Q °�' � •add / a ° � •add � � ° v .- : q tl ° ° '7 2. MIN. e 1" MIN d 1" MIN.- . 2-1/2" MIN. 2-•1/2" MIN. L OL IN .L&UON TYPE '1' -WOOD BUCK TYPE '1_" INSTALLATION ME_'2WOOD ElUrA TYPE '2' •fit PRESSURE TREATED M&M PRESSURE TREATED ]XPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO Z ON ALL FOUR._SIDES USING WOOD ON ALL FOUR SIDES&SING WOOD MU&STR=IURES _ 1/8" MIN. TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. 8 R SPACING -�_ TYPICAL ANCHORS SEE SHEET 6 FOR DESCRIPTION SEES ET FOR DESCRIPTION ELEV. FOR SPACING NI f-i� -1 t [SEE SEE SHEET 6 FOR DESCRIPTION I I IFI k I o�� SEALANT SEALANT II It e•1 z LL Q_ � `' I 1 I R � ~ IL---JL 2 7/8" •e d 2 1/8" MIN. o BUCK INSTALLATION BY OTHERS o BUCK INSTALLATION BY OTHERS o A ATTACHMENT 1 MIN. i MIN• APPROVED MULLIONS INSTALLATION TYPE '3_' WQO BUCK TYPE '3' INSTALIATION TYPE '4' WOOD -BUCK TYPE '4' $ $ MAjEBI9l.: PRESSURE TREATED MATERIAL, PRESSURE TREATED TYPQL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES&SING WOOD ON ALL FOUR SIDES&SING W000 103 ALUM CHANNEL. 3/4° X 1" X 3/4" X 1/8" Erign JAV AAN54 PAMUCTIRSVIS131) 2-1/2' LONG CML as complying with the Flotlds °N AT ANCHOR LOCATIONS FLCAI4 � 0 82 Bu:iding Code r I p!?cArcuplance No pirntLon Bate ft-- os -264 RY I —"""j IfluLm - �.I A91a AedoProduct drawing no WOOD BUCKS NOT BY CGI CORP., DUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT. ANCHOR LQCATION --r' f W98-1061 THEM TO THE BUILDING STRUCTURE. AnSHEAR CLIP '.� sheet 5 of 7 • INSTALLATION CflNDITYONS F' U�T� 7G FRAME (APPLIES TO AL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEEP 6 O TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL IL TYPICAL ANCHORS TYPICAL ANCHORS STRUCTURES SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 1/8" THK. MIN. x SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION W Q Q� M jL' ° 2 1 8" ° , �� • V 2 1/8' w • � I a�. �• �} \ / •O• .s•• ''4 r '►, Q a\- MIN. oa V •1",MING � o ��. '1MIN.-, •,p- • 2-1/2' MIN. 2-1/2' MIN. INSIALLATION TYPE'I; WOOD BUCK TYPE '1' INSTALLEM TYPE '2' WOODL BUCK TYPE MM : PRESSURE TREATED MaM : PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTAL ATION DETAIL ATTACHMENT TO t WOOD �I ALL FOUR SIDESJUSING W000 METAL STRUCTURES g "S ON ALL FOURSiDES,�IJ�ij�,� t3 � 1/8" MIN. N _�_ fn SEETYPEL£VCAL �,NF R SPACING � O CHORS N M TYPICAL ANCHORS TYPICAL ANCHORS ..I SEE SHEET 6 FOR DESCRIPTION SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING I I T 11 SEE SHEET 8 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION g .. II II +IF Il 1 15 v II II �N N C q v a dz �/8� 4J. e q q`t t 2 1/8" °• .4 a ° 4 MIN. Qc . •.' ATTACHMENT T� d ° BUCK INSTALLATION BY OTHERS d ° BUCK INSTALLATION BY OTHERS APPROVED MULLIONS 1" MIN. 1" MIN. INSTALLATION TYPE '3' MOD BUCK TYPE '3' JNSTALLATION TYPE '4' WOOD BUCK TYPE '4' pa MATERIAL: PRESSURE TREATED MATER AL: PRESSURE TREATED l TYPICAL INSTALLaON DETAIL TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDESIUSING WOOD ON ALL FOUR-SIDES/USING WOOD Eagn tAV�AD AHMAD c CML PRODUCIT 1RLWW0 ntPE 7 02 us complying with the Ffmida a C A N. 38 Building Code ` e� q Acceptance No ,t r o� Q tG�I B )Iratioa Date �i $ drawing no. WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN f I Mian Dade Product Coma LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER �°� IIW98-100 THEM TO THE BUILDING STRUCTURE. sheet 5.1 of 7 PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR MAILS ANCHORS W/O SHEAR CLIP ANCHORS W TH SHEAR CLIP ANCHORS WIO SHEAR CLIP ANCHORS WITH SHEAR CLAP ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CUP WINDOW DIMS. AT 17" O.C. AT 10" O.C. AT 17" O.C. AT 100 O.C. WINDOW DIMS. AT 17" O.C. AT 10. O.C. AT 17" O.C. AT 10" O.G. WINDOW DIMS. AT 17" O.C. AT 10" D.C. AT 17' O.C. AT f0' D.C. WIDTH HEIGHT EXT.(+)/INF.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(.-)EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/tKT.(-)EXT.(+)/WL(-)EXT.(+)/IM.(-)EXT.(+)/WT.(-) WIDTH HEIGHT EXT.(+)/INT.(-)EXT.(+)/INT.(-)EXL(+)/INT.(-)EXT.(+)/ENT.(-) 20" 195.0 195.0 154.8 195.0 32" 76° 133.2 195.0 76.4 122.2 19-i/8" 195.0 195.0 149.4 195.0 24" 195.0 195.0 129.0 172.0 38° 1 t8.4 189.5 67.9 •108.8 26-1/2' 28' 195.0 195.0 107.8 161.8 d 28" 192.9 195.0 110.6 147.4 20" 195.0 195.0 119.1 1904 37" 195.0 195.0 77.2 115.9 p 30' 36" 180.0 195.0 103.2 137.6 24" 173.1 195.0 99.2 158.8 19-1/8" 195.0 195.0 151.8 195.0 U 32" 188.8 195.0 96.8 129.0 28' 78" 148.4 195.0 85.1 136.1 26-1/2' 38-3/8" 191.2 195.0 109.6 146.1 � W. 38' 150.0 195.0 86.0 114.7 30" 138.5 195.0 79.4 127.0 37" 138.9 182.6 78.5 104.7 O 40° 135.0 180.0 77.4 103.2 32" 129.8 195.0 74.4 119.1 49-1/8' 195.0 185.0 153.5 191.9 42' 128.6 171.4 73.7 98.3 20' 195.0 195.0 132.7 195.0 26--1/2" 50-5/8" 193.2 195.0 110.8 138.5 20" 195.0 195.0 132.7 178.9 24" a 195.0 195.0 110.6 165.9 37" 138.4 173.0 79.3 99.2 24" 192.9 19&0 110.6 147.4 28" 84 185.3 195.0 84.8 142.2 19-1/8' 195.0 195.0 123.3 195.0 � 28" 165.3 195.0 94,8 128.4 32" 154.3 195.0 88 5 132.7 28-1 j2' 83" 155.3 195.0 89.0 155.8 iA 30' 42" 154.3 195.0 88.5 117.9 37' 111.2 194.8 63.8 111.8 �' 32" 144.8 192.9 82.9 110.6 42' 98.0 171.4 $8.2 98.3 360 128.8 171.4 73.7 $8.3 19-1/8" 195.0 195.0 130.8 195.0 40' 115.7 184.3 66.3 88.5 26-1/2" 74-1/4" 164.7 195.0 1 94.4 151.1 42' 110.2 146.9 83.2 84.2 37' 117.9 188.8 67.6 108.1 20' 195,0 198.0 154,8 193.5 U 24' 195.0 195.0 129.0 161.3 Z 28' 192.9 195.0 110.8 138.2 30" 48& 180.0 195.0 103.2 129.0 32" 168,8 195.0 96,8 120.9 I TYPICAL ANCHORS: SEE ELEV. FOR SPACING 38" 150.0 187.5 88.0 107.5 40' 135.0 188.8 77.4 06.8 1/4" DIA, KWIK-CON 11 $Y 'H1jjI' (FU-163 KSI, Fy®157 KSI) g 42' 128.8 160.7 73.7 92.1 I 1 j4" DIA. ULTRACON 8Y 'ELCO' (FU=177 KSI, N Fy=155 KS!) Ic 20' 195.0 195.0 137.8 195.0 r' INTO 2I3Y WOOD BUCKS OR W000 STRUCTURES 24" 195,0 195.0 114.7 172.0 28' 171.4 19510 06.3 147.4 1-1/2� MIN. PENETRATION INTO WOOD $ a� � 30 84" 100.0 t 95.0 91.7 137.8 THRU 1 BY BUCKS INTO CONC. OR MASONRY " o 32' 150.0 195.0 86.0 129.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o .r 38 133.3 195.0 78.4 114.7 P:55 " I DIRECTLY INTO CONC. OR MASONRY 40" 120.0 180.0 88.8 103.2 t 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 42' 114.3 171.4 65.5 98.3 20" 195.0 195.0 123.8 185.8 fi14 SMS OR SELF DRILLING SCREWS (GRADE 2 04) 24" 180.0 195.0 103.2 154.8 I I INTO MIAMI--DADS COUNTY APPROVED MULLIONS (MIN. THK. _ .090") � 28" 154,3 196.0 88.5 132.7 INTO METAL STRUCTURES A 144.0 195.0 82.6 123.8 ANCHORS. W f 0 SHEAR CLIP gkICHORB WITH SHEAR CLtP STEEL : 1/8* THK. MIN. (Fy = 36 KSI MIN.) 32" 135.0 195.0 77.4 116.1 ALUMINUM : 1/8" THK. MIN. (6083--T5 MIN.) ° 38' 120.0 180.0 88.8 103.2 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 40" 108.0 182.0 $1.9 92.9gill 1 42' 102.9 154.3 59.0 88.5 TYPICA E E DISTANCE 20" 199.0 195.0 140.7 105.0 INTO CONCRETE AND MASONRY = 2-1/2" MIN. 24" 195.0 195.0 117.3 164.2 INTO WOOD STRUCTURE = 1" MIN. Id INTO METAL STRUCTURE 3/4" MIN. o 28' 175.3 195.0 100.5 140.7 .y St 30" 88" 16$.6 195.0 93.8 131.3 CONCRETE AT HEAD, 814 OR JAWiS f'C m 3000 PSi MIN. - 32' 153.4 1950 8&0 123.1 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. 36" 136.4 190.9 78.2 109.5 40' 122.7 Ea9r: JAVAO 'HMAO PRODUCT REVISED 20" 195.0 195.0 129.0 180.8 a 171.8 70.4 98 CML as complying with tho Florida FLA. PE ��tt 70592 13ollding Code CAN. X538 Acceptance No ' 24" 187.5 195,0 1 2.5 150.8 Expiration Late 28' 72' 160.7 185.0 92.1 129.0 t' 1By 30" 150.0 195.0 860 12fl.4 32' 140.6 195.0 80.8 i t2.s �Lif�4t -j%'2014 MI Dade Produ¢1ContcQ}� drawing no. 38' 125.0 175.0 71.7 100.3 APR I t [W98-100 sheet 8 of 7 • ' PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES ! USE LOWER APPLICABLE VALUES. WWDOw DIMS. vmw DIMS. WIMN DIMS. WIDTH HEIGHT EXT.(+) iNT.(-) I WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) ® J 20" 110.0 195.0 20° 105.8 120.0 19-1/8° 110.0 195.0 24' 110.0 195.0 24' 90.9 120.0 26-1/2" 28„ 110.0 195.0 28" 110.0 186.5 28" ° 80.5 110.3 370 110.0 184.2 30 36„ 110.0 182.4 30' 76 76.3 104.7 42" 110.0 152.4 32' 110.0 179.5 32° 60.0 60.0 1 19-1/80 110.0 195.0 38' 110.0 177.3 360 60.0 60.0 26-1/2° 110.0 172.6 h 400 105.8 145.1 20' 102.7 120.0 37' 110.0 106.3 42' 97.0 120.0 24' 86.2 120.0 42" 95.7 120.0 20" 110.0 179.5 28" 78' 77.9 120.0 19-1/8° 110.0 195.0 �1I 24° 110.0 159.6 30° 73.9 101.3 28-1/2" 80-5/8„ 110.0 154.7 280 106.9 146.6 32" 60.0 60.0 37" 94.0 120.0 r r r $ 30' 103.5 141.9 20" 110.0 120.0 4210 89.8 120.0 r t 320 42" 100.7 138.1 24' 97.0 120.0 19-1/8' 109.3 149.9 38° 97.0 120.0 28' 84' 85.5 117.3 26-1/20 83" 84.8 116.2 40' 95.2 120.0 30" 60.0 80.0 37` 87.9 93.1 r r I X14 SMS 42" 95.0 120.0 32" 60.0 60.0 4210 60.0 60.0 I 1 AT 6" FROM ENDS 20' 110.0 195.0 19-1/8 110.0 154.8 17" O.C. MAX. AT JAMBS C� 24" 110.0 177.3 28-1/2' 74-1/40 88.4 118.5 24 O.C. MAX. AT HEAL)/SILL X14 SMS 28' 110.0 160.9 3710 6o o 60.0 AT 8" FROM ENDS 30" „ 110.0 154.8 19-1/80 109.9 120.0 17p O.C. MAX. AT JAMBS ' 24 O.C. MAX. AT HEAD/SILL $ �' 32' 48 109.1 120.0 28-1/2" 78° 84.0 115.2 0 38° 103.5 120.0 3710 80.0 80.0 '� 1 '� I F/1 40" 99.8 120.0 19-1/8" 108.3 120.0 M 42' 95.0 120.0 28-1/2" 77m 82.7 113.4 20 110.0 174.1 37 60.0 60.0 C 24' 110.0 152.0 IL Z Z 11 28' 99.8 120.0 a _ 30 95.5 120.0 "a°• d° t 4 g s .. 32' 91.9 120.0 4`. °•.'' U p 36" 88.2 118.2 '° " ° a' I A TYPICAL ANCHORS TYPE 'A' OR '8' TYPICAL ANCHORS TYPE 'C' 400 82.2 112.7 AT On' FROM ENDS AND AT"6" FROM ENDS AN O.C. MAX. AT JAMBIS 42" 80.8 110.5 2 1/2" MIN. 17" O.C. MAX. AT JAMBS 240 O C. MAX. AT HW/SILL5GE GIST 17 O.C. MAX. AT HEAD/SILL 7" MIN. 20' 110.0 153.2 24' 97.0 133.0 INSTALLATION TYPE '5' INSTALLATION TYPE 28" 86.8 119.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 30' 82.8 113.8 2$Y WOOD BUCK OR WOOD STRUCTURES c 80 A •- I/4a DIA KWIK-Co t�J if BX :HILTIr (Fu-163 KSI, Fy-157 KSI) 32' 79.4 108.8 TYPICAL INSTALLATION DETAIL 36" 73.9101.3 DIRECTLY INTO CONC. OR MASONRY S?.N -ALL FOUR SIDES f USINQ ALUMINUM BUCK SYSTEM � 40° 60.0 60.0 1-1/4 MIN. EMBED INTO CONC. OR MASONRY 42m 80.0 $0.0 B _ /4" DIA ULTRACON BY = N-177 KSI, Fy-155 KSI) ,. 200 110.0 171.0 G r .- .- " DIRECTLY INTO CONC. OR FILLED BLOCK 2,000 ,845 0 24 10 120.0 1-1/4" MIN. EMBED INTO CONCRETE .815 .065 1111 28° 95..99 120.0 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS .065 ,592 30' 66" 91.0 120.0 o 32' ir- 87.3 119.7 C 14 SMS (GRADE 2 CRS) .562 1.125 ■ 360 60.0 60.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Engr. 040 AHMAO 1'RWuC'RBVISHD 40" 60.0 6o.0 1-1/2" MIN. PENETRATION INTO WOOD 11435 CMI, as complying with the Floslda 20" 110.0 t54.5 .125 .903 FIA. PE 70592 Building Code C 240 970 120.0 TYPICAL EDGE bISTANCE C A'N• 53s Acsaptanee No pirstion Date ,� 28° „ 86.0 117.9 INTO CONCRETE AND MASONRY = 2-1/2" MIN, Lu ALUMINUM BUCK OPTIONAL COVER � 9 � 30" 72 81.7 112.0 INTO WOOD STRUCTURE = 1" MIN. 6083-T6 6083-TS r"J Mim • dcPradast I x`F drawing no. 32" 77.9 106.9 { �.,.�` t�J�8^ On 360 60.0 60,0 CONCRETE AT HEAD, SILL OR JAMBS f'o - 3000 PSI MIN. ,..: e � 3 0 014 YY V C-90 HOLLOW/FILLED BLOCK AT JAM f m on 2000 PSI MIN. sheet 7 of 7 FORM 405-10 FLORIDA ENERGY EFFICIENCY E FOR BUILDING CONSTRUCTION Florida Department of Business and Prof gulation - Residential Performance Method Project Name: Jones Residence Name: Street: 379 NE 94th Street Pece: Pe )a City,State,Zip: Miami Shores,FL,33138- 6ft r: Owner.* Jones jprisdiction: Design Location: FL,Miami 1. Now construction or existing Addition Wall Types(2441.1 sqft.) Insulation Area b.NIA R= ft2 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.0 2441.10 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms(Bedrms In Addition) 2(1) d.N/A R= ft2 10.Ceiling Types(1325.0 sqft.) Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=30.0 1325.00 f12 6. Conditioned floor area above grade(ft2) 2169 b.N/A R= ft2 Conditioned floor area below grade(ftJ 0 c.NIA R= 1`12 11.Ducts R ft 7. Windows(409.3 sqft.) Description Area a.Sup:Ahu 1st Floor,Ret:Ahu 1st Floor,AH:Ahu 1 6 216.9 a. U-Factor: Sgl'U=0.90 409.28 ft2 b.Sup: Attic,Ret:Attic,AH:Ahu 1st Floor 6 216.9 SHGC: SHGC=0.60 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 25,0 SEER:20.00 b.Central Unit 25.0 SEER:20.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Strip Heat 12.3 COP1.00 SHGC: b.Electric Strip Heat 12.3 COPA.00 Area Weighted Average Overhang Depth: 0.000 ft. Area Weighted Average SHGC: 0.600 14.Hot water systems-None required 8. Floor Types (1278.0 sqft.) Insulation Area a. Cap:N/A EF:2.97932E7 a.Slab-On-Grade Edge Insulation R=0.0 1278.00 1`12 b. Conservation features b.NIA R= ft2 c.N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.189 Total Proposed Modified Loads: 45.88 - PASS-, Total Standard Reference Loads: 58.73 I hereby certify that the plans and specifications covered by Review of the plans and this calcAilation are in compliance with the Florida Energyrgy specifications covered by this Code. Z calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: this building will be inspected for SEP 2 9 2014 compliance with Section 553.908 I hereby certify that this building,as designed,is in compliance Florida Statutes. with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handier unit manufacturer that the air handier enclosure quailifles as certified factory-sealed In accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 9!26/2014 7:05 PM EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Jones Residence Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 2169 Lot# Owner: Jones Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: IF Builder Name: Rotate Angle: 0 Street: 379 NE 94th Street Permit Office: Cross Ventilation: County: Miami-Dade Jurisdiction: Whole House Fan: City,State,Zip: Miami Shores, Family Type: Single-family FL, 33138- New/Existing: Addition Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL MIAMI_INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Block1 1188 11880 2 Block2 981 6980.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Ahu 1st Floor 1188 11880 No 2 1 1 Yes Yes Yes 2 Ahu 2nd Floor 981 6980.3 No 2 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge insulatio Ahu 1st Floor 124 ft 0 1056 ft' 0 0 1 2 Slab-On-Grade Edge insulatio Ahu 2nd Floor 63 ft 0 222 ft2 _ 0 0 1 ROOF Roof Gable Roof Solar _SA EmPtt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 1482 ft2 332 ft2 Medium 0.96 No 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1325 ft2 N N 9/26/2014 7:05 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Ahu 1st Floor 30 344 ft2 0.11 Wood 2 Under Attic(Vented) Ahu 2nd Floor 30 981 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below()Mt TO M11 lype R--Value Et In Et In Area R--Value E ction Absor rkade% 1 N Exterior Concrete Block-Int Ins bu 1st Floor 4 14.6 0 10 0 146.0 ft2 0 0 0.5 0 2 S Exterior Concrete Block-Int Ins6hu 1st Floor 4 14.6 0 10 0 146.0 ft2 0 0.5 0 3 W Exterior Concrete Block-Int Insdhu 1st Floor 4 16.6 0 10 0 166.0 ft2 0 0.5 0 4 N Exterior Concrete Block-Int Insdhu 1st Floor 4 16.1 0 10 0 161.0 ft2 0 0.5 0 5 W Exterior Concrete Block-Int InsMu 1 at Floor 4 8.6 0 10 0 86.0 ft 0 0.5 0 6 E Exterior Concrete Block-Int Insdhu 1 st Floor 4 2.7 0 10 0 27.0 ft2 0.5 0 7 S Exterior Concrete Block-int Insdhu 1 st Floor 4 16.5 0 10 0 165.0 ft2 0 0.5 0 8 W Exterior Concrete Block-Int Insdhu 1st Floor 4 15.2 0 10 0 152.0 ft2 0 0.5 0 9 N Exterior Concrete Block-int Inshhu 1st Floor 4 9.3 0 10 0 93.0 ft2 0 0.5 0 10 S Exterior Concrete Block-int Insthu 1st Floor 4 9.8 0 10 0 98.0 1!t2 0 0.5 0 11 N Exterior Concrete Block-Int Ins&hu 2nd Floor 4 17.1 0 8.5 0 145.3 ft2 0 0.5 0 12 E Exterior Concrete Block-Int Ins&hu 2nd Floor 4 10.8 0 8.5 0 91.8 ft2 0 0.5 0 13 W Exterior Concrete Block-Int Ins&hu 2nd Floor 4 14.9 0 8.5 0 126.7 ft2 0 0.5 0 14 N Exterior Concrete Block-Int Ins&hu 2nd Floor 4 10 0 8.5 0 85.0 ft2 0 0.5 0 15 E Exterior Concrete Block-Int InsAhu 2nd Floor 4 6.2 0 4.25 0 26.4 f12 0 0.5 0 16 E Exterior Concrete Block-Int Ins&hu 2nd Floor 4 3 0 8.5 0 25.5 ft2 0 0.5 0 17 S Exterior Concrete Biotic-Int Insahu 2nd Floor 4 17.1 0 8.5 0 145.3 ft2 0 0.5 0 18 W Exterior Concrete Block-Int Ins&hu 2nd Floor 4 17.7 0 8.5 0 150.5 ft2 0 0 0.5 0 19 W Exterior Concrete Block-Int Ins&hu 2nd Floor 4 8.8 0 8.5 0 74.8 ft2 0 0.5 0 20 N Exterior Concrete Block-Int Ins&hu 2nd Floor 4 10.4 0 1 0 10.4 ft2 0 0 0.5 0 21 E Exterior Concrete Block-int Inabhu 2nd Floor 4 21.4 0 7.6 0 162.6 ft2 0 0.5 0 22 S Exterior Concrete Block-Int Ins&hu 2nd Floor 4 10 0 11.4 0 114.0 f12 0 0 0.5 0 23 W Exterior Concrete Block-Int Insbhu 2nd Floor 4 21.4 0 2 0 42.8 ft2 0 0 0.5 0 WINDOWS Orientation shown Is the entered,Pro sed orientation. / Wall Overhang 1/ # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Vinyl Single(Clear) Yes 0.9 0.6 35.0 ft2 0 ft 0 in 0 ft 0 In None None 2 S 2 Vinyl Single(Clear) Yes 0.9 0.6 29.8 ft2 0 ft 0 in 0 ft 0 in None None 3 W 3 Vinyl Single(Clear) Yes 0.9 0.6 21.8 ft2 0 ft 0 in 0 ft 0 in None None 4 N 4 Vinyl Single(Clear) Yes 0,9 0.6 32.9 ft2 0 It 0 in 0 ft 0 in None None 5 W 5 Vinyl Single(Clear) Yes 0.9 0.6 8.4 ft2 0 ft 0 In 0 ft 0 In None None 6 S 7 Vinyl Single(Clear) Yes 0.9 0.6 36.0 ft2 0 It 0 in 0 It 0 in None None 7 S 7 Vinyl Single(Clear) Yes 0.9 0.6 9.5 ft2 0 ft 0 in 0 ft 0 in None None 8 W 8 Vinyl Single(Clear) Yes 0.9 0.6 31.8 ft2 0 ft 0 in 0 ft 0 in None None 9 N 11 Vinyl Single(Clear) Yes 0.9 0.6 12.2 ft2 0 ft 0 in 0 ft 0 in None None 10 E 12 Vinyl Single(Clear) Yes 0.9 0.6 28.8 ft2 0 ft 0 in 0 ft 0 in None None 11 W 13 Vinyl Single(Clear) Yes 0.9 0.6 28.8 ft2 0 ft 0 in 0 ft 0 in None None 9/26/2014 7:05 PM EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 WINDOWS Orientation shown is the entered,Pro sed orientation. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 12 N 14 Vinyl Single(Clear) Yes 0.9 0.6 9.8 ft2 0 ft 0 in 0 ft 0 in None None 13 S 17 Vinyl Single(Clear) Yes 0.9 0.6 24.8 ft2 0 It 0 in 0 ft 0 in None None 14 W 18 Vinyl Single(Clear) Yes 0.9 0.6 38.91112 0 ft 0 in 0 it 0 in None None 15 W 19 Vinyl Single(Clear) Yes 0.9 0.6 8.4 ft2 0 ft 0 in 0 ft 0 in None None 16 E 21 Vinyl Single(Clear) Yes 0.9 0.6 19.2 ft2 0 ft 0 in 0 ft 0 in None None 17 E 21 Vinyl Single(Clear) Yes 0.9 0.6 7.2 ft2 0 ft 0 in 0 ft 0 in None None 18 S 22 Vinyl Single(Clear) Yes 0.9 0.6 21.8 ft2 0 ft 0 in 0 It 0 in None None 19 S 22 Vinyl Single(Clear) Yes 0.9 0.6 4.4 ft2 0 ft 0 in 0 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 2844.7 156.17 293.7 .4247 9.0497 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 12.3 kBtulhr 1 sys#1 2 Electric Strip Heat None COP:1 12.3 kBtulhr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:20 25 kBtuthr 750 cfm 0.75 1 sys#1 2 Central Unit None SEER:20 25 kBtuthr 750 dm 0.75 2 sys#2 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF ft2 DUCTS ✓ -Supply - Return- Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Coot 1 Ahu 1st Floor 6 216.9 ft Ahu 1st Floor 54.225 Default Leakage Ahu 1st Flo (Default) (Default) 1 1 2 Attic 6 216.9 ft Attic 54.225 Default Leakage Ahu 1st Flo (Default) (Default) 2 2 9/26/2014 7:05 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 TEMPERATURES Programable Thermostat:Y M �jAp Ceiling Fans: (X rl Hating Jan Feb Mar r € IM May rl ay Jun [ Jul AAug Nov Dec Sep Occtt X Nov DDeecVenting Jan Feb Mar Jan [ I Jul Aug rl Sep Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 35 0 0 1-Electric Strip Heat % 1-Central Unit 9/26/2014 7:05 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Floridali Checklist Florida Department of Business and Professional Regulations - Residential Whole Building Performance Method ADDRESS: 379 NE 94th Street PERMIT#: Miami Shores, FL, 33138- MANDATORY REQUIREMENTS SUMMARY-See Individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked,gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283.Windows and doors=0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: Basketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers.Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to=R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant 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=78%(82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 9/26/2014 7:05 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL DISPLAY ARD ESTIMATED ENERGY PERFORMANCE INDEX* = 78 The lower the EnergyPerformance Index,the more efficient the home. 379 NE 94th Street, Miami Shores, FL, 33138- 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.0 2441.10 ftp b.WA R= ftp 3. Number of units,if multiple family 1 c.N/A R= ftp 4. Number of Bedrooms 2(1) d.NIA R= ftp 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 1325.00 ftp 6. Conditioned floor area(ftp) 2169 b.NIA R= ftp c. _ p 7. Windows`'' Description Area 11 Ducts R R ftp a. U-Factor Sgi,U=0.90 409.28 ftp a.Sup:Ahu 1st Floor,Ret:Ahu 1st Floor,AH:Ahu 1 6 216.9 SHGC: SHGC=0.60 b.Sup: Attic,Ret:Attic,AH:Ahu 1st Floor 6 216.9 b. U-Factor. NIA ftp SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor. NIA ftp a.Central Unit 25.0 SEER:20.00 SHGC: b.Central Unit 25.0 SEER:20.00 d. U-Factor N/A ftp 13.Heating systems kBtulhr Efficiency SHGC' a.Electric Strip Heat 12.3 COP:1.00 Area Weighted Average Overhang Depth: 0.000 ft. b.Electric Strip Heat 12.3 COP:1.00 Area Weighted Average SHGC: 0.600 8. Floor Types Insulation Area 14.Hot water systems-None required NIA a.Slab-On-Grade Edge Insulation R=0.0 1278.00 ftp a• Cap:ER b.N/A R= ftp c.N/A R= b. Conservation features 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed(or exceeded) , . in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. d Builder Signature: Date: Address of New Home: City/FL Zip: *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Cade, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Building Input Summary Report PROJECT Title: Jones Residence Bedrooms: 2 Address Type: Street Address Building Type: User Bathrooms: 3 Lot# Owner: Jones Conditioned Area: 2169 sq.ft. BlocklSubDivision: #of Units: 1 Total Stories: 2 PlatBook: Builder Name: Worst Case: No Street: 379 NE 94th Street Permit Office: Rotate Angle: 0 County: Miami-Dade Jurisdiction: Cross Ventilation: City,State,Zip: Miami Shores, Family Type: Single-family Whole House Fan: FL, 33138- New/Existing: Addition Terrain: Suburban Year Construct: Shielding: Suburban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL MIAMI INTL AP 51 90 70 75 149.5 56 Low UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $/Unit Electricity kWh EnergyGauge Default 0 0.1154 Natural Gas Therm EnergyGauge Default 0 0.682 Fuel Oil Galion EnergyGauge Default 0 1.1 Propane Gallon EnergyGauge Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Omt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft BLOCKS Number Name Area Volume 1 Block1 1188 11880 2 Block2 981 6980.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 Ahu 1st Floor 1188 11880 No 2 1 Yes Yes Yes 2 Ahu 2nd Floor 981 6980.3 No 2 1 Yes Yes Yes 9/26/2014 7:06 PM EnergyGauge@)/USRFSB v3.1 Page 1 of 6 Building Input Summary Report FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulation Ahu 1st Floor 124 ft 0 1056 ft2 0 0 1 2 Slab-On-Grade Edge Insulation Ahu 2nd Floor 63 ft 0 222 ft2 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 1482 ft2 332 ft2 Medium 0.96 No 0.9 No 0 26.6 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1325 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Fraction Truss Type 1 Under Attic d Ahu 1st Floor 30 344 ft2 0.11 Wood 2 Under Attic U Ahu 2nd Floor 30 981 ft2 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate an le shown in"Project"section above. Ad a� Space Cavity Width Height Sheathing Framing Solar Below # Omt To Wall Type R-Value Ft In Ft In Area R-Value Fraction Absor. Grade% 1 N Exterior Concrete Block-Int Insul Ahu 1st Floor 4 14.6 0 10 0 146.0 ft2 0 0 0.5 0 2 S Exterior Concrete Block-Int Insul Ahu 1st Floor 4 14.6 0 10 0 146.0 ft2 0 0.5 0 3 W Exterior Concrete Block-Int Insul Ahu 1st Floor 4 16.6 0 10 0 166.0 ft2 0 0.5 0 4 N Exterior Concrete Block-Int Insul Ahu 1 st Floor 4 16.1 0 10 0 161.0 ft2 0 0.5 0 5 W Exterior Concrete Block-Int Insul Ahu 1st Floor 4 8.6 0 10 0 86.0 ft2 0 0.5 0 6 E Exterior Concrete Block-Int Insul Ahu 1 st Floor 4 2.7 0 10 0 27.0 ft2 0 0.5 0 7 S Exterior Concrete Block-Int Insul Ahu 1st Floor 4 16.5 0 10 0 165.0 ft2 0 0.5 0 8 W Exterior Concrete Block-Int Insul Ahu 1st Floor 4 15.2 0 10 0 152.0 ft2 0 0.5 0 9 N Exterior Concrete Block-Int Insul Ahu 1st Floor 4 9.3 0 10 0 93.0 ft2 0 0.5 0 10 S Exterior Concrete Block-Int Insul Ahu 1st Floor 4 9.8 0 10 0 98.0 ft2 0 0.5 0 11 N Exterior Concrete Block-IM InsulAhu 2nd Floor 4 17.1 0 8.5 0 145.3 ft2 0 0.5 0 12 E Exterior Concrete Block-Int InsulAhu 2nd Floor 4 10.8 0 8.5 0 91.8 ft2 0 0.5 0 13 W Exterior Concrete Block-Int InsulAhu 2nd Floor 4 14.9 0 8.5 0 126.7 ft2 0 0.5 0 14 N Exterior Concrete Block-Int InsulAhu 2nd Floor 4 10 0 8.5 0 85.0 ft2 0 0.5 0 15 E Exterior Concrete Block-Int InsulAhu 2nd Floor 4 6.2 0 4.25 0 26.4 ft2 0 0.5 0 16 E Exterior Concrete Block-Int InsulAhu 2nd Floor 4 3 0 8.5 0 25.5 ft2 0 0.5 0 17 S Exterior Concrete Block-Int InsulAhu 2nd Floor 4 17.1 0 8.5 0 145.3 ft2 0 0.5 0 18 W Exterior Concrete Block-Int InsulAhu 2nd Floor 4 17.7 0 8.5 0 150.5 ft2 0 0 0.5 0 19 W Exterior Concrete Block-Int InsulAhu 2nd Floor 4 8.8 0 8.5 0 74.8 ft2 0 0.5 0 20 N Exterior Concrete Block-Int InsulAhu 2nd Floor 4 10.4 0 1 0 10.4 ft2 0 0 0.5 0 9126/2014 7:06 PM EnergyGauge®/USRFSB v3.1 Page 2 of 6 Building Input Summary Report WALLS Wali orientation below is as entered. Actual orientation is modified by rotate angle shown in"Pro ect°section above. Ad gent Cavity Width Height Sheathing Framing Solar Below # Omt �To Wail Type Space R-Value Ft In Ft Tn Area R-Value Fraction Absor. Grade% 21 E Exterior Concrete Block-Int InsulAhu 2nd Floor 4 21.4 0 7.6 0 162.6 ft2 0 0.5 0 22 S Exterior Concrete Block-Int insulAhu 2nd Floor 4 10 0 11.4 0 114.01? 0 0 0.5 0 23 W Exterior Concrete Block-Int insulAhu 2nd Floor 4 21.4 0 2 0 42.8 ft2 0 0 0.5 0 WINDOWS wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 N 1 Vinyl Single(Clear) Yes 0.9 0.6 N 35.0 ft2 0 ft 0 in 0 It 0 in None None 2 S 2 Vinyl Single(Clear) Yes 0.9 0.6 N 29.8 f12 0 ft 0 in 0 It 0 in None None 3 W 3 Vinyl Single(Clear) Yes 0.9 0.6 N 21.8 ft2 0 ft 0 in 0 ft 0 in None None 4 N 4 Vinyl Single(Clear) Yes 0.9 0.6 N 32.9 ft2 0 ft 0 in 0 It 0 in None None 5 W 5 Vinyl Single(Clear) Yes 0.9 0.6 N 8.4 ft2 0 ft 0 in 0 ft 0 in None None 6 S 7 Vinyl Single(Clear) Yes 0.9 0.6 N 36.0 ft2 0 It 0 in 0 ft 0 in None None 7 S 7 Vinyl Single(Clear) Yes 0.9 0.6 N 9.5 ft2 0 It 0 in 0 It 0 in None None 8 W 8 Vinyl Single(Clear) Yes 0.9 0.6 N 31.8 ft2 0 It 0 in 0 ft 0 in None None 9 N 11 Vinyl Single(Clear) Yes 0.9 0.6 N 12.2 ft2 0 It 0 in 0 ft 0 in None Norte 10 E 12 Vinyl Single(Clear) Yes 0.9 0.6 N 28.8 ft2 0 It 0 in 0 ft 0 in None None 11 W 13 Vinyl Single(Clear) Yes 0.9 0.6 N 28.8 ft2 0 ft 0 in 0 ft 0 in None None 12 N 14 Vinyl Single(Clear) Yes 0.9 0.6 N 9.8 ft2 0 ft 0 in 0 ft 0 in None None 13 S 17 Vinyl Single(Clear) Yes 0.9 0.6 N 24.8 ft2 0 ft 0 in 0 ft 0 in None None 14 W 18 Vinyl Single(Clear) Yes 0.9 0.6 N 38.9 ft2 0 ft 0 in 0 It 0 in None None 15 W 19 Vinyl Single(Clear) Yes 0.9 0.6 N 8.4 ft2 0 it 0 in 0 ft 0 in None None 16 E 21 Vinyl Single(Clear) Yes 0.9 0.6 N 19.2 ft2 0 It 0 in 0 ft 0 in None None 17 E 21 Vinyl Single(Clear) Yes 0.9 0.6 N 7.2 ft2 0 ft 0 in 0 It 0 in None Norte 18 S 22 Vinyl Single(Clear) Yes 0.9 0.6 N 21.8 ft2 0 It 0 in 0 ft 0 in None None 19 S 22 Vinyl Single(Clear) Yes 0.9 0.6 N 4.4 ft2 0 ft 0 in 0 It 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 Space(s) 1 Wholehouse Best Guess .0005 2844.7 156.17 293.7 .4247 9.0497 All MASS Mass Type Area Thickness Furniture Fraction Space No Added Mass 0 112 0 It 0.3 Ahu 1st Floor No Added Mass 0 ft2 0 ft 0.3 Ahu 2nd Floor 9/26/2014 7:06 PM EnergyGaug4/USRFSB v3.1 Page 3 of 6 Building Input Summary Repoft HEATING SYSTEM # System Type Subtype Efficiency Capacity ----Geothermal HeatPump, --- Ducts Block Entry Power Volt. Curr 1 Electric Strip Heat None COPi 12.3 kBtu/hr 0 0 0 sys#1 1 2 Electric Strip Heat None COPA 12.3 kBtu/hr 0 0 0 s s#2 2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts Block 1 Central Unit None SEER:20 25 kBtu/hr 750 cfm 0.75 sys#1 1 2 Central Unit None SEER:20 25 kBtu/hr 750 cfm 0.75 s 2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Credits gal gal deg DUCTS DUCT --Supply Return Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Number Leakage Type Handier TOT OUT QN RLF Heat Cool 1 Ahu 1st Floor 6 216.9 ft2Ahu 1st Fiod4.225 ft' Default Leakage Ahu 1st Flo (Default) (Default) 1 1 2 Attic 6 216.9 ftz Attic 54.225 W Default Leakage Ahu 1st Flo Default Default 2 2 TEMPERATURES Programable Thermostat:Y Ceiling Fans: N rl Nov H Dec Cooling citing H Jan Feb Mar A Apr f may rl Jun rl Jul rl Aug SSeep W Oct O X Nov �Venting Jan Feb Mar [ Jun Jul Aug Sep Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 9/26/2014 7:06 PM EnergyGaugeO/USRFSB v3.1 Page 4 of 6 Building APPLIANCES&LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans(Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 %Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kW1AUYr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.046 0.046 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 %Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 %Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 0 kW1AWr Peak Value: 0 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 %Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 0 kWhNr Peak Value: 0 Watts Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 %Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 2368 kWWh[Yr Peak Value: 773 Watts Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 %Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 3692 kWh/Yr Peak Value: 677 Watts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 %Released: 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 0 kWVhtYr Peak Value: 0 Watts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 %Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Annual Use: 0 kWl hfYr Peak Value: 0 Watts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 %Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 %Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Annual Use: 0 kWh/Yr Peak Value: 0 Watts MECHANICAL VENTILATION Type Supply CFM Exhaust CFM HRV Fan Run Tines Heating System Cooling System Runtime Vent 35 0 0 W % 1-Electric Strie Heat 1-Central Unit CLOTHES WASHERS ID Type Screen Location Capacity Make Model Schedule LoadsPerYr 1 1 Main Default New Main 2.847 HERS201 (invalid) CLOTHES DRYERS ID Type Screen Location Capacity Fuel Type Make Model Schedule LoadsPerYr 1 Dryers Default New Main Electricity 9/26/2014 7:06 PM EnergyGauge®!USRFSB v3.1 Page 5 of 6 Building DISHWASHERS ID Type Screen Location Capacity Vintage Make Model Schedule kWhPerYr I Dishwash Default New Main 12 2004 or N HERS201 372 RANGE OVEN ID Type Screen Location Type Fueltype Make Model Cooktop Oven 1 Ranges Default New Main CooktopOven C Electric Electric FI Not Conv MISC ELECTRICAL LOADS ID Type Screen Item Quantity Category Operating Location Schedule Off Standby 1 Misc Elec Simple Default 1 1 Main HERS201 1 9/26/2014 7:06 PM EnergyGauge®/USRFSB v3.1 Page 6 of 6 Floridauma Report Jones Title:Jones Residence TMY City: FL MIAMI_INTL AP 379 NE 94th Street FLAsBuilt Elec Util: EnergyGauge Defauft Miami Shores, FL, 33138- Gas Util: EnergyGauge Default Registration#: Run Date: Energy Uses Reference Home Proposed Home a-Ratio Heating 0.27 MBtu 0.63 MBtu 2.33 Cooling 22.27 MBtu 16.98 MBtu 0.76 Hot Water 1.27 MBtu 1.15 MBtu 0.91 Total 23.81 MBtu 18.76 MBtu 0.79 Building Loads Reference Home Proposed Home a-Ratio Heating 0.62 MBtu 1.42 MBtu* 2.30 Cooling 56.96 MBtu 43.42 MBtu* 0.76 Hot Water 1.15 MBtu 1.04 MBtu* 0.91 Total 58.73 MBtu 45.88 MBtu 0.78 *normalized modified loads Glass/Floor Area: 0.189 Total Proposed Modified Loads: 45.88 w SS Total Reference Loads: 58.73 li 9/26/2014 7:06 PM EnergyGauge®USA-FiaRes2010/ Page 1 of 1 v.oa-cax C _1 , � 11" 1,146 R ..u',�30 �I sw �d &k�Q�... ... .,a-.-m.....H,.. ..,. .-Q-. ..WR ' , System 1 Ahu 1st Floor Summag Loads [10 GLASS 0.9!0.6: Glazing-JONES RESIDENCE GLASS, u- 205.1 3,692 0 8,159 8,159 value 0.9,SHGC 0.6 13A-4ocs:Wall-Block, board insulation only, R-4 board 1034.9 2,960 0 2,857 2,857 insulation,open core,siding finish 16ER-30: Roof/Ceiling-Under Attic with Insulation on Attic 344 220 0 319 319 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic with Radiant Barrier, Dark Tile, Slate or Concrete, R-30 insulation 22A-ph: Floor-Slab on grade, No edge insulation, no 124 3,367 0 0 0 insulation below floor,any floor cover, passive, heavy moist soil Subtotals for structure: _ 10,239 0 11,335 11,335 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 4,702 1,070 3,207 4,277 Infiltration:Winter CFM:64,Summer CFM: 14 1,416 511 228 739 Ventilation:Winter CFM:35,Summer CFM: 35 770 1,298 577 1,875 AED Excursion: .. -..._....._ _._....W.......__. System 1 Ahu 1 st Floor Load Totals: g 17,126 3,279 16,654 19,933 ..•' i 'i ai .,..�� ?�... .� ...., �;: `'i��r� ,_a��'�� .. ��i� ;[ �� c i3:.:. s'F;'��,a' Z.�:',, , '<`"i. iir. �, .,. Supply CFM: 731 CFM Per Square»ft.: 0.615 Square ft.of Room Area: 1,188 Square ft. Per Ton: 715 Volume(ft$)of Cond. Space: 11,880 Total Heating Required Including Ventilation Air: 17,126 Btuh 17.126 MBH Total Sensible Gain: 16,654 Btuh 84 % Total Latent Gain: 3,279 Btuh 16 % Total Cooling Required Including Ventilation Air: 19,933 Btuh 1.66 Tons(Based On Sensible+Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per RCCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:1...XLoad.rh9 Friday,September 26,2014,7:01 PM f MEN WE System 2 Ahu 2nd Floor Summary Loads GLASS 0.9/0.6:Glazing-JONES RESIDENCE GLASS, u- 204.2 3,575 0 11,263 11,263 value 0.9,SHGC 0.6 13A-4ocs:Wall-Block, board insulation only, R-4 board 996.9 2,851 0 2,752 2,752 insulation,open core,siding finish 16ER-30: Roof/Ceiling-Under Attic with Insulation on Attic 981 628 0 910 910 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic with Radiant Barrier, Dark Tile,Slate or Concrete, R-30 insulation 22A-ph: Floor-Slab on grade, No edge insulation, no 63 1,711 0 0 0 insulation below floor, any floor cover, passive,heavy moist soil Subtotals for structure: 8,865 0 14,925 14,925 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,862 728 2,601 3,329 Infiltration:Winter CFM: 55, Summer CFM:28 1,219 1,056 470 1,526 Ventilation:Winter CFM: 0, Summer CFM:0 0 0 0 0 System 2 Ahu 2nd Floor Load Totals: 13,946 2,184 18,456 20,640 z Supply CFM: 839 C', e FM Per Square ft.: 0.856 Square ft.of Room Area: 981 Square ft. Per Ton: 570 Volume(ft3)of Cond. Space: 8,982 Total Heating Required Including Ventilation Air: 13,946 Btuh 13.946 MBH Total Sensible Gain: 18,456 Btuh 89 % Total Latent Gain: 2,184 Btuh 11 % Total Cooling Required Including Ventilation Air: 20,640 Btuh 1.72 Tons(Based On Sensible+Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. b Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Q\...tLoad.rh9 Friday,September 26,2014,7:01 PM Detailed Room Loads - Room 9 - Master Bedroom (Average Load Procedure Calculation Mode Htg. &clg. Occurrences: 1 Room Length: 25.0 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 1 Area: 250.0 sq.ft. Supply Air: 307 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 7.4 AC/hr Volume: 2,500.0 cu.ft. Req.Vent.Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 14 CFM Runout Air: 102 CFM Percent of Supply.: 4 % Runout Duct Size: 6 in. Actual Summer Vent.: 15 CFM Runout Air Velocity: 521 ft./min. Percent of Supply: 5 % Runout Air Velocity: 521 ft./min. Actual Winter Infil.: 24 CFM Actual Loss: 0.174 in.wg./100 ft. Actual Summer Infil.: 5 CFM N-Wall-13A-4ocs 14.6 X\10 111 0.143 m 2.9 318 2.8 0\ 306 S-Wall-13A-4ocs 14.6 X 10 116.2 0.143 2.9 332 2.8 0 321 W-Wall-13A-flocs 16.6 X 10 144.2 0.143 2.9 413 2.8 0 398 N-GIs-GLASS 0.9/0.6 shgc-0.6 35 0.900 18.0 630 26.2 0 918 100%S(2) S-GIs-GLASS 0.9/0.6 shgc-0.6 29.8 0.900 18.0 536 26.1 0 776 0%S W-GIs-GLASS 0.9/0.6 shgc-0.6 21.8 0.900 18.0 392 71.3 0 1,551 0%S UP-Ceil-16ER-30 25 X 10 250 0.032 0.6 160 0.9 0 232 Floor-22A-ph 46 ft..Per. 46 1.358 27.2 1,249 0.0 0 0 Subtotals for Structure: 4,030 0 4,502 Infil.:Win.:23.8,Sum.: 5.1 458 1.142 523 0.183 189 84 Ductwork: 1,837 1,346 AED Excursion: 355 People:200 lat/per,230 sen/per. 2 400 460 Room Totals: 6,390 589 6,747 C:l...\Load.rh9 Friday,September 26,2014,7:01 PM z E:. Detailed Room Loads - Room 2 - Master Closet (Average Load Procedure Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 18.9 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 1 Area: 189.0 sq.ft. Supply Air: 76 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.4 AC/hr Volume: 1,890.0 cu.ft. Req.Vent.Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 5 CFM Runout Air. 76 CFM Percent of Supply.: 6 % Runout Duct Size: 5 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 556 ft./min. Percent of Supply: 5 % Runout Air Velocity: 556 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.254 in.wg./100 ft. Actual Summer Infil.: 2 CFM 00 01, a. 1,00 IFgA N-Wall-13A-flocs 16.1 X 10 128.1 0.143 2.9 366 2.8 0 354 N-GIs-GLASS 0.9/0.6 shgc-0.6 32.9 0.900 18.0 591 26.2 0 862 100%S Floor-22A-ph 16 ft..Per. 16 1.358 27.2 435 0.0 0 0 Subtotals for Structure: 1,392 0 1,216 Infil.:Win.:8.4, Sum.: 1.8 161 1.143 184 0.186 66 30 Ductwork: 636 332 AED Excursion: 88 Room Totals: _ 2,212 66 1,666 C:1...1Load.rh9 Friday,September 26,2014,7:01 PM Detailed Room Loads - Room 3 - Vestibule (Average Load Procedure Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.5 ft. System Number: 1 Room Width: 10.0 ft. Zone Number. 1 Area: 85.0 sq.ft. Supply Air: 0 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.0 AC/hr Volume: 850.0 cu.ft. Req.Vent.Clg: 0 CFM Number of Registers: 0 Actual Winter Vent.: 0 CFM Runout Air: 0 CFM Percent of Supply.: 0 % Runout Duct Size: 0 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 0 % Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.000 in.wg.1100 ft Actual Summer Infil.: 0 CFM J Subtotals for Structure: 0 0 0 Infil.:Win.:0.0, Sum.: 0.0 0 0 0 0 0 0 Room Totals: 0 0 0 C:t...tLoad.rh9 Friday, September 26,2014,7:01 PM U, s� r u Detailed Room Loads - Room 4 - Powder Room (Average Load Procedure 'I'll -2711111REEK& Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 4.7 ft. System Number. 1 Room Width: 10.0 ft. Zone Number: 1 Area: 47.0 sq.ft. Supply Air: 0 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.0 AC/hr Volume: 470.0 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 0 Actual Winter Vent.: 0 CFM Runout Air: 0 CFM Percent of Supply.: 0 % Runout Duct Size: 0 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 0 % Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.000 in.wg.1100 ft. Actual Summer Infil.: 0 CFM � K Subtotals for Structure: 0 0 0 Infil.:Win.:0.0,Sum.: 0.0 0 0 0 0 0 0 Room Totals: 0 0 0 C:\...\Load.rh9 Friday,September 26,2014,7:01 PM Detailed Room Loads - Room 5 - Master Bath (Average Load Procedure ., z v Calculation Mode: Htg.&clg. Occurrences: 1 Room Length: 9.4 ft. System Number: 1 Room Width: 10.0 ft, Zone Number: 1 Area: 94.0 sq.ft. Supply Air: 56 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 3.5 AC/hr Volume: 940.0 cu.ft. Req.Vent.Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 56 CFM Percent of Supply.: 4 % Runout Duct Size: 4 in. Actual Summer Vent,: 3 CFM Runout Air Velocity: 637 ft./min. Percent of Supply: 5 % Runout Air Velocity: 637 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.456 in.wg./100 ft. Actual Summer Infil.: 1 CFM W-Wall-13A-flocs 8.6 X 10 77.6 0.143.. .s 2.9 222 2.8 0 214x W-GIs-GLASS 0.9/0.6 shgc-0.6 8.4 0.900 18.0 151 71.3 0 597 0%S UP-Ceil-16ER-30 9.4 X 10 94 0.032 0.6 60 0.9 0 87 Floor-22A-ph 9 ft..Per. 9 1.358 27.2 244 0.0 0 0 Subtotals for Structure: 677 0 898 Infil.:Win.:4.5, Sum.: 1.0 86 1.140 98 0.186 35 16 Ductwork: 313 244 AED Excursion: 64 Room Totals: 1,088 35 1,222 C:t...iLoad.rh9 Friday,September 26,2014,7:01 PM n�' _ rr., �OVVi M71 . i Detailed Room Loads - Room 6-- Stud (Average Load Procedure Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 24.9 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 1 Area: 249.0 sq.ft. Supply Air: 259 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 6.2 AC/hr Volume: 2,490.0 cu.ft. Req.Vent.Cig: 0 CFM Number of Registers: 3 Actual Winter Vent.: 10 CFM Runout Air: 86 CFM Percent of Supply.: 4 % Runout Duct Size: 5 in. Actual Summer Vent.: 12 CFM Runout Air Velocity: 632 ft./min. Percent of Supply: 5 % Runout Air Velocity: 632 ft./min. Actual Winter Infil.: 18 CFM Actual Loss: 0.329 in.wg./100 ft. Actual Summer Infil.: 4 CFM x t,. E-Wall-I3A-flocs 2.7 X 10 27 0.143 2.9 77 2.8 0 75 S-Wall-13A-flocs 16.5 X 10 119.4 0.143 2.9 342 2.8 0 330 W-Wall-1 3A-4ocs 15.2 X 10 120.2 0.143 2.9 344 2.8 0 332 S-GIs-GLASS 0.9/0.6 shgc-0.6 36 0.900 18.0 648 26.1 0 940 0%S(2) S-GIs-GLASS 0.9/0.6 shgc-0.6 9.5 0.900 18.0 172 26.1 0 248 0%S(2) W-GIs-GLASS 0.9/0.6 shgc-0.6 31.8 0.900 18.0 572 71.3 0 2,267 0%S Floor-22A-ph 34 ft..Per. --......___..__._...._.-.-----.....358...._.....-- 27.2 923 — 0.0 0 0 Subtotals for Structure: 3,078 0 4,192 Infil.:Wn.: 17.9,Sum.: 3.8 344 1.142 393 0.183 142 63 Ductwork: 1,400 1,135 AED Excursion: 300 Room Totals: _ 4,871 142 5,690 C:1...\Load.rh9 Friday,September 26,2014,7:01 PM F Detailed Room Loads - Room 7- Bottom Stair(Average Load Procedure OF Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 27.4 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 1 Area: 274.0 sq.ft. Supply Air: 34 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.7 AC/hr Volume: 2,740.0 cu.ft. Req.Vent.Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 4 CFM Runout Air: 34 CFM Percent of Supply.: 11 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 392 ft./min. Percent of Supply: 5 % Runout Air Velocity: 392 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.175 in.wg./100 ft. Actual Summer Infil.: 2 CFM N.-Wall-1 3A-4ocs 9.3 X 10 93 0.143 2.9 266 =. 2.8 Ory 257 S-Wall-13A-4ocs 9.8 X 10 98 0.143 2.9 280 2.8 0 270 Floor-22A-ph 19 ft..Per. 19 1.358 27.2 516 0.0 0 0 Subtotals for Structure: 1,062 0 527 Infil.:Win.:9.9, Sum.:2.1 191 1.141 218 0.183 79 35 Ductwork: 516 150 AED Excursion: 40 Room Totals: 1,796 79 751 C:\...\Load.rh9 Friday,September 26,2014,7:01 PM 114 w Elz ,.. y,,.. ' Detailed Room Loads - Room 8 - Bedroom 1 2nd FL (Average Load Procedure +,'. `�o..,.�>.� � .�._✓"-.w, ,zr�r. �:F�a:,- ... 'E a�,.s�;. � ��;�<s �"» "y f �.:�i�.:;. .3 *`a*{�: Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 27.8 ft. System Number: 2 Room Width: 10.0 ft. Zone Number: 1 Area: 278.0 sq.ft. Supply Air: 311 CFM Ceiling Height: 8.5 ft. Supply Air Changes: 7.9 AC/hr Volume: 2,363.0 cu.ft. Req.Vent.Cig: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 104 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 527 ft./min. Percent of Supply: 0 % Runout Air Velocity: 527 ft./min. Actual Winter Infil.: 17 CFM Actual Loss: 0.178 in.wg./100 ft. Actual Summer Infil.: 9 CFM K I M WIR gym V ' N-Wail-13A-4ocs 17.1 X 8.5 133.2 0.143 2.9 381 2.8 RPI 0 368 E-Wall-13A-flocs 10.8 X 8.5 63 0.143 2.9 180 2.8 0 174 W-Wali-13A-flocs 14.9 X 8.5 97.8 0.143 2.9 280 2.8 0 270 N-GIs-GLASS 0.9/0.6 shgc-0.6 12.2 0.900 18.0 219 26.3 0 320 100%S E-GIs-GLASS 0.910.6 shgc-0.6 28.8 0.900 18.0 518 71.3 0 2,053 0%S W-GIs-GLASS 0.9/0.6 shgc-0.6 28.8 0.900 18.0 518 71.3 0 2,053 0%S UP-Ceil-16ER-30 27.8 X 10 278 0.032 0.6 178 0.9 0 258 _........_.....__..._......_......_.__..........................................._._...................._......................................................._..._....._............_................._........_......_................._....---....------_..................._............__....._ .-.._._..._.--- -...._..---- Subtotals for Structure: 2,274 0 5,496 Infil.:Win.: 16.8,Sum.:8.6 364 1.014 369 0.390 320 142 Ductwork: 1,012 963 People:200 lattper,230 sen/per: 1 _ 200 230 Room Totals: 3,655 520 6,831 C:\...\Load.rh9 Friday,September 26,2014,7:01 PM E kk Detailed Room Loads - Room 9 - Bath 9 2nd FL (Average Load Procedure t z tZ Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 6.4 ft. System Number: 2 Room Width: 10.0 ft. Zone Number: 1 Area: 64.0 sq.ft. Supply Air: 34 CFM Ceiling Height: 8.5 ft. Supply Air Changes: 3.7 AC/hr Volume: 544.0 cu.ft. Req.Vent.Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 34 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 389 ft./min. Percent of Supply: 0 % Runout Air Velocity: 389 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.173 in.wg.1100 ft. Actual Summer Infil.: 3 CFM N-Wali-13A-4ocs 10 X 8.5 75.2 0.1438 2.9 215 2.8s 0 208 E-Wail-I3A-flocs 6.2 X 4.2 26.3 0.143 2.9 75 2.8 0 73 N-GIs-GLASS 0.910.6 shgc-0.6 9.8 0.900 18.0 176 26.3 0 258 100%S(2) UP-Ceil-16ER-30 6.4 X 10 64 0.032 0.6 41 0.9 0 59 Subtotals for Structure: 507 0 598 Infil.:Win.:5.1, Sum.:2.6 111 1.015 113 0.395 98 44 Ductwork: 237 105 Room Totals: 857 98 747 C:1...1Load.rh9 Friday,September 26,2014,7:01 PM " im Detailed Room Loads - Room 90 - Bedroom 2 2nd FL (Average Load Procedure Calculation Mode: Htg. &c1g. Occurrences: 1 Room Length: 30.7 ft. System Number. 2 Room Width: 10.0 ft. Zone Number: 1 Area: 307.0 sq.ft. Supply Air: 252 CFM Ceiling Height: 8.5 ft. Supply Air Changes: 5.8 AC/hr Volume: 2,609.5 cu.ft. Req.Vent.Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 84 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 617 ft./min. Percent of Supply: 0 % Runout Air Velocity: 617 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.313 in.wg./100 ft. Actual Summer Infil.: 8 CFM E-Wall-I3A-flocs 3 X 8.5 25.5 0.143 2.9 73 2.8« 0 70 S-Wall-13A-4ocs 17.1 X 8.5 120.6 0.143 2.9 345 2.8 0 333 W-Wall-13A-flocs 17.7 X 8.5 111.6 0.143 2.9 319 2.8 0 308 S-GIs-GLASS 0.9/0.6 shgc-0.6 24.8 0.900 18.0 446 26.1 0 646 0%S W-GIs-GLASS 0.9/0.6 shgc-0.6 38.9 0.900 18.0 699 71.3 0 2,772 0%S(3) UP-Ceil-16ER-30 30.7 X 10 307_ 0.032 0.6 196 0.9 0 285 Subtotals for Structure: 2,078 0 4,414 Infil.:Win.: 14.8,Sum.:7.6 321 1.015 326 0.392 282 126 Ductwork: 921 783 People:200 lat/per,230 sen/per:.............__...._.__.._......_....... ..._._.... __ 200 230 Room Totals: 3,325 482 5,553 C:\...\Load.rh9 Friday,September 26,2014,7:01 PM u _s RUN Detailed Room Loads - Room 1? - Bath 2 2nd FL (Average Load Procedure Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 6.5 ft. System Number: 2 Room Width: 10.0 ft. Zone Number: 1 Area: 65.0 sq.ft. Supply Air: 46 CFM Ceiling Height: 8.5 ft. Supply Air Changes: 5.0 AC/hr Volume: 552.5 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 46 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 527 ft./min. Percent of Supply: 0 % Runout Air Velocity: 527 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.314 in.wg./100 ft. Actual Summer Infil.: 2 CFM k �. W-Wall-13A-flocs 8.8 X 8.5 66.4 0.143 2.9 190 2.8 0 183 W-GIs-GLASS 0.9/0.6 shgc-0.6 8.4 0.900 18.0 151 71.3 0 597 0%S UP-Ceil-16ER-30 6.5 X 10 65 0.032 0.6 42 0.9 0 60 Subtotals for Structure: 383 0 840 Infil.:Win.: 3.5, Sum.: 1.8 75 1.016 76 0.388 66 29 Ductwork: 176 143 Roam Totals: --� ---- 635 �-_— 66 1,012 C:1...1Load.rh9 Friday, September 26,2014,7:01 PM "KB2EIRn; ss x Wiz. Detailed Room Loads - Room 12 -AC Closet FL 2 (Average Load Procedure Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 4.5 ft. System Number: 2 Room Width: 10.0 ft. Zone Number: 1 Area: 45.0 sq.ft. Supply Air: 2 CFM Ceiling Height: 8.5 ft. Supply Air Changes: 0.3 AC/hr Volume: 382.5 cu.ft. Req.Vent.Cig: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 2 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 25 ft./min. Percent of Supply: 0 % Runout Air Velocity: 25 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.001 in.wg./100 ft. Actual Summer Infil.: 0 CFM rA . T UP-Ceil-16ER-30 4.5 X 10 45 0.032 0.6 29 0.9 0 42 �.— _ _ —....______._.._.._......_......._.._.__.___.__.........__..._—.. Subtotals for Structure: 29 0 42 Infil.:Win.:0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 11 _._..__----- -.._-7. Room Totals: 40 0 49 C:t...1Load.rh9 Friday, September 26,2014,7:01 PM r . R^.•P 't r "2 '�., :'�` 32 ... Et P 2�wA' i ,l S.' ��,i .0 ,? �3� � 4'M y. F' T Detailed Room Loads - Room 13 - Top Stairs FL2 (Average Load Procedure 1 z^ �� Calculation Mode: Htg.&cig. Occurrences: 1 Room Length: 22.2 ft. System Number: 2 Room Width: 10.0 ft. Zone Number: 1 Area: 222.0 sq.ft. Supply Air: 194 CFM Ceiling Height: 11.4 ft. Supply Air Changes: 4.6 AC/hr Volume: 2,530.8 cu.ft. Req.Vent.Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 97 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 494 ft./min. Percent of Supply: 0 % Runout Air Velocity: 494 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.157 in.wg./100 ft. Actual Summer Infil.: 8 CFM 3�11'1'1�`?" c k k. �: • N-Wall-13A-4ocs 10.4 X 1 10.4 0.143 2.9 30 2.8 0 29 E-Wall-13A-flocs 21.4 X 7.6 136.2 0.143 2.9 390 2.8 0 376 S-Wall-13A-4ocs 10 X 11.4 87.8 0.143 2.9 251 2.8 0 242 W-Wall-13A-4ocs 21.4 X 2 42.8 0.143 2.9 122 2.8 0 118 E-GIs-GLASS 0.9/0.6 shgc-0.6 19.2 0.900 18.0 346 71.3 0 1,368 0%S(2) E-GIs-GLASS 0.9/0.6 shgc-0.6 7.2 0.900 18.0 130 71.4 0 514 O%S(2) S-GIs-GLASS 0.9/0.6 shgc-0.6 21.8 0.900 18.0 392 26.1 0 567 0%S S-GIs-GLASS 0.9/0.6 shgc-0.6 4.4 0.900 18.0 80 26.0 0 115 0%S UP-Ceil-16ER-30 22.2 X 10 222 0.032 0.6 142 0.9 0 206 Floor-22A-ph 63 ft..Per. 63 1.358 27.2 1,711 0.0 0 0 Subtotals for Structure: 3,594 0 3,535 Infil.:Win.: 15.2,Sum.:7.8 330 1.016 335 0.391 290 129 Ductwork: 1,505 601 Room Totals: 5,434 290 4,265 SER 2 9 2014 C:\...\Load.rh9 Friday,September 26,2014,7:01 PM t ..., i �a., '..:, .r ,,, �._. „ i.,�. �.. ..,., � ,:. F:.,.. x ..,.. .,, r�4:�.,<,7 .....,,�'_:. 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"1( .._ '::�.. ,..,a. ;..L L.. .,.,, i �[kra 7. �,v... 1:.s.. .,. Ni f .r ,'+i.G. wh. mh,.� .(3..-,. .. r.,� .,,,r+-S'F'r'.,.... ,r .. I'r,,,,-� ,,,_ .�,..:, ,��`v .. .. � • ,�s�'x T_ r.vmh v, y �k' w J.z:,,:�Gs ts. .t �y r�i. SF f. Jr i.:r� :",. .r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-258498 Permit Number: RC-12-14-2759 Inspection Date: May 09,2016 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: JONES,WILLIAM Work Classification: Addition Job Address:379 NE 94 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060136130 Project: <NONE> Contractor: ORONI INC Phone: (305)685-0412 Building Department Comments ADDITION OF NEW MASTER BEDROOM EXTENSION & InfPassed Commence BATHROOM REMODEL TO INCLUDE POWDER ROOM. INSPECTOR COMMENTS False 12/10/2015-NO PERMITS SHOULD BE ATTACHED AN NO INSP UNLESS QUALIFIER DOES IN PERSON. lel ((o Inspector Comments Passed�,C SSI l Failed El Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid For Inspections please call: (305)762-4949 May 10,2016 Page 1 of 1 •� 'SKETCH OF BOUNDARY SURVEY SCALE: 1 = 25 LOCATION MAP SITE PICTURE ..................... 20.38' ALLEY ::.J.: ::. w R< a .. ............. ............... .......................... ..................... ................................. �" •.�.• a° >€ yrs. Wim.. 99 99......................... ........ '• -- - 9999 , 9999.................................. � ¢ ............ ....................... 10 Mph. 9999 :.... '.•CD'.:•.•.•:•:•:•:�09.9•. F.I.P. �' P .. :F PI-'.U: . �, •mm .� ............. ... 9999 .. a;::: .... w r •.•S88 52 43 W �.:::: _ 150.00 M&R 3 4• o =; >~o es ( P) - J, (no•C6P): K'.:'..: t � ;i�sd•aNearm - -..=r o LL A/C Pad o °Conc. I� 23.15' . 1.0. y ° ::::. o (3,x3.) vv 5, Planter �5' 9.0' `'� �` 35.00 = C t Elev.l 1.00 Q16.10 12.0'w v 3' Y. /v - - - _ 0 6.0' 14.0' Alt�n}inum . .d 'd' I N V u•�/ a e 3 Vf H _. �F� _ eiesfils� _ � 018.40 2.0 Ki \1 J �" L 0 I 0.7'cl 1 STY CBS N �✓ o v v p; :o •......•.•.•.•.•.•. ® w RESIDENCE o o p 4.7' H o o vv o z z S •••• • J J o O �/�/ a. - rn F.F.EIev.11.10 ✓ a N v�. Lot : : � u: • a r7 4.15 19.25 5.10' I 10.40' y.� ��„v W a- c 999:9 .. . 9009 • 2 p p Planter 5v, an er�� 9.5 v o v o t1 Em 0 C 00,00• � s••9 i 6.5' �� SPA vvv �i 'o 3 to O C • �•••s • • 10.00' v�ivv `56.8' I - o✓vim 9.5 vv vim' a r C 0000 ' . �v p � `9.2'� ✓ �✓v `o :: C7 ® - z 0000 0000 it7 4' C.B.S iu Tiledvvu1 v�v�v- v,:? i\led'` u _�_ 0000•. • •• • n Wall tO�`�Floorvvvr `r co'"vv��'nivv�Pool✓�t✓v �• Ll :c... ■ :: D_ �` g_h : • • , , • 0000• deo v� vw.00 °i v.iw\/3.5%v�vvDeck;�,v rINp :. al .: LJ,J O ® G _ •• •• 0000 0000• 6r sf' 2.4'.v�•., 9.5'. N y!vvv Op aj `J (,� "� _ 9.000• • Y N AlGate i�i u c �✓�/u q(' O 25.15' M N m (D .: fes! M �/ ,+� • • • •• • m� I in 9.0'� Planter o ai�i�i. oD Q _.. Al U ZQ1� • • • • Ifo 6Pan er 5 IL `10.0"�a O o f A/C Pad :.:.Ll , �••••• :0000 14.60 16.50 I 5.7 �i o (2'x2') JOB SPECIFIC SURVEYOR NOTES. •• • ••,, ' ••• P y _CC b 50 21.40' � D Elev. _ o ��Y: , • � • Jc:: PROPERTY THE Jv ^ I 9.O' , N Q.�: }1 ©FLOOD ZONE_*r Of Of FLOOD INSURANCE RATE MAP IDENTIFIED AS COMMUNITY PANEL No. IM52-D ON THIS SAM DOE NOT LIE WITHIN A spEcIAL ASOD 2L WITH EFFECTIVE DA Or SEPTEMBBY THE FED ENCY ER EER 1111,2009. BASE FLOOD ELEVATION CY',THE PROPERTY&S WftM A Clo co C.B.S. 2 STY CBS 43.00 Ln OF N/A FEET(NM) N 15.55 ° 14.60' Addition RESIDENCE 6.00' ^ a �: 70 ' CN ..: OO LAND ARES,OF suBIECr PROPERTY.19,200 sF M F.F.Eiev. 11.00 No.37910 A/C Pad I F.F.Eiev. 11.155 M Q ELEVATIONS ARE BASED ON THE NATIONAL GEODETICVERTICAL DATUM(NGVD)OF 1929,AS PER MUMU DADE COUNTY BENCH MARKNaN-W3 WITHAN ELEVATION OF 7.70FEET (3'x3')� p 24.00' N • • ®BEARINGS SHOWN HEREON ARE BASED ON AN ASSUME MERIDIAN OF N.Ol035'27"W.,BEING THE RECORDED BEARING FOR THE CENTERLINE OF N.E.4th AVE.,AS SHOWN ON PLAT BooK 10 AT Z Elev.10.70 I I Z PAGE 70 OF THE PUBLIC RECORD OF MIAMI COUNTY FLORIDA 0.6'cl N : z:. LO p, Porch O M GENERAL SURVEYOR NOTES: ° 17.20'N 10.44 :..:.. ............ THE SHOWN LEGAL DESCRIPTION USED TO PERFORM THIS BOUNDARY SURVEY WAS PROVIDED BY THE CLIENT. L c/° 2 "' 25.20' J/2 Q SURVEY IS BAS®ON RECORDED INFORMATION PROVIDED BY CLIENT.NO SPECIFIC SEARCH OF THE PUS IC RECORD HAS BEEN MADE BY OUR OFFICE 4' Aluminum 9.5 43.30 (no cap) ��' Gate Planter UNLESS OTHERWISE NOTED,AN DOMINATION OF THE ABSTRACT OF TIRE WAS NOT DONE BY THE SIGNING SURVEYOR TO DET8M4E WHICH INSTRUMENTS,IF ANY ARE AFHXTING THE SUBJECT S' PROPERTY. 6) THIS SURVEY IS EXCLUSIVELY FOR THE USE OF THE PARTIES TO WHOM IT WAS CERTIFIED. 0 0 a- tO I trj O p ° PURSUANT TO RULE 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE THE EXPECTED USE Or-LAND TS SUBURBAN,THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPEOF SURVEY IS 1 F.I.P. 15 N N FOOT IN 7,500 FEET.THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATIONS of CLOSED GEOMETRIC FIGURES WAS FOUND TO EXCED THUS REQUIRDeff. 3/4* (n0 Cap) 'C S. ' I 9.O' IMPROVEMENTTHERE ARE NOS AD]OIMNG PROPERTIES,STREETS OR ALLEYS UPON THE SUBIECTT PROPABOVE GROUND ENCROAa*WM(a)13Y THE IMPROVD%NTS OF THE S YOOTHER PTHAN THOSE SHOWN ON BOUNDARY SURVEYUPON ADIOINING PROPERTIES,MEETS OR ALLEYS,�R(bj BY 771E ° <5' Si d ewa i k S88"52'43"W 150.00'(M&R) ° ° • d' ° F.I.P. THERE ARE NO VISIBLE EASEMENTS OR RIGHT-0F-WAY OF WHICH THE UNDERSIGNED HAS BEEN ADVISED OTHER THAN THOSE SHOWN ON THIS SURVEY. 0 3/4'0 (n0 cap) THE MAP OF SURVEY IS INTENDED TO BE DISPLAYED AT THE SHOWN GRAPHIC SCALE IN ENGLISH UNITS OF MEASUREMENT.IN SOME CASES GRAPHIC REPRESENTATION HAVE BEEN OAGERATED TO MORE CLEARLY ILLUSTRATE A PARTICULAR AREA WHERE DIMENSIONS MALL HAVE PREFERENCE OVER GRAM LOCA170N b 22' Grassed Parkway �' •°°• THE ELEVATIONS(IF ANY)OF WELL-IDENTIFIED FEATURES AS DEPICTED ON THIS SURVEY AND MAP WERE MEASURED TO AN ESTIMATED VERTICAL POSITIONAL AC7CURACI OF p FOOT FOR NATURAL L[) Cezn C. GROUND SURFACES AND 3,r- tom FOOT FOR HARDSCAPE SURFACES,INCLUDING PAVEMENT,CURBS,SIDEWALKS AND OTHER MANMADE STRUCTURES. M e P� ...'.•.• .,.• .,.'.•••.•:.'.'.•.•.'.'.:'.•.•.:'.•.'.'..'.•.%*-'.:'.'. THE SURVEYOR MAXES NO REPRESENTATION AS TO OWNERSHIP,POSSESSION OR OCCUPATION Or THE SUBJECT PROPERTY BY ANY ENTITY OR INDIVIDUAL. t7.. .'.'.'.'.'.'.'.. . . ..... ....................................... 13.0'° ANY FEMA FLOOD ZONE INFORMATION PROVIDED ON THIS SURVEY IS FOR INFORMATIONAL PURPOSE ONLY AND IT WAS OBTAINED AT W WW.FENUI COM ......... :" '.....'... ....... ...:.....:.......:.................. :...:•::.•:::...•:::::.•::.•....'.'...'.:'.'.'.'......'......'.......'....'.'...:'.'..':.".':.'.'.:'.'.':.':.':......:...................... 1 .................. . ........................................................................ ....................... '.1Q.::.'.'.':.'.'.:'.':::.':::'.'.'.':.':.'.'.'.'.V..%%%,.21' Asphalt POvement:.•.'.'.•.:•.:•.•:.•.:•.' ""'•••':••'•'•'•'•'•09':9'9'''':''''''''':'':''.:'.' .'.'.'.'.':.'.'...'.'.'.':.'.'.':.'.'.':.':.'.'.:':.V IF YOU ARE READING THIS BOUNDARY SURVEY IN AN ELECTRONIC FORMAT,THE INFORMATION CONTAINED ON THIS DOCUMENT I5 ONLY VALID IF THIS DOCUMENT 15BFCTROMCALLYSIGNEDAS 9999...... P SPECIFIED IN GRAPIER 53-17.062(3) THE FLORIDA ADMINISTRATIVE CODE ff THIS DOCUMENT IS IN PAPER FORMAT,IT IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RATSED SEAL Or. THE PROFESSIONAL LAND SURVEYOR AND MAPPER OF RECORD. ,...... .............................................................''75 TOTAL ::::::::::: :: : :::: ENCROACHMENTS AND OTHER POINTS OF INTEREST: :::.MH : LEGAL DES(%MO N: THERE ARE NO VISIBLE ENCROACHMENT OF THE SUBIECT PROPERTY :9'99:9. /W :::::::::::::::: ....................................................................... N.E. 94th S T. .......... ::::: : : :: ::: :::::::::: :: ::: ::: : : : -THE SUBJECT PROPERTY IS WITHIN A FLOOD ZONE x(SEE NOTE I) LOTS 15,16 AND 17,BLOCK 45,OF MIAMI SHORES SECTION No.1,ACCORDING TO THE PLAT THEREOF AS -THERE ARE NO PLAITED UTI1_EASEMENT ON THE THE SUBJECT PROPERTY .................................................................................. ........ RECORDS)IN PLAT BOOK 10 AT PAGE 70,OF THE PUBLIC RECORDS OF MIAMI-DADS COUNTY,FLORIDA ABREVIA .................................... ........ TION(IF ANY APPLIED) CURE I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF"BOUNDARY SURVEY'AND THE SURVEY MAP RESULTING THEREFROM OF THE ABOVE DESCRIBED PROPERTY IS A TRUE AND CORRECT REPRESENTATION tAM CONDMOM= P/I-PMXIpY SURVEYOR'S LEGEND(IF ANY APPL= OFA FIELD SURVEY MADE UNDER MY DIRECTION AND MEETS THE INTENT OF THE APPLICABP= POW OF COMMOXEMMLE PROVISIONS OF THE"MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA" PA -POOR R �/c"Pmaa�a�a v� BOUNDARY UN_ ® Tai PURSUANT TO RULE 53-17 OF THE FLORIDA ADMJNISTRATIVE CODE AND ITS IMPLEMENTED LAW,CHAPTER 472.027,OF THE FLORIDA STATUTES. SIM-CnINIAIED Pt-POUR 0 Pnmr.etroR P.PROP13"IIID: - RL=SMUCU P �N OM:CO PA YaPFJ.WIpT ® EW,. � �°: American Services oMiami, R ��A ...... ........ 9999. ................... 7/'� Oma.- P.L.POINT a r METAL FENCE ,� POWER PSE WILLIAM J.]OWES J Corp. n_e.ETO W01f.Fl�]mIT Rte..RAOX RM 00 _ Fes" R ¢ Consulting Engineers . Planners . Surveyors ° LndcF HANDICAPSPACE SITE ADDRESS: 379 N.E.94th STREET,MIAMI SHORES,FL 33138 ,7 w F M ®"�DEOYDOCK o Ed APino PA.F�xrauRr R ->gY RNL Aw ooc FAP. -FOTO• W uE RISC RIP..0r RTW vmc Q ASPHALTEDAREAS tJ HANDICAPSPACE FA-FM RORNN PIIR MY- ®ODS __�M JOB NUMBER: 14-527 9370 S.W. 72nd Street, Suite A-102 P SI Nlj VEYOR F8-ROUND RPIIO: R ;�aP > " ® BR=ORPAVM M WARRVALVE DATE OF SURVEY: MAY 17,2014/N01(.02,m15/MARCH 08,2016 Miami, Florida, 33173 `�iD.• �t;NsY 771 'C-Pm"naowl')IIB( {O• ®ROOFED ARM wM WnT�e� FOLIO NUMBER: 11-3206-013-6130 LB 6683 PH: (305) 598-5101 FAX: (305) 598-8627 �,�'S� DA •M"°� ®WATER(EDLoFwATER) 4o SWT ASOMIAMI.COM DATE: MARCH 09,2016 Pea e4afhd, lac. (305) 274-5541 Certificate of Compliance for Termite Protection (as required by Florida Building Code (FBC) 1816.1.7) Permit #: Address of Treatment or Lot/Block of Treatment 7 _ , Method of Termite Prevention Treatment - soil barier, wood treatment, bait system, other(describe) The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. Authorized Signature License # JB846 MIAMI, MMMMami-Dade,County Building Department 1.1845 S.W.26 Sixeet,Miami,FL 33175-2474 mi midade.eov/buildinin ENERGY, SQA AND ACT CERTIFICATE Buildiag PermitNo: _RL- 12 i y-2'159. Project Name: Job Address: ,S'6 MT NT OF COW�LIANCE We,the undersigned,hereby certify that the M=MD. , I a M INSULATION has been installed is the above tcfemwai Prajcct,in cctttlitlianm with the Iaf6gst6:Oun Of the ILQMA LIMPING CODE the APPROYM BAR& CALMATIOM and Placa and in accordance with good construction ptaatice;The insulation furnished and installed has the ch alias shaven below,(check atilt'applicable costes). Exterior CBS Walls Insulation:R-' �Mirr.):h2aterial• Thickness: ...+ inch:(es);M.mty, iblft:Mfg: Exterior FratadMeta)Stud Welis:R- (Min.):Iviatorial: Thickness: ineh(es):Density: Ib18:WSW arior solid concrete walls;R (Pain,):material: Thickness: inch(es):Density: liilft Mfgr: ooIrderior walls separating A/C from nou A1C spaces insulation:R. (Min.) Material: .� �;Thickness: inch(as);Density: ib/ft O KMANLY SIDIR TI-ar CONSM6 MN ONLY,The COMMON(Party)walls to two separate conditioned tenancies shall be insulated to a minimum ofR-I I for frame walls,and to R-3 on both sides of common masonry walls Soe M4ERGY CODE,2007,paragraph 13--602.ABC L I,on page 13.74,latest edition These"minimum j eFv is of insulation"•are not included in the Energy Calculations,but shall be installed in the field. Ceiliog insolation R (Min),Material: 71si6 k a Ittclt( ),T etisSty 1b1 M : �, _.. _. Walls,pa€dtians andfloorloaft t:ssemblies betweeo.dweliiag turits or between dwelling units seal adjacent public or service arm such as halls.conidom,stairs,at.mid ltavc.:a.sotu(d tmustaission class(STC}of notless than 50(pe tiona must maintain fbe requited ra", Floorleeiling assemblies between 4welling units or between dwelling units and public or service areas such as hails,c ti ts, stairs,etc.musthave an impact lasalation class(XrC)ratingofrot Iess ftn 50. Make photocopies of this sheet in your office,as required for future jobs. butalled by: !!A Lwalation Company Name Insulation Con huWation Contractor CC# f Date Certified: ` 6• O.C.tBuilder. � , k Company Name G.C]Builder's Signature Budding Contractor CC#: Date Certified: Note:For lightweightInsulatiag concrete,use appropriate forms,separate from this one. Revised 02-26-2009 Notice of Preventative Treatments for Termites (As required by Florida Building Code(FBC) 104.2.6) W 4� Par &rte. 96. (305)274-5541 77d V&-v iD.<- ,V IiAr a vA i F-k- Pelplt# Address of Treatment or Lot/Block of Treatment Date Time Applicator A-fows — —17-/-"f 0&e/. 357 Product Used Chemical used(active ingredient) Number of gallons applied 'as Percent Concentration Area treated(square feet) Linear feet treated /yak. Stage of treatment(horizontal,Vertical,Adjoining Slab,retreat of disturbed area) Asper 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. m Authorized S' � License#JB846 (7/3� I, ,ZZE 1 - _...._.. _...._ Rt�tiHi°gal• '.' 'Y%3�,k_....L :.Y.„ fA�..�. ¢"rt:aFt, �_ a"st• &,..., R 'aY ,:FY � :- �3. R1i. - `Ptag-[ __ S- ijC, ♦ fay; ,= .. A �E:.�: �.. x r:- �:a ivy'• sna- .i+.r t„ems-., �” I:. ^if da✓tK IIII* _ �_ r � dzF'� AFMCATIM# 6s , sum Or TUMLUA nm= #.-13-SCl 005M #:FIIOII 392 MM :122.0} #..13-PID-2726= Nm t Tuff � . T aft : ? _ . � TOM of V M04 wXms am*zed far 4 bodwma wib a r +A 0WOMY0 8 OMMM(2 W b8ftm).fcr 8 Of 09 4016, 00/09 t all ! "t ) _: 442-6.003, 3 ' Yti(pq C� E.,ironrpentat Health �� 1•'trtrili:� Hc�atlh �` �� tlia/ilf—lJil(i[' Caullty —T� �i' tlt♦ � f. � --..1}ri't!•�It�nti.!L at i� /j t � ' "--- ME DYNATECH ENGINEERING CORP. W W W.DYNATECHENGINEERING.COM Miami,August 19,2015 Mr. Orlando Iglesias ORONI CONSTRUCTION 14040 NW 66"Court North Miami,FL 33168 Re: Addition @ 379 NE 9e Street Miami Shores,FL Dear Mr. Iglesias: Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on August 19, 2015 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be performed by client if not yet done,prior to construction to verify subsoil conditions. Underlying soils below test levels must be verified to prevent future settlements. (DEC) was not authorized to perform supervision and certification of the building pad preparation. This is not a pad certification. Our reports must be provided to all involved parties for their approval. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, storm gutters discharging at footings, construction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re- compacted and re-tested prior to construction. Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials. No other analysis is implied or warranted. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Enclosed find copies of the compaction test results. It has been q lqy�6 g with you and look forward to do so in the near future. \®®®® ® � �� `•�®® Sincere ours S S w Wissam N ani, P. E. DYNATECH ENGINEERING CORP. Florida Reg.No. 39584 ®B� �>e n _ �►-®�� Special Inspector No. 75 7 Certificate of Authorization No.: CA 5491 � S�®��@ 1 750 WEST 84TH STREET.HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGDMMING.COM ( EC a DEC DYNATECH ENGINEERING CORP. WWW.DYNATECHENGINEERING.COM MOISTURE-DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST DATE: August 19, 2015 CLIENT: ORONI, INC. PROJECT: Addition @ ADDRESS: 379 NE 90 Street,Miami Shores,FL CONTRACTOR: Oroni, Inc. MATERIAL DESCRIPTION: Tan sand SAMPLED BY: JA TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb.Hammer and an 18"drop ASTM D-1557. % MOISTURE DRY DENSITY 6.1 95.6 7.8 99.1 10.5 101.7 104 13.9 100.4 D 15.3 97.5 R 102 Y D 100 E Optimum Moisture 11.6 Percent N 100%Maximum Dry Density102.3 lbs.ku.ft. 98 S I %Passing'/4"Sieve 96.9 Percent Z 96 i, Sampled By:JA 94 Tested By:JA Checked By:WN g°°a°j1�'� g 10 12 14 16 e ctively submitted. As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization , for use,publication of statements,conclusions or extracts from or regarding m �O �VjstSam Naamani,P.E. our reports is reserved pending our written approval. 0 O D`?NATECH ENGINEERING CORP. — ' rida Reg.No.39584 Certificate of Authorization No.:CA 5491 2 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 PAX(305)828-9598 EMAIL INFOODYNATECHENGDMERING.COM � , EC Ir DYNATECH ENGINEERING CORP. ,A . DEC {� WWW.I)YNATECHENGINEERING.COM FIELD DENSITY TEST OF COMPACTED SOILS DATE: August 19,2015 CLIENT: ORONI,INC. PROJECT: Addition @ ADDRESS: 379 NE 94th Street,Miami Shores,FL CONTRACTOR: Oroni,Inc. Test No. 1 Location: South side of addition underslab Test No. 2 Location: North side of addition underslab Test No. 3 Location: West side of addition underslab Test No. 4 Location: East side of addition underslab Test No. Location: Description of Material: Tan sand TEST NO. 1 2 3 4 DEPTH 12" 12" 12" 12" FIELD DENSITY 101.3 100.9 101.1 101.5 MOISTURE CONTENT% 6.4 7.2 7.6 7.5 MAX. DENSITY IN THE FIELD% 99.0 98.6 98.8 99.2 COMPACTION REQUIREMENTS 95% 95% 95% 95% %OF MAXIMUM 100%MAXIMUM DENSITY(LAB) 102.3 102.3 102.3 102.3 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS Please note this is not a pad certification.A soil boring must be performed to determine subsoil conditions below the tested compaction layer prior to construction. Respectfully submitted, Sampled By:JA Tested By: JA d t r i 611111,o° ' Checked By:WN ® N AA ;amiss Naamatu,P.E. e° o � a,�I�NATECH ENGINEERING CORP. r� a t RIbrida Reg.No.39584 ,'(certificate of Authorization No.:CA 5491 *A density test determines the degree of compaction of the tested layer of t5aterl0only. Indo way matest replace a soil bearing capacity determination. A soil boring test must be provided by client,prior to construction to verb st OIL gonditp a teal protection to the clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorizati�ia,f I ehi conclusions or extracts from or regarding our reports is reserved pending on our written approval. e,p®191�$S 6 3 750 WEST 84TH STREET.HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL INFOODYNATEC IENGINEERING.COM PECN r t • • _ arch itecture+design ) Attn: Building Department Official From: Jorge Alberto Parnas,AIA,NCARB,LEED®AP Architect,AR92904 Re: William Jones 379 NE 94th Street Miami Shores,FL 33138 Permit Number.:RC 14.2759 SPECIAL INSPECTION LOG Building Department Official, Our firm has been retained to perform the Special Inspections as per FBC for the above mentioned project. Completed ✓ Special Inspection for SOIL COMPACTION, FBC 1820.3.1 or R4404.4.3.1 —7 2 ✓ Special Inspection for STEEL FRAMING, FBC 2218.2 or R4408.5.21 ✓ Special Inspection for STEEL CONNECTIONS, FBC 2218.2 or R4408.5.21 ✓ Special Inspection for REINFORCED MASONRY, FBC 2122.2.4 or R4407.5.4 Should you have any questions or need any additional information,please do not hesitate to contact me. Sincerely, Jorge Alberto Pemas,AIA,NCARB,LEED®AP =(architecture) 2700 north miami avenue, suite 808 miami,flodda 33127 t: 786.235.2720 e: info@cube2architecture.com aa-26001789 ib-26001134 1 t • - (arch itectu re Attn: Building Department Official From: Jorge Alberto Pernas,AIA,NCARB,LEED®AP Architect,AR92904 Re: William Jones 379 NE 94th Street Miami Shores,FL 33138 Permit Number.:RC 14.2759 SPECIAL INSPECTION LOG Building Department Official, Our firm has been retained to perform the Special Inspections as per FBC for the above mentioned project. Completed ✓ Special Inspection for SOIL COMPACTION, FBC 1820.3.1 or R4404.4.3.1 ✓ Special Inspection for STEEL FRAMING, FBC 2218.2 or R4408.5.21 t � ✓ Special Inspection for STEEL CONNECTIONS, FBC 2218.2 or R4408.5.21 e ✓ Special Inspection for REINFORCED MASONRY, FBC 2122.2.4 or R4407.5.4 612 l Should you have any questions or need any additional information,please do not hesitate to contact me. Sincerely, Jorg erto Pemas,AIA,NCARB,LEED®AP (architecture) 2700 north miami avenue, suite 808 miami,floNda 33127 t: 786.235.2720 e: info@cube2architecture.com aa-26001789 ib-26001134 1 t } • - (arch itecture July 24,2015 Attn: Building Department Official From: Jorge Alberto Pernas,AIA,NCARB,LEED®AP Architect,AR92904 Re: William Jones Residence 379 NE 94th Street Miami Shores,FL 33138 Permit Number.RC-12.14.2759 INSPECTION LETTER Building Department Official, Our firm has been retained to perform the Soil Compaction inspection as per FBC 1820.3.1 for the above mentioned project. As per our inspection,the soil compaction was performed in compliance with the permitted documents. "As a routine matter,in order to avoid possible misunderstanding,nothing In this report should be construed directly or Indirectly as a guarantee for any portion of the structure.To the best of my knowledge and ability,this report represents an accurate appraisal of the present condition of the"Inspected part of the building"based upon careful evaluation of observed conditions,to the extent ressonably-possible.There was no destructive testing done at the previously addressed." Should you have any questions or need any additional information,please do not hesitate to contact me. Sincerely, Jorge Alberto Pemas,AIA,NCARB,LEED®AP =(architecture) 2700 north miami avenue, suite 808 miami, flodda 33127 t: 786.235.2720 e: info@cube2architecture.com aa-26001789 ib-26001134 1 • (arch itectu re July 24,2015 Attn: Building Department Official From: Jorge Alberto Pernas,AIA,NCARB,LEED®AP Architect,AR92904 Re: William Jones Residence 379 NE 94th Street Miami Shores,FL 33138 Permit Number:RC-12.14.2759 INSPECTION LETTER Building Department Official, Our firm has been retained to perform the Soil Compaction inspection as per FBC 1820.3.1 for the above mentioned project. As per our inspection,the soil compaction was performed in compliance with the permitted documents. "As a routine matter,In order to avoid possible misunderstanding,nothing in this report should be construed directly or Indirectly as a guarantee for any portion of the structure.To the best of my knowledge and ability,this report represents an accurate appraisal of the present condition of the"Inspected part of the building"based upon careful evaluation of observed conditions,to the extent reasonably possible.There was no destructive testing done at the previously addressed." Should you have any questions or need any additional information,please do not hesitate to contact me. Sincerely, Jorge Alberto.Pemas,AIA,NCARB,LEED®AP =(architecture) 2700 north miami avenue, suite 808 miami, flodda 33127 t: 786.235.2720 e: info@cube2architecture.com aa-26001789 ib-26001134 1 • - arch itectu re+desig n August 19,2015 Attn: Building Department Official From: Jorge Alberto Pernas,AIA,NCARB,LEED®AP Architect,AR92904 Re: William Jones Residence 379 NE 94th Street Miami Shores,FL 33138 Permit Number:RC-12.14.2759 INSPECTION LETTER Building Department Official, Our firm has been retained to perform the Steel Framing inspection as per FBC 2218.2 for the above mentioned project As per our inspection,the steel framing erected is in compliance with the permitted documents. "As a routine matter,In order to avoid possible misunderstanding,nothing in this report should be construed directly or Indirectly as a guarantee for any portion of the structure.To the best of my knowledge and ability,this report represents an accurate appraisal of the present condition of the"Inspected part of the building"based upon careful evaluation of observed conditions,to the extent reasonably possible.There was no destructive testing done at the previously addressed." Should you have any questions or need any additional information,please do not hesitate to contact me. Sincerely, Jorge Alberto Pemas,AIA,NCARB,LEED®AP (architecture) 2700 north miami avenue, suite 804 miami, florida 33127 t: 305.586.8169 e: jorge.pernas@cube2architecture.com aa-26001789 ib-26001134 1 • - (arch itecturei August 19,2015 Attn: Building Department Official From: Jorge Alberto Pemas,AIA,NCARB,LEED®AP Architect,AR92904 Re: William Jones Residence 379 NE 94th Street Miami Shores,FL 33138 Permit Number:RC-12.14.2759 INSPECTION LETTER Building Department Official, Our firm has been retained to perform the Steel Framing inspection as per FBC 2218.2 for the above mentioned project. As per our inspection,the steel framing erected is in compliance with the permitted documents. "As a routine matter,in order to avoid possible misunderstanding,nothing in this report should be construed directly or Indirectly as a guarantee for any portion of the structure.To the best of my knowledge and ability,this report represents an accurate appraisal of the present condition of the"inspected part of the building"based upon careful evaluation of observed conditions,to the extent reasonably possible.There was no destructive testing done at the previously addressed." Should you have any questions or need any additional information,please do not hesitate to contact me. Sincerely, Jorge Alberto Pemas,AIA,NCARB,LEED®AP (architecture) 2700 north miami avenue, suite 804 miami,florida 33127 t: 305.586.8169 e:jorge.pernas@cube2architecture.com aa-26001789 ib-26001134 1 • - arch itectu re+design ) August 19,2015 Attn: Building Department Official From: Jorge Alberto Pemas,AIA,NCARB,LEED®AP Architect,AR92904 Re: William Jones Residence 379 NE 94th Street Miami Shores,FL 33138 Permit Number:RC-12.14.2759 INSPECTION LETTER Building Department Official, Our firm has been retained to perform the Steel Bolted&Welding Connections inspection as per FBC 2218.2 for the above mentioned project. As per our inspection,the welding performed and the steel bolted connections are in compliance with the permitted documents. "As a routine matter,in order to avoid possible misunderstanding,nothing in this report should be construed directly or indirectly as a guarantee for any portion of the structure.To the best of my knowledge and ability,this report represents an accurate appraisal of the present condition of the"inspected part of the building"based upon careful evaluation of observed conditions,to the extent reasonably possible.There was no destructive testing done at the previously addressed." Should you have any questions or need any additional information,please do not hesitate to contact me. Sincerely, Jorge Alberto Pemas,AIA,NCARB,LEED®AP (architecture) 2700 north miami avenue, suite 808 miami, florida 33127 t: 786.235.2720 e: info@cube2architecture.com aa-26001789 ib-26001134 1 • - 4 (arch itectu re+desig August 19,2015 Attn: Building Department Official From: Jorge Alberto Pernas,AIA,NCARB,LEED®AP Architect,AR92904 Re: William Jones Residence 379 NE 94th Street Miami Shores,FL 33138 Permit Number:RC-12.14.2759 INSPECTION LETTER Building Department Official, Our firm has been retained to perform the Steel Bolted&Welding Connections inspection as per FBC 2218.2 for the above mentioned project As per our inspection,the welding performed and the steel bolted connections are in compliance with the permitted documents. "As a routine matter,In order to avoid possible misunderstanding,nothing in this report should be construed directly or Indirectly as a guarantee for any portion of the structure.To the best of my knowledge and ability,this report represents an accurate appraisal of the present condition of the"Inspected part of the building"based upon careful evaluation of observed conditions,to the extent reasonably possible.More was no destructive testing done at the previously addressed." Should you have any questions or need any additional information,please do not hesitate to contact me. Sincerely, Jorge Alberto Pemas,AIA,NCARB,LEED®AP (architecture) 2700 north miami avenue, suite 808 miami, florida 33127 t: 786.235.2720 e: info@cube2architecture.com aa-26001789 ib-26001134 1 • - arch itectu re+desig n September 25,2015 Attn: Building Department Official From: Jorge Alberto Pernas,AIA,NCARB,LEED®AP Architect,AR92904 Re: William Jones Residence 379 NE 94th Street Miami Shores,FL 33138 Permit Number:RC-12.14.2759 INSPECTION LETTER Building Department Official, Our firm has been retained to perform the Reinforced Masonry inspection as per FBC 2122.4 for the above mentioned project As per our inspection,the reinforced masonry was erected properly and is in compliance with the permitted documents. "As a routine matter,in order to avoid possible misunderstanding,nothing In this report should be construed directly or indirectly as a guarantee for any portion of the structure.To the best of my knowledge and ability,this report represents an accurate appraisal of the present condition of the"inspected part of the building"based upon careful evaluation of observed conditions,to the extent reasonably possible.There was no destructive testing done at the previously addressed." Should you have any questions or need any additional information,please do not hesitate to contact me. Sincerely, Jorge Alberto Pemas,AIA,NCARB,LEED®AP (architecture) 2700 north miami avenue, suite 808 miami, florida 33127 t: 786.235.2720 e: info@cube2architecture.com aa-26001789 ib-26001134 1 • - ` (arch itectu re September 25,2015 Attn: Building Department Official From: Jorge Alberto Pemas,AIA,NCARB,LEED®AP Architect,AR92904 Re: William Jones Residence 379 NE 94th Street Miami Shores,FL 33138 Permit Number:RC-12.14.2759 INSPECTION LETTER Building Department Official, Our firm has been retained to perform the Reinforced Masonry Inspection as per FBC 2122.4 for the above mentioned project. As per our inspection,the reinforced masonry was erected properly and is in compliance with the permitted documents. "As a routine matter,In order to avoid possible misunderstanding,nothing in this report should be construed directly or Indirectly as a guarantee for any portion of the structure.To the best of my knowledge and ability,this report represents an accurate appraisal of the present condition of the"Inspected part of the building"based upon careful evaluation of observed conditions,to the extent reasonably possible.There was no destructive testing done at the previously addressed." Should you have-any=questions or need any additional information,please do not hesitate to contact me. Sincerely, Jorge Alberto Pemas,AIA,NCARB,LEED®AP (architecture) 2700 north miami avenue, suite 808 miami, florida 33127 t: 786.235.2720 e: info@cube2architecture.com aa-26001789 ib-26001134 1