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RC-15-868 (2). Miami Shores Village ? 10050 N.E.2nd Avenue NE , a, , '* Miami Shores,FL 33138-0000 Phone: (305)795.2204 , � Expiration:0202l201 F Project Address Parcel Number Applicant 55 NE 99 Street 1132060131290 M CLAUDIA OLASO Miami Shores, FL Block: Lot: Owner Information Address Phone Cell M CLAUDIA OLASO 55 NE 99 ST MIAMI SHORES FL 33138-2338 Contractor(s) Phone Cell Phone Valuation: $ 33,700.00 ORONI INC (305)685-0412 _ Total Sq Feet: 300 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Fill Cells Columns Date Denied: Final PE Certification Type of Construction:RELOCATION OF KITCHEN&LAUD Occupancy: Window Door Attachment Stories: Exterior: Framing Front Setback: Rear Setback: Insulation Left Setback: Right Setback: Drywall Screw Bedrooms: Bathrooms: Window and Door Buck Plans Submitted: Certificate Status: Review Planning Certificate Date: Additional Info: Review Structural Review Electrical Bond Retum: Classification:Residential Review Planning Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Building Bond Type-Contractors Bond $500.00Review Building CCF $20.40 Invoice# RC-4-16-55190Review Mechanical CO/CC Fee $50.00 08/28/2015 Credit Card $1,887.74 $50.00 Review Structural DBPR Fee $15.17 04/14/2015 Credit Card $50.00 $0.00 Review Plumbing DCA Fee $15.17 Bond#:2825 Review Plumbing Education Surcharge $8.80 Permit Fee $1,011.00 Plan Review Fee(Engineer) $120.00 Pian Review Fee(Engineer) $180.00 Scanning Fee $12.00 Technology Fee $27.20 Total: $1,937.74 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I ca;Vy ca;' that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning.jd Parmors,I authorize the above-named contractor to do the work stated. C August 28, 2015 Authorized S nature:Owner / Applicant / Contractor / Agent Date Building Department Copy August 28,2015 1 Miami Shores Village F1Wc—FTN7rT3 ' Building Department APR 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tei:(305)795-2204 Fax:(305)756-8972 Bim' INSPECTION LINE PHONE NUMBER:(305)762-4949 FFB�C 20 l0 BUILDING Master Permit No.'K,11— PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: (tet 7s �- - City: Miami Shores County: Miami Dade Zip: 331 ag Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Ty p Load. �f _Construction Type: V9 Flood Zone.*7�BFE: FFE. OWNER:Name(Fee Simple Titleholder): 0. �o�r i ets� Phone#.7) boo ' (01[,r� Address: SS "e Tci S4-Yee4- City: ;21M 1 hates tate: —L Zip: 3� Tenant/Lessee Name: N Phone#: Email: CONTRACTOR:Company�AN�/a',m�e: nrc.)n% �� ., Phone#: G� 6 u I Address: a/40 Aw (0 L44- City: & aA,4;am i State: Zip: 314 Qualifier Name: (3CbDCiQ '1E>�`QL� Phone#: State Certification or Registration#: LQ�0_2 1261 LM Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State Zip: Value of Work for this Permit:$;�. r— Square/Linear Footage of Work:---300 Type of Work: 0 Addition ❑Alteration ❑ New ❑ Repair/Replaced ❑ Demolition Description of Work: � C- tZc9N �(� r_�'-'_� 4 C'A'K' 'QeV `t N8W Specify color of color thru tile: 11 Submittal Fee$ Permit Fee$ -, l �° GO CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$$s Structural Reviews$ Bond$ z_n .'w TOTAL FEE NOW DUE$ (Revised02/24/2014) �, � >� + 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. QSignature 41, Signature OWNER or AGENT CONTRACTOR The foregoing instrum nt was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20 (� ,by 1 day of d C— ,20 15'– by who is personally known to 6/1-t. Ao�C �t A75 ,who' ersonally kno 0 ..s me or who has produced as me or who has produced as identification and who did take an oath. identification and who dial take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign Sign: Print: Print: Seal: Seal: REBECA M.PASTRANA �REBECA M.PASIRANA MY COMMISSION 4 EESM24 EXPIRES:Feb�f._2017 Myy�CpOMMISSION 4 EE8=4 APPROVED BY ' �J Plans Examiner Zoning 1 Structural Review Clerk (Revised02/24/2014) /Ulit Ila c e lost floarm Y ISNoREs lliatm oreli 10(,"50 N.E. SECOND,,MT 'I(ORIV MIAMI SI IORES. FLORIUA 331,38-2362 Telephone: (305) 795-2207 Fax (305) 756-8972 DAVID A. DACQUISTO, AICD PLANNiNG&7^N NG"I PU ;; DEVELOPMENT ORDER File Number: PZ-12-14-2014152 Property Address: 55 NE 99th Street Owner/Applicant: Claudia Olaso Address: 55 NE 99th Street Whereas, the applicant Claudia Olaso (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. First story addition. Whereas, a public hearing was held on January 22, 2015 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. 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 304 sq. ft. kitchen, laundry, bathroom and a 120 sq. ft. screened porch. 2) Applicant to obtain all required building permits before beginning work. 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. Pagel of DO-PZ-12-14-2014152 Olaso 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. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami-Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 22"d day of January, 2015 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Busta Yes Mr. Reese Yes Mr.Zelkowitz Absent Chairman Fernandez Yes f Date VSHard M. Fernandez efiair. Planning Board Page 2 of 2 DO-PZ-12-14-2014152 Olaso % MiamiShor s�°IR es illage BuildingDepartment.... .... 10050 N.E.2nd Avenue Miami Shores,Florida 33138 dd Tel: (305)795.2204 Fax: (305)756.8972 C C- 0.py Permit No: IMS-8-4697 Page 1 of 1 Structural Critique Sheet �^to w�� Gt, �o•w.� 0 CI+' ..................... fit+.-l1 awJ ------------------ STOPPED REVIEW Plan review is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided,remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings, Mehdl Asraf U.S.DEPARTMENT OF HOMELAND SECURITY ` ELEI ATION CERTIFICATE -DERAL EMERGENCY MANAGEMENT AG'_NCY I OMB No. 1660-0008 m�riaral Floodln wwxeProgram Important: Read the Imstiructions on pages 1-9. Expiration Date:July 31,2015 SECT16N A-PROPERTY INFORMATION II+}StlftPtNCE A1. Building Owner's Name CLAUDIA OLASO Building Street Address pncuding Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. 55 NE WH ST City MIAMI SHORES State FL ZIP Code 33138 A3. Properly Description(Lot and Block Numbers,Tax Parol Number,Legal Description,eta) LOT 18&E 112 OF LOT 17,BLOCK 9,AMD PLAT OF MIAMI SHORES PLAT BK 10,PG.70 MIA-DADE COUNTY,FL. A4. Building Use(e.g,Residential,Non-Residential,Addition,Accessory,eta)RESIDENTIAL A5. Latitude/LongItude:LaL 2545'15.46'N Long.20'85'45.12'W 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 Number 1 A8. For a building with a crawlspace or endosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 864.0 sq ft a) Square footage of attached garage 200.0 sq ft b) Number of permanent flood openings in the crawlspace 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 2 c) Total net area of flood openings in A8.b WA sq in c) Total net area of flood openings in A9.b 200.0 sq In d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Y•ef.,• ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION • •••• "' • 00 saw. B1.NFIP Community Name&Community Number B2.County Name jo.Stale •••• MIAMI SHORES 120652 MIAMI-DADE �j,•;.. • • • B4.Map/Panel Number65.Suffer W.FIRM Index Date B7.FIRM Panel B8.Flood 9.Base F]WEAfation(o(�7,one 1208600302 L 09/11!2009 Effective/Revised Date Zone(s) Gas use base flood dep �• • 09111/2009 X ••.•• VA• B10. 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 B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: • 0 • • • •••••• B12. Is the building located Ina Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? __W_ f] Yes , J96 No • • Designation Date:WA ❑ CBRS ❑ OPA sees SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction' ® Finished Construction i1 '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,ARIAE,AR/Al-A30,ARIAH,AR/AO.Complete Items C2.a-h ,below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Uchmark Utilized:MDCBM#N-568 Vertical Datum: NGVD 1929 ndt,,ateelevation datum used for the elevations in items a)through h)below. W NGVD 1929 ❑NAVD 1988 0 Other/Source: m 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) 12.43. ®feet ❑meters b)Top of the next higher floor WA. ®feet ❑meters c)Bottom of the lowest horizontal structural member(V Zones only) N/A. ®feet ❑meters d)Attached garage(top of slab) 10.88. ®feet ❑meters e)Lowest elevation of machinery or equipment servicing the building 11.50. ®feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 10.55. ®feet ❑meters g)Highest adjacent(finished)grade next to building(HAG) 10.85. ®feet ❑meters h)Lowest adjacent grade at lowest elevation of deck or stairs,including structural support 10.85. ®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. ® 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? ® Yes ❑ No Certifier's Name GEORGE IBARRA License Number 2534 Title.LAND SURVEYOR Company Name NOVA SURVEYORS INC. Address 1 NW 97-AVE#200 City MIAMI State FL ZIP Code 33172 Signature Date 10/15/2014 Telephone (305)264-2660 FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURI�NCE COAf�ANX Building Street Address(Including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number- 55 umber55 NE 99 ST « City MIAMI SHORES State FL ZIP Code 33138 Companyt�U1fC Number 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 SECTION C 2(E)LOWEST ELEV MACHINERY IS A/C PAD.LATITUDE AND LONGITUDE IS PROVIDED BY GOOGLE EARTH.CROWN OF ROAD ELEVATION=11.29 FEET. • LW ;�41 � Signature Date 10/15/2014 SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) i 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. t)44:p of boWVMW(including basement,crawispace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2.• or Building Dna Nrs 6-9 pemnanent flood openings provided In Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor •f fe=tion C2.5**the diagrams oI$ne building is ❑feet ❑meters ❑above or ❑below the HAG. El*MANd garag@ jH'ip of slab)ie••• . ❑feet ❑meters ❑above or ❑below the HAG. E4•Tep bf platformbf machinerge"equipment servicing the building Is ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO onty;Jtq*ood d1pptMnumber is available,is the top of the bottom floor elevated in accordance with the community's floodplain management •*•o�inance? ❑YeS [INo•�•Unknown.The local official must certify this information in Section G. ••••.. .; SECALU V-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The�property owner&owner's aLrorked representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or�one Ab mustselphip-The staiemAts in Sections A,B,and E are correct to the best of my knowledge. PO&Vfwner's or Owner's Autj 50:ed;Representative's Name CLAUDIA OLASO Address 55 NE 98 9"P City MIAMI SHORES State FL ZIP Code 33138 Signature Date Telephone Comments ❑Check here if attachmec ll s. SECTION G=COMMUNITY INFORMATION(OPTIONAL) The local offidal who Is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and 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(n 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 ride Community Name Telephone Signature Date Comments ❑Check here If attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. l I 5582 N.W.7th STREET SUITE 202 SURVEY No. 95.0002777-5 MIAMI,FLORIDA 33126 TELEPHONE.(305)264-2660 Noun u ll n r FAX.(305)264-0229 DRAWN BY: AL LAND SURVEYORS SHEET No. 2 OF-2 BOUNDARY SURVEY SCALE =1" 20' LOT-7 LOT-6 LOT-5 y BLOCK-9 BLOCK-9 BLOCK-9 11.20 NO CAP , 5, 0.50'CL � x 4'C.L.F. 10.66 I C.S. x •1•• 0) �O ••••• • • 10.55 •• •••• •••• LOT-17 o x $ •••• •i•• •••••• BLOCK-9 • • • � LOT-18 10.70 •••• ••'••• BLOCK-9 • • •*0000: •••• 10.76 • x I 10.90 •••• •••• •••••• A/C �- •••• •••• •••••• -i Q x • • U s•o••i o 11.7 12.10' • • •••••• x '� 10.65 ki •••: • ••• i 7.0' C.P. " V- �- iZ • •• • •• `�' x 17.82' 228'CL • •• 12.82' 13.70' - REMAINDER OF c Y 18.5-5F-- LOT-17 8 55 x 10.62 LOT-19 LOT-17 3 I BLOCK-9 BLOCK-9 10.9 v ONE STORY o 4'C.L.F. m cb I RES. #55 M 10.66 (BAD F.F.E=12.43' �Of CONDITIONS) 1 +< GARAGE ELEV=10.88' 0.30-CL 11.00 $ 32.95' 1.63CL 1272' Zzzzzz11.40'riP. 17.92' 11.25 C. �- x 12.00 10.83 11.03 _ * 11.13 iq 10_75_ CS M + M O 10.90 1 .08 255.00' $' 10.61 B.C. �� a'✓ ,(T`. F.I.P 1/2" F.LP3/4" + 75.00' x x 5'CONC.SWK 314* NO CAP NO CAP „ NO AP ^ 10.73 N ,• �, 5 `l y CONC. 22'PWY B�6 POLE M 1 O J O WEF- TREE TABLE No.; TREE NAME ` DIAMETER ( ' ) + H IE GHT ( ' ) SPREAD ( ' ) �- - - - ---- - L- I -.-- =1 1 j PALM 0.60' 10.00 5.00 SECOFIA 3.00 -- -- r--- 40.00 50.00 j 3 SECOFIA 0.70 - 18.00 10.00 4 CEIBA 1.50 20.00 20.00 j ----- ------- 5 OAK - - 4.00 .- - I 40.00 60.00 SURVEYOR'S NOTE: r There maybe Easements recorded in the Public Records not shown on this Survey. 5582 N.W.TTH STREET,SUITE 202 MIAMI FL 33125 .2560 , SURVEY NO 95-0002777-5 TELEPHONE:(305)264abv Surveyors, Inc. FAX:(305)2640229 ` DRAWN BY:AA LAND SURVEYORS SHEET NO OF 2 SURVEY OF LOT 18 AND E 1/2 OF LOT 17,BLOCK 9,OF AN AMENDED PLAT OF MIAMI SHORES!SECTION NO. 1,ACCORDING TO THE PLAT #*THEREOF AS RECORDED IN PLAT BOOK 10,PAGE 70,OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA. I "PROPERTY ADDRESS: 55 NE 99 ST,MIAMI SHORES,FL 33138 FOR: CLAUDIA OLASO LOCATION SKETCH Scale 1"= NT.S. ,! f2 r,15•,6117 IOi ,q to t,itt t! �` �a� ,s I _ —i — 14 p 1 - , .• ,1 f. 1, tT i•: ISI It 1'( fd If x 5o S o v �a ., I •••* J V _ ...... ]o• so N. 1 100 i • • • •• 5 v �o'e S,fT 0 •• • ,! itn G 9 d •/ 6o r' ,. �' •i•• �° ••• ••••1• Ij _ro lel. l 1� ro i Irt�r+ 1! ,6 , N r • 1 ••.••• .ao'•• so lao s so 16117 1 r/• ••••• ' f R o f� f• VS SUBJECT \�/ T- ,.lo ^ �J ^ •� A • •••••• t` PROPERTY N. L- - O 9"(:H I - • 57 0. '• 1, � l9 8 T 6 3 r 4 ) 2 1 0 ,! •T U ,C 9 1 B � 7 6 IT 'I � ,� a •••' • • - r .>i o •i B 7• e 6 • f -1 L I•• • • y— ABBREVIATION AND MEANING I LEGEND TYPICAL A=ARC FNIP.=FEDERAL NATIONAL INSURANCE RAD.=RADIUS OF RADIAL —ON-OVERHEAD UTILITY LINES A/C=AIR CONDITIONER PAD PROGRAM RGE.=RANGE 1 A.E.=ANCHOR EASEMENT IN.&EG.-INGRESS AND EGRESS R.P.=RADIUS POINT C.B.S.=WALL ICBW1 AIR=ALUMINIUM ROOF EASEMENT R.O.E.=ROOF OVERHANG >F C.L.F.=CHAIN LINK FENCE A/S=ALUMINIUM SHED L.F.E.-LOWEST FLOOR ELEVATION EASEMENT ASPH.=ASPHALT L.M.E -LAKE MAINTENANCE EASEMENT R/W=RIGHT-OF-WAY I.F.=IRON FENCE B.C.=BLOCK CORNER L.P.=LIGHT POLE SEC =SECTION i B.C.R.=BROWARD COUNTY RECORDS M =MEASURED DISTANCE S.I.P =SET IRON PIPE L.B.#6044 -0-4- W.F.=WOOD FENCE B.M.=BENCH MARK M/H=MANHOLE SWK =SIDEWALK B.O.B.=BASIS OF BEARINGS N.A.P =NOT APART OF T=TANGENT •0.00 =EXISTING ELEVATIONS C=CALCULATED NGVO-NATIONAL GEODETIC VERTICAL TWP=TOWNSHIP C.B.=CATCH BASIN DATUM U.E =UTILITY EASEMENT C.B.W.=CONCRETE BLOCK WALL N.T.S.=NOT TO SCALE U.P =UTILITY POLE SURVEYOR'S NOTES ASSUMED S CH=CHORD O.H.L =OVERHEAD UTILITY LINES W.M =WATER METER SIF SHOWN,BEARINGS ARE REFERRED TO AN CH.B.=CHORD BEARING O.R.B.-OFFICIAL RECORD BOOK W.R =WOOD ROOF MERIDIAN,BY SAID PLAT IN THE DESCRIPTION A THE C.L.F.=CHAIN LINK FENCE DVH. CL=CLEAR OISVH.=OFFSET W.S.=WOOD SHED PROPERTY.IF NOT,THEN BEARINGS ARE REFERRED TO C.M.E.=CANAL MAINTENANCE P.B. PLAT BOOK=OVERHANG -:Fr=ANGLE I COUNTY.TOWNSHIP MAPS. = EASEMENTS P.C.=POINT OF CURVE 2)THIS IS A SPECIFIC PURPOSE SURVEY.=CENTRAL ANGLE 3)THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE CONC.=CONCRETE P.C.C.=POINT OF COMPOUND CURVE C =CENTER LINE 1:75W FT. C.P.=CONCRETE PORCH PL.=PLANTER 4)IF SHOWN,ELEVATIONS ARE REFERRED TO C.S.-CONCRETE SLAB P.L.S.=PROFESSIONAL LAND =MONUMENT LINE MIAMIDADE COUNTY. O.E.=DRAINAGE EASEMENT SURVEYOR D.M.E.=DRAINAGE MAINTENANCE P.O.B..=POINT OF BEGINNING 1 ALL ELEVATIONS SHOWN ARE REFERRED TO EASEMENTS P.O.C..=POINT OF COMMENCEMENT NATIONAL GEODETIC VERTICAL DATUM OF 1929 DRIVE=DRIVEWAY P.P.=POWER POLE MIAMI DADE COUNTY B.M#N-568 ENCR.=ENCROACHMENT P.P.S..=POOL PUMP SLAB LOCATOR#3100 SW: E.T.P.=ELECTRIC TRANSFORMER PAD P.R.C.=POINT OF REVERSE CURVE ELEVATION 9.65 FEET OF N.G.V.D.OF 1929 F.F.E.=FINISHED FLOOR ELEVATION PRM=PERMANENT REFERENCE F.H.=FIRE HYDRANT MONUMENT F.I.P.=FOUND IRON PIPE PT =POINT OF TANGENCY SURVEYOR'S CERTIFICATION F.I.R.=FOUND IRON ROD PVMT =PAVEMENT F.N.=FOUND NAIL PWY-PARKWAY i I HEREBY CERTIFY:THAT THIS"BOUNDARY SURVEY"OF F.N.D.=FOUND NAIL&DISK R.=RECORD DISTANCE THE PROPERTY DESCRIBED HEREON,AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY("SURVEY"): COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17.6, THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING,AND SHOULD NOT BE FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027• USED FOR CONSTRUCTION PURPOSES. FLORIDA STATUTES. EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS.IF ANY. AFFECTING THE PROPERTY.THIS SURVEY IS SUBJECT TO DEDICATIONS.LIMITATIONS,RESTRICTIONS,RESERVATIONS OR EASEMENTS OF RECORD.AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD,COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. BY: EASEMENTS AS SHOWN ARE PER PLAT BOOK.UNLESS OTHERWISE SHOWN. (� R t6 RA (DAT Ft€C15W6�tR) THE TERM"ENCROACHMENT"MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS,RESTRICTIONS AND SETBACKS,AND THEY WILL BE RESPONSIBLE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS.UNLESS OTHERWISE NOTFD'THIR FIPM HAS NOT tkTTnM^TED TO LCCATE 2JJ4 FOOTING AND/OR FOUNDATIONS. STATE OF FLORIDA(VALID COPIES OF THIS SURVEY WILL FENCE OWNERSHIP NOT DETERMINED. BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED I SURVEYOR). HEREON.THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW.THE LOCAL F.E.M.A. AGENT SHOULD BE CONTACTED FOR VERIFICATION.THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED REVISED ON: LAND TO BE SITUATED IN ZONE:X COMMUNITY/PANEUSUFFIX:120652 0302 L DATE OF FIRM:09(11(2009 BASE FLOOD ELEVATION:N/A. REVISED ON: i CERTIFIED TO:CLAUDIA OLASO N I I � Gt I Bq Fl �'Q -. *G:'40R C'9TF a N0.2534 s v✓. II''IIII4. E �.r • > `BUJ:*X11 's�; 5 o, A STATE OF .4 yq'•. CORSC,P So <qN0 SURTO i SURVEYOR'S SEAL S I f 4J f1 .1! 0 Jill hr try Gt I*11 ry 11 LtAL,j I I I a I I L�A,1:I I Loll[401 to I I a 01 4 -Kn', r. 77., AM D�� VO x. sPN k vj ww", 41, t Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-262139 Permit Number: RC-4-15-868 Inspection Date:June 29,2016 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: OLASO, M CLAUDIA Work Classification: Alteration Job Address:55 NE 99 Street Miami Shores, FL Phone Number Parcel Number 1132060131290 Project: <NONE> Contractor: ORONI INC Phone: (305)685-0412 Building Department Comments RELOCATION OF KITCHEN & LAUNDRY&NEW BATH. Infractlo Passed Comments INSPECTOR COMMENTS False hl q)oa� Inspector Comments Passed t Failed E] Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid For Inspections please call: (305)762-4949 June 29,2016 Page 1 of 1 No' , SURVEY No. 1 Purvegors 1.,, SURVEYORSTELEPHONE:1305)26-1-MW LAND SHEET DRAWN 1 MGM 1 . f r f l r) � rl 1 :, a k 1 i • BLOCK • • 1 1 BLOCKI 1 .76 11.45I At ' ; 11• ,d i — „ 10.60 _ 10.65 I - _ ONE STORY . . , 1 s 11.40' 1190, i ■ _ .i, 0 �i7 — _ 1 Sri .,n E-'. . r�T�r�r 10.75 mw .w�'��7i�tirlrlr��rM IFIE.1671 _ rrlrl� N�rrirrrrirr C� Nr1�rI�N��r ■ .S'ra.ili Nrlrwrirlrrlr�r 31 rN�NN�N��■ .rlrrarir u. 1 y'r r ;tic _L10.73- E�N �L�� NrY �0.' �[ �s�� II . r,rrillr■i� d�( a tsu r t�rti(1 s�� _Nrr■ 3r; a Y� b, ru u. ar u7r ay> P 'FiF r � : T CONC. 1POLErySOME �nr�a; 1'i r, Nr ■ r� IILamm • k 6 '� � x + 7�-L` h � _ � r %. S e � yf {; h� r ra u L r 7=4 * k A r rr u r..r �; +Y' -� L.h:2" + S k .f��r S a* / Y y� �I Yv T i `4 h� `� �H k M➢ �-rt > <� �2 vi.Ui s....__L..t.::_c..Y.u,rJr"��4....n�:SSSc�JiSS.�._'_�a-0'i'.�__.—s�l..u.:—.�_.�__iE.._..__._.— t 13115 NW 97T" ,AVE.X200 lova Surveyors, Inc. - FAX: FL 33172 SURVEY NO 95-0002?h4 FAX:(308)184.0228 n .. DRAWMBY:AA LAND SURVEYORS SHEET NO 1 of 2 SURVEY OF LOT 18 AND E 1/2 OF LOT 17,BLOCK 9,OF AN AMENDED PLAT OF MIAMI SHORES SECTION NO.1,ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10,PAGE 70,OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA. PROPERTY ADDRESS: 55 NE 99 ST,MIAMI SHORES,FL 33138 FOR: CLAUDIA OLASO LOCATION SKETCH Scale 1"= NT.S. I U I ' I ST E"T' G'073 .•�^ SO 7 11 0 _fO!`• IS 7 I ! it 1 I 13 IS!'61 17'le 1 19 1 20 tt I•tt;[! _:S' I• 1; 16 l y r. r, zz r.. 4 , - M I 19 Z0121 2$,4j. s I d y r, SO � �r.J-•gyp•. ,S,O S N � lo.. � 6 ! ( I L► fr ° do 1/ ao sa I r 30 N 100 ST SC 11 _9 a 7 615 4 TI ! Ib Qit 17 1[ n l ILin � IL , v la S 16, �• LOI21 !t !! 'efi 16 /• le P ;O:Lt:Lx ltd„ L 4 I! 1hi5116 1j IS 13!to—7 LL !S A rd0'+ SD 1 160 50. iD4 i bsp ` S4S �' 41 SUBJECT v » PROPEAtTY N. 9 91 - ST r_T _J(P Ic r t 11 c 6 s ,♦ ! • z Il a IS .zlu �Ic 9 �e17 6w .� 1"" � p i e 7 6 s a • � 1, Is , Ir/5 r6 T is1,1 ire 01 Z[ All ��.... /,, r ,• ,7 s xl rt xf-I a "'T■ ,• I i ,e 1Ir a .• .iy �IT I�9I[o lxl�rt�r♦ I o 5 o y 1+ o f •I ABBREVIATION AND MEANING LEGEND TYPICAL A=ARC FNIP.-FEDERAL NATIONAL INSURANCE RAD.=RADIUS OF RADIAL --ON-OVERHEAD UTILITY LINES AIC=AIR CONDITIONER PAD PROGRAM RGE.:RANGE A.E.=ANCHOR EASEMENT IN.BEG.=INGRESS AND EGRESS R.P.=RADIUS POINT 3= C.B.S.-WALL(CBW) AIR=ALUMNIUM ROOF EASEMENT R.O.E.=ROOF OVERHANG C.L.F.=CHAIN LINK FENCE AIS=ALUMINIUM SHED L.F.E.-LOWEST FLOOR ELEVATION EASEMENT ASPH.=ASPHALT L.M.E.-LAKE MAINTENANCE EASEMENT RNV-RIGHT-OF-WAY -0-0- I.F.=IRON FENCE a.C.=BLOCK CORNER L.P.=LIGHT POLE SEC.-SECTION B.C.R.=BROWARD COUNTY RECORDS M.=MEASURED DISTANCE S.I.P.=SET IRON PIPE L.B.#6044 -rr-rt W.F.=WOOD FENCE B.M.=BENCH MARK MOH-MANHOLE SWK-SIDEWALK B.O.B.=BASIS OF BEARINGS NAP.-NOT A PART OF T-TANGENT ■0.00 =EXISTING ELEVATIONS C:CALCULATED NGVO-NATIONAL GEODETIC VERTICAL TWP-TOWNSHIP C.B.=CATCH BASIN DATUM U.E.-UTILITY EASEMENT C.S.W.=CONCRETE BLOCK WALL N.T.S.-NOT TO SCALE U.P.=UTILITY POLE SURVEYORS NOTES CH=CHORD O.H.L.=OVERHEAD UTILITY LINES W.M.=WATER METER 1)IF SHOWN,BEARINGS ARE REFERRED TO AN ASSUMED CH.S.=CHORD BEARING O.R.B.=OFFICIAL RECORD BOOK W.R.=WOOD ROOF MERIDIAN,BY SAID PLAT IN THE DESCRIPTION OF THE CL s CLEAR OIS=OFFSET W.S.=WOOD SHED C.L.F.=CHAIN LINK FENCE OVH.=OVERHAND PROPERTY.IF NOT,THEN BEARINGS ARE REFERRED TO •�=ANGLE COUNTY,TOWNSHIP MAPS. C.M.E.-CANAL MAINTENANCE P.B.=PLAT BOOK 2)THIS IS A SPECIFIC PURPOSE SURVEY. EASEMENTS P.C.=POINT OF CURVE A -CENTRAL ANGLE 3)THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE CONIC.-CONCRETE P.G.C.=,POINT OF COMPOUND CURVE S =CENTER LINE 1:7500 FT. C'P.=CONCRETE PORCH PL=PLANTER 4)IF SHOWN,ELEVATIONS ARE REFERRED TO C.S.=CONCRETE SLAB P.L.S.=PROFESSIONAL LAND f -MONUMENT LINE MIAMI-DADE COUNTY. D.E.=DRAINAGE EASEMENT SURVEYOR D.M.E.=DRAINAGE MAINTENANCE P.O.B..=POINT OF BEGINNING ALL ELEVATIONS SHOWN ARE REFERRED TO EASEMENTS P.O.C.. POINT OF COMMENCEMENT NATIONAL GEODETIC VERTICAL DATUM OF 1929 DRIVE-DRIVEWAY P.P.=POWER POLE MIAMI DADE COUNTY BAN N-568 ENCR=ENCROACHMENT P.P.S.._POOL PUMP SLAB LOCATOR M 3100 SW; E.T.P.m ELECTRIC TRANSFORMER PAD P.R.C.=POINT OF REVERSE CURVE ELEVATION 9.89 FEET OF N.G.V.D.OF 1929 F.F.E.=FMOSHED FLOOR ELEVATION PRM=PERMANENT REFERENCE F.H.s FORE HYDRANT MONUMENT FAR=FOUND IRON PIPE PT.=POINT OF TANGENCY SURVEYORS CERTIFICATION F.I.R=FOUND IRON ROD PVMT.=PAVEMENT F.N.=FOUND NAIL PWY=PARKWAY I HEREBY CERTIFY:THAT THIS"BOUNDARY SURVEY"OF F.N.D.=FOUND NAIL&DISK R.=RECORD DISTANCE THE PROPERTY DESCRIBED HEREON,AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY 1'SURVEY"I: COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. PROFESSIONAL LAND SURVEYORS IN CHAPTER 61617-6, • THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING,AND SHOULD NOT BE FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, USED FOR CONSTRUCTION PURPOSES. FLORIDA STATUTES. - EXAMINATIONS OF THE AB&•:RACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS.IF ANY, AFFECTING THE PROPERTY.THIS SURVEY IS SUBJECT TO DEDICATIONS,LIMITATIONS,RESTRICTIONS,RESERVATIONS OR EASEMENTS OF RECORD,AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY, BOUNDARY SURVEY MEANS A DRAWING AND I OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD,COULD BE DRAWN AT A SHOWN SCALE AND I OR NOT TO SCALE. BY. EASEMENTS AS SHOWN ARE PER PLAT BOOK UNLESS OTHERWISE SHOWN. v10 ) - THE TERM"ENCROACHMENT"MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. - ARCHITECTS SHALL VERIFY ZONING REGULATIONS,RESTRICTIONS AND SETBACKS,AND THEY WILL BE RESPONSIBLE • FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS,UNLESS OTHERWISE NOTED.THIS FIRM HAS NOT ATTEMPTED TO LOCATE PROFESSIONAL LAND SURVEYOR NO. 25M FOOTING ANDIOR FOU NDATI ON& STATE OF FLORIDA(VALID COPIES OF THIS SURVEY WILL FENCE OWNERSHIP NOT DETERMANED. BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. SURVEYOR). - HEREON,THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. • THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW.THE'LOCAL F.E.M.A. - AGENT SHOULD BE CONTACTED FOR VERIFICATION.THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED REVISED ON: LAND TO BE SITUATED IN ZONE:X COMMUNITYIPANELISUFFOC 120882 0302 L DATE OF FIRM:09/1112009 BASE FLOOD ELEVATION.WA. I REVISED ON: g i CERTIFIED TO:CLAUDIA OLASO n Fr 4GF N0.2S34 sTntE� :AMD SU1�''SURVEYOR'S SEAL k U.S.DrQARTMENT OF HOMELAND 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 FOR INSURAWCE A1. Building Owner's Name CLAUDIA OLASO Polo Nttlxtber, v A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Coiripaiti�r'NA1C NttitlQer 55 NE 99 ST City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 18&E 1/2 OF LOT 17,BLOCK 9,AN AMD PLAT OF MIAMI SHORES SEC 1,PB 10,PG 70 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.25*45'15.46"N Long.80*W45.12"W Horizontal Datum: ❑ NAD 1927 N NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or endosure(s): A9. For a building with an attached garage: a) Square footage of crawispace or endosure(s) 864.0 sq ft a) Square footage of attached garage 200.0 sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or endosure(s)within 1.0 foot above adjacent grade 4 within 1.0 foot above adjacent grade WA c) Total net area of flood openings in A8.b 288.0 sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes N No d) Engineered flood openings? ❑ Yes N No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State CITY OF MIAMI SHORES 120652 1 MIAMI-DADE I FL B4.Map/Panel Number B5.Suffix B6.FIRM Index Date I B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 12086CO302 L 09/11/2009 Effective/Revised Date Zone(s) AO,use base flood depth) 09/11/2009 1 X WA B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile N FIRM ❑ Community Determined ❑ Other/Source: 1311. Indicate elevation datum used for BFE in Item 139: N 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 N No Designation Date:WA ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* N 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,AR/A,ARAE,AR/AI-A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item A7.in Puerto Rico only,enter meters. Benchmark Utilized:N-568 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. N NGVD 1929 ❑NAVD 1988 11-1 Other/Source: 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) 12.43 N feet ❑meters b)Top of the next higher floor N/A. N feet ❑meters c)Bottom of the lowest horizontal structural member(V Zones only) NIA. N feet ❑meters d)Attached garage(top of slab) 10.85 N feet ❑meters e)Lowest elevation of machinery or equipment servicing the building 11.45 N feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 10.60 N feet ❑meters g)Highest adjacent(finished)grade next to building(HAG) 10.66 N feet ❑meters h)Lowest adjacent grade at lowest elevation of deck or stairs,including structural support 10.60 N 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 infglmatlon 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 9001. N 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? N Yes ❑ No y Certifier's Name GEORGE IBARRA License Number 2534 Title LAND SURVEYOR Company Name NOVA SURVEYORS INC. Address 1355 NW 97 AVE City MIAMI State FL ZIP Code 33172 Signature Date 06/09/2016 Telephone (305)264-2660 FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. L- Vt I IVa• ..Lt\I II 1.. a V' Nwayc� 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* 55 NE 99 ST City MIAMI SHORES State FL ZIP Code 33138 tpany NAIL=. 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 SECTION C 2(E)LOWEST ELEV MACHINERY IS A/C PAD. LATITUDE AND LONGITUDE IS PROVIDED BY GOOGLE EARTH. CROWN OF ROAD ELEV=11.29 FT Signature Date 06/09/2016 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,c rawispace,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 FEMA4ssued or community4ssued 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 CLAUDIA OLASO Address 55 NE 99 ST City MIAMI SHORES State FL ZIP Code 33138 Signature Date Telephone Comments El 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 items)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 ❑Check here N attachments. FEMA Form 086-0-33(7/12) ` Replaces all previous editions. U45.DEPArTMENT OF HOMELAND 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 .FOR Inks A1. Building Owner's Name CLAUDIA OLASO Poilcy Muta►ber. t� a A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Coiripairy"NAIL Ntilti per w s 4 55 NE 99 ST City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 18&E 1/2 OF LOT 17,BLOCK 9,AN AMD PLAT OF MIAMI SHORES SEC 1,PB 10,PG 70 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.25°45'15.46"N Long.80°8545.12"W Horizontal Datum: ❑ NAD 1927 N NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawispace or endosure(s): A9. For a building with an attached garage: a) Square footage of crawispace or enclosure(s) 864.0 sq ft a) Square footage of attached garage 200.0 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 4 within 1.0 foot above adjacent grade NIA c) Total net area of flood openings in A8.b 288.0 sq in c) Total net area of flood openings in A9.b WA sq in d) Engineered flood openings? ❑ Yes N No d) Engineered flood openings? ❑ Yes N No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State CITY OF MIAMI SHORES 120652 MIAMI-DADE FL B4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 12086CO302 L 09/11/2009 Effective/Revised Date Zone(s) AO,use base flood depth) 09/11/2009 X WA B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered In Item B9. ❑ FIS Profile N FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: N 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 N No Designation Date:WA ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' N Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones AI-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,ARAE,AR/Al-A30,AR/AH,AR/AO.Complete items C2.a-h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized:N-568 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. 19 NGVD 1929 ❑NAVD 1988 ❑other/source: 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,craWspace,or enclosure floor) 12.43 N feet ❑meters b)Top of the next higher floor N/A. N feet ❑meters c)Bottom of the lowest horizontal structural member(V Zones only) N/A. N feet ❑meters d)Attached garage(top of slab) 10.85 N feet ❑meters e)Lowest elevation of machinery or equipment servicing the building 11.45 N feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 10.60 N feet ❑meters g)Highest adjac ent(finished)grade next to building(HAG) 10.66 N feet ❑meters h)Lowest adjacent grade at lowest elevation of deck or stairs,including structural support 10.60 N 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 9009. N 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? N Yes ❑ No (/ Certifier's Name GEORGE IBARRA License Number 2534 Title LAND SURVEYOR Company Name NOVA SURVEYORS INC. Address 1 NW 97 AVE City MIAMI State FL ZIP Code 33172 Signature Date 06/09/2016 Telephone (305)264-2660 FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. 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 55 NE 99 ST City MIAMI SHORES State FL ZIP Code 33138 tsd ny NAICI SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agentic ompany,and(3)building owner. Comments SECTION C 2(E)LOWEST ELEV MACHINERY IS A/C PAD. LATITUDE AND LONGITUDE IS PROVIDED BY GOOGLE EARTH. CROWN OF ROAD ELEV=11.29 FT Signature Date 06/09/2016 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 CLAUDIA OLASO Address 55 NE 99 ST City MIAMI SHORES State FL ZIP Code 33138 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 items)and sign below.Check the measurement used in Items G8-G10.In Puerto Rico only,enter mets. 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 ❑Check here N attachments. 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J � *� �,� t34)�,•�:P�� Y�r� t�� i�.Y ''n, � z n�i s ;�,��, ., " ° • '�4 �^}'��4 �rf&'�'�t`FY�r' sd,a�x::za s k,M lS"F,� $bu s -t 12 a $ y �'S Sg cr 3'.. A�H'j �� °(a,%r3i ' � PCS r,�:h�.�+ss :�'i r ��+�iU"'i�•t%i ,tr��<24��I�,�«'',`�?+t� ,ws` t. 's'$",ow;i�'x �,`,�,• ��r':�'' � � �+ ��s�".. J.-„t�f".:�'�"'_ ,7�`r•,'+s r+r,��e' s �- �fi �y , ,- ' �W� r "� v 1 ,�, ° ,3SF i� 1t hS n•4f9 a`f.s .ir 5 Kt+n'�yZ ;fk ql1 b%re3� � , '}y 4 c t ,;t;-�a�"� ° x ro :{� n.�°, fi��',� 3�:�•�tyF '�`�' t-0'.��0 t�� F��r�'k a °�-�� iY.-. �f'^ z � r,h+�� * �,�f�N tA3 ls'.s'`kt r r ,r'y9� ��- a ;k° '� rt s .r'�' c � � _ i; �"� '� ;�,y«T�,wF��R 2�zW� L�;o��Y Buz,,'• y ,:� � '""�'�� ! _.rS � }�� `�,�� x. 4=s-"e�' } t"" i '3'�adds• .. �e ,�y�%v"��,y h � ,t +< "- s.: r> �,~.-�"' � z '!s��`d• fi+rt3� fi gam* a. a s.. '4+ ".t>'•,,n, ` ter, .& � :� � '" r ,�`�Tdb.t'�,. '� r s1 h +� ''� ,c y4��:�� r �� RAFAEL E. DROZ-SEDA P.E. License 39228& S.I. #843 9130 Crescent drive Miramax,FL. 33025 PH.: 305-962 7452 Miami Shores Village Building department 10050 NE 2nd Avenue Miami Shores, FL 33138 Date: 06-01-2016 Project Address: 55 NE 99th street Miami Shores ,Fl Permit No.: RC-15-868 Folio: 11-3206-013-1290 1, Rafael E. Droz,Seda, a registered Engineer duly licensed to practice in the State of Florida , have performed a recent site inspection for the renovation work at the address fisted above and to the gest of my knowledge, belief and professional judgment, the work completed follows the permit drawings and meets the intent of the associated applicable Florida Building Codes. Seal tp �xvi�wuviwu.i rav vucutvrii;rrrEu.�runrxxuwr�•rraruvt��wanr:5aus�i xuur rra-rtNu�uv�rx�rtc�ri��etvtt;� �yxiLirrc�artcvic:xa DYNATECH ENGINEERING WWW.DYNATECHENGINEERING.COM Miami, October 8,2015 Mr. Orlando Iglesias ORONI CONSTRUCTION 14040 Northwest 6h Court North Miami, FL 33168 Re: Addition @ 55 North East 99'Street Miami Shores,FL Dear Mr. Iglesias: Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on October 8, 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 a pleasure working with you and look forward to do so in the near future. yo 0iIai")i, Wissaaamani, P. E. m ; DYNATECH ENGINEERING CORP. NO.39554 ° Florida Reg.No. 39584 = o Special Inspector No. 757 STATE OF Q Certificate of Authorization No.: CA 5491 ® ° . F�•,LORI®��e�°... 1 a�� NAL 750 WEST 84TH STREET.HIALEAH.FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM I Ee UbUWJf&;nN1U&L 1 rNYIKU14r1bNTAL I V1WK'K1HLLf"r2 "rinu I A.`3uxb—LU61 KUUY'rt"ru4u I1N.9'YI%;r' •1V brmvll:L'if (L)kuu mu bxKvlv:ib DYNATECH_DECCORP. Vilili W.DYNA TECHENGINEERING.COM MOISTURE-DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST DATE: October 8,2015 CLIENT: ORONI CONSTRUCTION PROJECT: Addition n. ADDRESS: 55 North East 99th Street,Miami Shores,FL CONTRACTOR: Oroni Construction MATERIAL DESCRIPTION: Tan sand w/tiny rock fragments 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 5.8 97.3 7.4 100.2 9.9 102.8 105 13.6 101.96 D 15.3 99.4 R 103 Y 101 Joo, DE Optimum Moisture 11.1 Percent N S 100%Maximum Dry Density 103.6 lbs./cu.ft. 99 %Passing'/4"Sieve 95.9 Percent I 97 T Y 95 Sampled By:JA Tested By: JA Checked By:WN �=' SAA® ;. 6 8 10 12 14 16 X�5s ar °�"`• Respectively su fitted, As a mutual protection to clients,the public and ourselves,all repovsa N® 395$ 14A are submitted as the confidential property of clients,and authorizon : ati :o for use,publication of statements,conclusions or extracts from otie Ong = ISS aamani,P.E. our reports is reserved pending our written approval. ;- S1,41-E OF 1 1 *� DYNATECH ENGINEERING CORP. O ;�� Florida Reg.No.39584 OR li)p -"+�`�`` Certificate of Authorization No.:CA 5491 2 750 WEST 84TH STREET.HIALEAH.FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL-INFOODYNATECHENGINEERING.COM ` _ EG til:Ul'liC:MNit:/!L I l:1V VIKUNM�N'1"Hl.I MH7'�"'•� �'1'tA"1"1Nt�(Nl.`flSlif'1'Uti I itUUl'1'!:.'f"1"1N19�1Na!'>rV'1'1NN`,�l:KylLtA I L1t1LLtNti��ltyli:t� Ec DYNATECH ENGINEERING CORP. WW MYNATECHENGINEERING.COM FIELD DENSITY TEST OF COMPACTED SOILS DATE: October 8.2015 CLIENT: ORONI CONSTRUCTION PROJECT: Addition @ ADDRESS: 55 North East 99" Street.Miami Shores, FL CONTRACTOR: Oroni Construction Test No. 1 Location: West side of addition underslab Test No. 2 Location: East side of addition underslab Test No. Location: Test No. Location: Test No. Location: Description of Material: Tan sand w/tiny rock fragments TEST NO. 1 2 DEPTH 12" 12" FIELD DENSITY 101.9 102.2 MOISTURE CONTENT% 8.0 8.4 MAX. DENSITY IN THE FIELD% 98.4 98.6 COMPACTION REQUIREMENTS 95% 95% %OF MAXIMUM 100%MAXIMUM DENSITY(LAB) 103.6 103.6 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, Tested By:JA �`% SAA Checked By:WN ter' S ! \® ��• i. ��••� is Naamani,P.E. ® o �p , DYNATECH ENGINEERING CORP. ; g584 r Florida Reg.No.39584 ' ° = Certificate of Authorization No.:CA 5491 7- STATE OF "A density test determines the degree of compaction of the tested lay e4Pm al only. In no,4w he`ll a density test replace a soil bearing capacity determination. A soil boring test must be provided by client,prior to constructions f)�4d ' .des a mutual protection to the clients,the public and ourselves,all reports are submitted as the confidential property of clients,and autho pp f6t' a, at statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. "V ,.�. 3 750 WEST 84TH STREET,HIALEAH.FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGWEERING.COM XE"q' srrrs 1mg1ajpg w9& Pea e6f4e,474C. (305) 274-5541 Certificate of Compliance for Termite Protection (as required by Florida Building Code(FBQ 1816.1.7) Permit# Address of Treatment or LotlBlock of Treatment 5Y /V , C• 1 ! SJ �I -Wlo, mr rL . 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 Serv�cgs.,.,r -7 Ap Authoriz`ftl Signature,. License#JB846 Bayir : IcIh Adetettt ' � � ,,t,�,�. #�$ante 1e�311e+1t is�► � vrre r. . sxtl� -00taruls�#op Mml�►ed s� �enax« ':•mown bolo. td myM.. Ott loaf w Ifa►r#1 r��taf�azsa�, tanto*(as w II 1*20146sf9 R (MW.) Msielist: ,,,�C ` u . ` Ibilh M�tst�s ' ttet{e#�s +tt!►I S#ud 1t elb. >t ,,,y,,,(Mto.): taw#tnrt►l: intlte�; Tkn'ritY«,,,.,...a....._�1R1 M{autsttuser: ...............-•-.._......�..«... Mint: Ma�crisi:,_,..,�.._._._.,..,_.......•,,....-�.---«�-...:.,,......-.---- s:te#iot setbda�l+ttese vrsils: R-„�,,,,,p,,,,i • 'FlsiCl¢q s:__ Im?'es; Drawn firs !�Ee`�rer:t#um•A!C s{+aa+sy i+nssrlr�ioa:R.,......,,..,.,,,M�tauis#:.,,,,,,,,,_,.,.,, . ? iM+utMt rrr?!s sepses► 6 r:,,,,,.,,,winehat, SJert�leXt..._............r:..� �.•:M�tlttfielut�s« •••-•-�-----�—�--=--= tt�s l�3fr'11'I IPrrry) 'rrFstuintO Qi", .eter+u►ts>�hstl be i '�fad tt lbllorrs: Re tf#'tp$riti. See "F,tm#br Cb&.97.E#ton.$eG#o!t A.4,Asa b�,+Istvtgh b•8 ,x j ofs Rot intlodW in the EMAY 0 VVI!;iaAc,trot•testitis baai#ted#n Min• Mr�erul;.,.. _ ___._� S'}� �T4otil�lt+t�tv4•e4Tti�*t=14•.....«»,„...t )s #�r,,�,„,,,�,,,,tf�lty.M:auCsolsltar: _: ... . .. 't'fdskrsart+► �itiablsdtanr�;. (Mir+.); M�ZeriiE,. � .� �rtrattY; tbtA'itNsnufiehset: r,. �,� '<p loom Litt,vt en7 oUut�pwsed'aa•ets ineule!'Mn ells!!tse!!ae> ' sr6ts86 of auto "1dRY 9AtrtPLt "s[athrs#Ir tst ti0a ; u lostsited by%•....A ' ifC+Z ANaF a#st�u x M;t 4116”Goran:, tit CC#f; Oit@ �ttndtltg GctRttttGt#!# GC#«„w,,,_, Glatt Certified. ._ . . . :. .....M.-.-- t�LttlbQO Notice of Preventative Treatments for Termites (As required by Florida Building Code(FBC) 104.2.6) (305)274-5541 Permit# 14230 S-W• zq S/- IV I'A m / fC 33 166- Address of Treatment or Lot/Block of Treatment 19M Date Time Applicator Product Used Chemical used (active ingredient) Number of gallons applied a .J s% 3 8 `7c? Percent Concentration Area treated (square feet) Linear feet treated RI ao-v 4M�_- Stage of treatment(Horizontal,Vertical,Adjoining Slab, retreat of disturbed area) As per 104.2.6-If soil chemical barrier method for termite prevention is used,final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line. ' Authorized mature License#JB846 0; lO/V/ (0AISIVUC-1101\1, Miami Shores Village Building Department OCT zo�5 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 10 INSPECTION LINE PHONE NUMBER:(305)762-4949 F �,[BC20 IC BUILDING Master Permit No. RC T' Sf4 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION4HOP CONTRACTOR DRAWINGS -s,5 fir 9qs"k JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: _ Folio/Parcel#: 11 5 CQ(0 ej/?2 2 2(q(_Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFFEE: �,/ FFE: OWNER:Name(Fee �Simple Titleholder): Phone#. !6 b - zoo - 610 o Address: tvr 99 City: Gl1M.l c State �` Zip 139 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 0FffA 1C Phone#:(�Cr) Address: (go Ljo t,,,; City: 1 State: Zip: �� 6 Qualifier Name: f�(Lr 6� &5 Phone#: State Certification or Registration M � L �2�/� Certificate of Competency#• DESIGNER:Architect/Engineer: Phone#: Address: City: State: _Zip: Value of Work for this Permit:$ AS MAI Z&2._Square/Linear Footage of Work: Type of Work: 0 Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ s / (Revised02/24/2014) 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 OP 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 'u(a' Signature .•C� OWNER or AGENT CONTRACTOR Thome foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �4 day of �c_� 120 ,by � day of ,20 I_,by [1,(1M xA o who is personally known to ('gil �f!tES&S who is rsona ly kno to me or who has producedl�L- W V ' as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si n: Sign Print: Print: aDOLOREE LOPEZ Seal: '': is MY COMMS i EE18i3097 Seal: My 0 EE1 EXPBtE$Merdt 10,2016 GOW EXP REB Merch 10,2016 aam Kiln Jim **w***************w***********ww*******ww*w*w********www*w*w*********w**************w****ww****************w APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) r ' Royal Truss Manufacturing 5075 NW 79th Ave. Doral, FL 33166 Royal Truss Tel: (305) 822-0020 ! Fax:.(305) 851-5860 II � I � Site Information: Project Custom erORONI CONST. CITY, Site Address:55 NE 99 ST. MIAMI SHORES St: FL. ! General Truss Engineering Criteria & Design Loads(Individual fADipDrawings Show Special Loading Conditions): Design Code: FBC2007/TPI2002 Design Program: 7.63 Jul 9 2015 Roof Load: 55.0 psf Floor Load: IdtA Wind Code: ComponenWCladding ASCE 7-05 Wind Speed: 146 mph i This package includes 6 'individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section.5 of the Florida Board of Professional Engineers Rules. No. Date Truss ID# Seal# 1 09/01/15 T1 • A0026261 2 09/01/15 T1A A0026252 3 09/01/15 V12 A0026253 4 09/01/15 V16 A0026254.;" L 5 09/01/15 74 1 A0026255 6 09/01/15 V8 A0026256 ' • • • •• • • •••••• ``I►111111//� �' Jhe truss drawing(s)referenced above have been prepared by MiTek �•��`�,��•' CEN''•.•'�'p'�, Industries, Inc. under my direct supervision based on the parameters �`��' �' `sE`•:9a provided by Royal Truss Manufacturing, 36 ; No. 22249 z Truss Design Engineer's Name: Orlando M. Fortun, P.E. - a PE#22249, EB#0005512' NOTE: The seal on these drawings indicate acceptance of professional engineering responsibilty for the truss nDMA 33W ' components shown. Page 141 Engineers Als I Z015 Dal Job Truss Truss Type . Qty . Py ` A0026251 8-19-15 T1 FINK 8 1 Job Reference(optional) 7.630 s Jul 9 2015 MITek industries,Inc. Tue Sep 0108:52:40 2015 Page 1 ID:e90N5u10PvwNSeCs9seveuyl3Wfy2gWXbp?Z4wEWCQTCUYrZAs1 Bn1A?pIEXTUZ"3Pb 0-9-0 5-2-14 9-8-0 , 14-1-2 __ _ � 19-4-0 19-14-1 0-0-1 5-2-14 4-5-2 4-5-2 5-2-14 0-0-1 Scale=1:32.4 Camber=1/8 in f I, 4X4= 4.00 F12 3 2x4 2x4 2 4 1 5 LO� I 2' e 9 8 7 10 6 11 e e d 3x5= 3x4= 3x4= 3x4= 3x5= 6-8-9 , 12-7-7 _ 19-4-0 , 6-8-9 5-10-13 6-8-9 ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0. Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.14 6=8 >999 240 M120 . 244/190 ••••• TCDL 15.0 Lumber DOL 1.33 BC 0.72 Vert(TL) -0.29 1-8 >784 180 • •• •�••0• BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.07 5 n/a 'ham0 • BCDL 10.0 Code FBC2007/TP12002 (Matrix) ••••• Weight-19 Ib �FT deo LUMBER- BRACING- • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sbMMMg di"l08plbcl or 3-9-9 oc - BOT CHORD 2x4 SP No.2 purlins. •••• • •• 00000 WEBS 2x4 SP No.2 BOT CHORD Rigid oiling directly applied or 5,49 og bracing..;6 6• MiTek recommevids ftt Stabillikweit,awA requigeii•.•• cross bracing bmiasitAod during trine erection,in • accordance ' taBll' r Iriftilatiorl guide. • REACTIONS. (Ib/size) 1=1027/0-8-0 (min.0-1-8),5=1027/0-8-0 (min.0-1-8) •••••• Max Uplift1=-534(LC 3),5=534(LC 3) - : ••. • :0060: FORCES. (lb)-Max.Comp./Max.Teri.-All forces 250,,(Ib)or less except when shown. •• • TOP CHORD 1-2=-2384/1253,2-3--207111123,3-4--2071/1123,4-5=-2384/1253 BOT CHORD 1-9=11.07/2181,8-9=-1107/2181,7-8---665/1490,7-10 665/1490, 6-10=-66511490,6-11=1107/2181,5-11=1107/2181 WEBS 2-8=445/365,348--292/633,3-6=-292/633,4-6=-445/365 . NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;146mph(3-second gust);HVHZ;TCDL=5.Opsf,BCDL=5.Opsf;h=15ft;Cat.II;Exp C;enclosed; C-C Interior(1);Lumber DOL=1.33 plate grip DOL=1.33 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load-nomdncurrant with-aAy a r I' 5)Provide mechanical connection(by others)of truss to bearing plate capable c Tf ithstandi 100 Ib.u I' at'oins) except(jt=1b)1=534,5=534. �IFL C7 6)This truss has been designed for a moving concentrated load of 200.01b live located at all i d at all pe86,�� PA points along the Bottom Chord,nonconcurrent with any other live loads. dye,/S . 7)"Semi-rigid pitchbreaks with fixed heels"Member end fndty model was used in the anays' a ig of this trussFp zo4a pg,,s LOAD CASE(S) Standard wo fix Mh TpatAM Kft841VA 3985 m-c 05)MI- 5. pax-t �zss-zm>x Job Truss Truss Type. Qty , Ply r A0026252 8-19-15 T1A FINK 1 1 Job Reference(optional) ' 7.630 s Jul 9 2015 MTek Industries,Inc. Tue Sep 0108:52:412015 Page 1 ID:e9ON5u l OPvwNSeCsgseveuyi3io-79cCjtcRmsCnsgncl J?nNmjl Ob54vSgvTAC25myi3Pa 5-8-7 , 9-8-0 , 13=7-9 _19-4-0 5-8-7 3-11-9 3-11-9 5-8-7 Scale:3/8"=1' Camber=3/16 in I • i 4x4= Y 4.00 F12 3 2x4 2x4 Z/ 4 1 , 3x4= 3x4RM 132 = 1' 5 e e 3x6 9 8 7 10 6 11 3x6 e 3x4= 3x4= 3x4= 7-0-4 12-3-12 19-40 7-0-4 5-3-7 7-0-4 Plate Offsets MY)— 11:0-2-4,0-0-41,[1;0-1-8,Edge],[5:0-2-4,0-3-4],[5:0-8-9,Edge] LOADING (psf), SPACING- 2-0-0 CSI. '"1)EFL in (loc) Vdefl Ud PLATES* GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.16 5-6 >999 140 •. MiW••• 244/4 9g o o TCDL 15.0 Lumber DOL 1.33 BC 0.80 Vert(TL) -0.36 5-6 >623 • 0000 • BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.08 5 Na • • • BCDL 10.0 Code FBC2007/TP12002 (Matra) �0• WeigRt•73 Ib M!6% 0000040 0 • 000. LUMBER- BRACING- 00000 •• • • • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathindirectiy appi d or 3-' .w. BOT CHORD 2x4 SP No.2 purlins. 000000 0 0 0 9#:900 WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directARW Ad or 4-:Os1,3•db bradg%.•••• MiTekrecommepdst wtSthbilizers jind required •• --- _ --_.._.._ -dross bracing be insdllg1 during trust erectiogjq - acxordance with Stabilizer Instaileram uide. ••• REACTIONS. (Ib/size) 1=1027/0-8-0 (min.0-1-8),5=1027/0-8-0 (min.0-1-8) • • • 0000,. Max Upliftl=-534(LC 3),5=534(LC 3) •0 • • ••• • • 0 0 0 00 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2703/1422,2-3=-2328/1251,3-4=-2328/1251,4-5=2703/1422 BOT CHORD 1-9=-1295/2529,8-9=-1295/2529,7-8=-750/1642,7-10=-75011642, 6-10=-750/1642,6-11=1295/2529,5-11=1295/2529 WEBS 2-8=571/440,3-8=-373/754,3-6373/754,4-6=571/440 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;146mph.(3-second gust);HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;Cat.II;Exp C;enclosed; • C-C Interior(1);Lumber DOL=1.33 plate grip DOL=1.33 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstandin ® � o except(It=1b)1=534,5=534. N�.14IG PA 6)This truss has been designed for a moving concentrated load of 200.01b live located at all i a d at all pane��/87RIG81PAl. points along the Bottom Chord,nonconcurrent with any other live loads. FF-Zy49 0LOMM 7)"Semi-rigid pitchbreaks with fared heels"Member end fixity model was used in the analysi a Ig this 'B@l.3'kh TERRAC3:t5Af9,11.0ltsbA 3385 ' LOAD CASE(S) Standard r3a3�zr�-axe• AUG 31 2015 Job Truss Truss Type. Qty , Ply A0026253 j 8-19-15 V12 ROOF TRUSS 1 1 Job Reference(optional) ' 7.;030 a Jul 9 2015 MITek Industries,Inc. Tue Sep 0108:52:412015 Page 1 ID:e90N5u1 OPvwNSeCsgseveuyi3lo-79cCjtcRmsCnsgnc1J?nNmj6mbFKvUOvTAC25myi3Pa 12-0-0 , 6-M Scale=1:19.2 1 I 4x4= ` 4.00 F12 3 2x4 11 2x4 11 2 4 T 1 ON T T1. T1 1 5 Li Li 3x4 9 8 10 7 11 6 12 3x4 2x4 11 2x4 11 2x4 11 12-0-0 12-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0, Plate Grip DOL 1.00 TC 0.17 Vert(LL) Na - Na 999 M"620 • 244/190 •••: •• TCDL 15.0 Lumber DOL 1.33 BC 0.21 Vert(TL) Na - Na X99 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 5 Na N&• • BCDL 10.0 Code FBC2007/TP12002 (matrix) 6 • • WAAl!U Ib FT 90% 6040 LUMBER- BRACING- •••••• • • • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood slleStt R%directly%j lied or • p oc • BOT CHORD 2x4 SP No.2 purlins. 0000 • •• 06:09 OTHERS 2x4 SP No.2 BOT CHORD Rigid ceiling direc4y,,aW#d or 1W W bracing,•;��• MTek recommea ike Stabil' as requir".... cross bracing be ipo@W during trugs erection,in • accordance withlStaBil' r Inft1latiorl guide. • REACTIONS. All bearings 12-0-0. .•••.. (lb)- Max Uplift Al uplift 100 Ib or less at joint(s)1,5,7 except 6=-227(LC ; .•. • ; • 3),8=227(LC 3) • •• • • ••• • • Max Grav All reactions 250 Ib or less at joint(s)except 1=263(LC 11), •• 5=263(LC 15),7=254(LC 13),6=365(LC 14),8=365(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-6=-277/232,2-8=27.7/232 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;146mph(3-second gust);HVHZ;TCDL=5.Opsf,BCDL=5.Opsf,h=15ft;Cat.II;Exp C;enclosed; C-C Interior(1);Lumber DOL=1.33 plate grip DOL=1.33 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live food nonconcurrent with another live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstandi 9flP �• 5,7 except Qt--1b)6=227,8=227. '1M PA 7)This truss has been designed for a moving concentrated load of 200.Olb live located at all i d at all pan ft ft/S points aloe the Bottom Chord,nonconcurrent with any other liveloads,. PE 22249 F9.URAL 11 8)"Semi-rigid pitchbreaks with foxed heels"Member end f6.*m'ddel was used in the analysi i of this trj sm . LOAD CASE(S) Standard nL-00)M-05- PAX-00)*2-M4 AUG 3 2Dt� Job Truss Truss Type (qty Ply ` A0026254 8-19-15 V16 ROOF TRUSS . , ,;: , 1,,, .. ., >1 Job Reference(optional) 7.630 s Jul 9 2015 MTek Industries,Inc. Tue Sep 0108:52:42 2015 Page 1 ' ID:e80N5u10PvwNSeCs9wnuyl3io-bLAaxDc3XAKeUgMobOWOw FEK?aoew021gywLyi3PZ 16-0-0 { � 8-0-0 - 1- � 8-0-0 � Scale=1:25.6 4x4= 4.00 12 3 2x4 11 2x4 11 2 T 1 4 T 01 T . T 5 1 3x4 9 8 10 7 11 6 12 3x4 2x4 11 5x8= 2x4 11 16-M 16-0-0 Plate Offsets(X,Y)- [7:0-3-0,0-3-0] LOADING (psf). SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES• GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL) Na - Na 969 • MT 0*0 0 244ij% 0• TCDL 15.0 Lumber DOL 1.33 BC 0.26 Vert(TL) Na - Na 99.9 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 5 Na n�/� •Y • '• BCDL 10.0 Code FBC2007ITP12002 (Matrix) - •:• Weip:0g21b "VE h. 0000• 0000•• LUMBER- BRACING- • •• •• • • • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood stiee#* dire4ap0A or 6-%Q so BOT CHORD 2x4 SID No.2 ' purlins. 000000 00 • ,0;00• OTHERS 2x4 SP No.2 BOT CHORD Rigid ceiling dire4^pjj@d or 1%",oc.+bracinq.• MTek recommeg*AgtOStabilizers End required •• crossbracin be nstMI during truss0erection+=n • accordance with Ptabiliizzeer Insta i ' ide. REACTIONS. All bearings 16-0-0. '••' i • • i •• (lb)- Max Uplift All uplift 100 Ib or less at joint(s)1,5 except 7=140(LC ••• V • 3),6=-281(LC 3),8=-281(LC 3) •• • Max Grav All reactions 250 Ib or less at joints)except 1=257(L'C 11), 5=257(LC 15),7=396(LC 1),6=465(LC 6),8=465(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All fords 250(lb)or less except when shown. WEBS 3-7=-319/186,4-6=-378/308,2-8-3781308 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;146mph(3-second gust);HVHZ;TCDL=5Apsf,BCDL=5.Opsf,h=15ft;Cat.II;Exp C;enclosed; C-C Interior(1);Lumber DOL=1.33 plate grip DOL=1.33 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing.. 5)This truss has been designed for a 10.0 psf bottom chord live load non6oncMITent with anj odalf-offirmop M faoftm 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstandin at joint(s) TM pA 5 except at--lb)7=140,6=281,8=281. CNL/VrXZTWA 7)This truss.has been designed for a moving concentrated load of 200.01b live located atai n s d at all parVQ 2z2495ga 9 EtkOO points along the Bottom Chord,nonconcurrent with any other live loads. . A . 8)"Semi-rigid pitchbreaks with fixed heels"Member end fudty model was used in the analys' a f this tr} rJft)M-sae• Frac-c30saba-amu' LOAD CASES) Standard A116 12015 Job Truss Truss Type. Qty Ply r A0026255 8-19-15 V4 ROOF TRUSS ' i Job Reference o tion ' 7.630 s Jul 9 2015 MITek Industries,Inc. Tue Sep 0108:52:412015 Page 1 IMe90N5u14Pvi&NSeCs9seveuyi3io-79cCjtd2nsCnsgnc1 J?nNmj8WbEmvUBvTAC25myi3Pa 2-0-0 , 4-0-0 , 2-0-0 - 2-0-0 j Scale=1:7.6 3x4= 4.00 12 2 3 1 T 1 B1 4 2x4 2x4 4-0-0 Plate Offsets 2:0-2-0Ed e LOADING (psf)• SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl :Udoe* PLATES GRIP••O• TCLL 30.0 Plate Grip DOL 1.00 TC 0.06 Verl(LL) n/a - We 998 • MT99•• 244/1900 TCDL 15.0 Lumber DOL 1.33 BC 0.31 Vert(TL) n/a - We 4(M•.• 0000 a ..••:• BCLL 0.0 Rep Stress Incr YES WB 0.00• Horz(TL) 0.00 3 We .418;.0 • 0 . BCDL 10.0 Code FBC2007/TP12002 (Matra) 0000 Woe�ht:o9 Ib iti ;/o • LUMBER- BRACING- •••• •• •••.••. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood slib$th tt direcVgppMgd or 4-Wdle BOT CHORD 2x4 SP No.2 purlins. •• •• • •• 000000 BOT CHORD Rigid ceiling direotlyeppled or 10-0-9 oc bracing. •' MTek recommends that Stabikers and required.••. cross bracing be installed durilv&dwerectiop,in . accordance with it er Insta a' uide.•••••• REACTIONS. (Ib/size) 1=121/440-0 (min.0-1-8),3--121/4-0-0 (min.0-1-8) • • • Max Upliftl-72(LC 3),3=-72(LC 3) Max Grav1=255(LC 8);3=255(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;146mph(3-second gust);HVHZ;TCDL=S.Opsf,BCDL=5.Opsf,h=15ft;Cat.11;Exp C;enclosed; C-C Interior(1);Lumber DOL--:-1.33 plate grip DOL=1.33 3)Plates checked for a plus or minus 0 degree rotation about its center.- 4) enter.4)Gable requires continuous.bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstandin 100 Ib u lift at loin s 1 3. • 7)This truss has been designed for a moving concentrated load of 200.01b live located at all m n {a M o points along the Bottom Chord,nonconcurrent with any other live loads. t TM PA 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in'the analysi of this truss. LOAD CASE(S) Standard F.E.2Z�t9 01 0=02 Wo 5Ei.85th'rMACE t$ft UNDA 33M ' TEL-raft)262-622$• FW-(M)262-WA AUG 3 12015 Job r Truss Truss Type. 4 .:. Ply A0026256 8-19-15 t V8 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MITek Industries,Inc. Tue Sep 0108:52:412015 Page 1 ID:e90N5u 10PvwNSeCs9aeveuyi3io-79cCjtcRmaCnsgnc1 J?nNmjSRbDJvUUvTAC25myi3Pa 4-0-0 r 4-0-0 4=0-0 i I Scale=1:14.8 4x4= 4.00 12 2 T 1 ST1 3 1 B1 5 4 6 2x4 2x4 II 2x4 8-0-0 8-0-0 LOADING (psf) SPACING- 2-0-0 C31. DEFL in (loc) Vdefl Ud Pt=$. GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) n/a - n/a 0-999••• W20 244/tIq• TCDL 15.0 Lumber DOL 1.33 BC 0.34 Vert(TL) n/a - n/a 999 • •0••0 0 9 0 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 3 n/a 0 Was 0 0 0000 099900 BCDL 10.0 Code FBC2007/TP12002 (Matrix) 0;•• Weight:23 lb 0 FT=Q% LUMBER- BRACING- •••• • i • •• • • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sh' lhIng directly apillied or S!"5% BOT CHORD 2x4 SP No.2 purlins. 000000 •• • ••••• OTHERS 2x4 SP No.2 BOT CHORD Rigid ceiling dires*applied or t0-84)0c bracimt.•0 0• MTek recommQltdgthat Stabilizers and required•• cross bracing 16 durigg truss erect1w%ir►•0 accordance witt Sta 'izer Ins TIII$dh• uide. REACTIONS. (Ib/size) 1=167/8-0-0 (min.0-1-8),3--167/8-0-0 (min:0-1-8),4=347/8-0-0 (min.0-1-8) • • • •••••• Max Uplift1=111(LC 3),3=-111(LC 3),4-166(LC 3) • 0 • •:0 • • Max Grav1=271(LC 9),3=271(LC 11),4=368(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-270/205 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;146mph(3-second gust);HVHZ;TCDL=5.Opsf,BCDL=5.Opsf;h=15ft;Cat.II;Exp C;enclosed; C-C Interior(1);Lumber DOL=1.33 plate grip DOL=1.33 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrant with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate-capable of withstand' -100 Ib uplift at'oin s excepf(jt=1b)1=111,3=111,4=166. 7)This truss has been designed for a moving concentrated load of 200.01b live located at al points along the Bottom Chord,nonconcurrent with any other live loads. C N RLTM •,PA 8)"Semi-rigid pitchbreaks with foxed heels"Member end fixity model was used in the anal s of this truss. cta 7 a7mi pA ® ('1;13249 E.S.OIDAM LOAD CASES) Standard ,o sal.35A tom»R AVA NIS tst.-t��z6z.•va�• rax t��uaz-tet AUG 3 1 2015 MWI GENE L NOTES NOTAS GENERALE i HAND ERECTION—LEVANTAMIENTOAMANO Trusses are not marked In any way to identify Los trusses no estin ntkrcados de ninglin modo que f7 lnn.r:.:t?'n: •� � Ilu•e 311* - y°,.,• the frequency or location of temporary bracing. identifique la fiecuenda o to alira,dn de los arrosbes LLJJ I,.c•.,:.t,l•t u:t ;.. .,r,�'• t 1 . $n<: Follow the recommendations for handling, (bracing)temporeles,use las recomendeciones de mane)o, i +t ixret � t!u,ntt,Innt,t; Vn x'd; installing and temporary bracing of trusses. instalacihn y artiosb'e temporal de los trusses.Vea el M& Refer to BCS1 1-03 Guide to Gori Practice for BCST 1-03 GulatkBuenatPrdtdraonelMarrio.Lt•alaion i 1,>dantr 1,v:,ntt•n• r. rl,•I I n,v ius �::` .• HarxJlinDpara mato[. Installing&Brad of Meal Plate y Arriostre��Tmsses de Madera ConnectadIv:.t Ual r. casos con i c g ry Connected Wood Trusses for more detailed Plade Metak>ara Wortnadbn. tlu' .t X9F ...-.5 a J,uonar i`..r Information. ul• r. :u..••.,i, LosTrusses up to dibujos de diseflo de los trusses pt�t especificar Ili Trusses up to 20' 30' Truss Design Dravrirx may specify Locations of las adores de los artiostres perm ententes an los I I Trusses basin 20' I Trusses hasty 30' c permanent bracing on Individual compression tniembros indhdduales en comlprell Mea la It resilmen m�rtbers. Refer to the MI-133 Summary Sheet-Web Member Permanent Bracina/Weeb ICSl-B3 call los ardostres permanentes Xrefuerms de tis Belvilip 0]S0t for more information.All other mle1nbrips searndarros(webs(pale mayor informadi EI I HOISTING—LEVANTAMIENTO permanent Wad n a the responsibility r�de aakistres pemaleltes son la responsabilked del HC'Id cath our.m ;nam with the elt�"iluu t to men(tti ton•¢tiai in.,tuty r::,•,;::f4 P n9 design resPonsi RY W u 4 i- tt anti of the Building Designac Dlsefiador til EdiBdo. ! lt,t�,;n!,r3r_ir+t•,'I:.•rv-•�,�tll;,nett. ' e The consequences of improper handling,installing i `usn-nay redo bu.'r.:Iiu'tnt 1.t„n la ynI•,h:st8 yut,!dnttr.uo trmpuu:+ as<•ae.t.doa: +,a UuS�a5ryuthdi•r•..,r.'.vuptnes. �� •:� and bracing may be a collapse of the structure,a worse,serious personal injury or death. f: EI resuitado de un manejo,instalaafin y arriostre yg Do not lift trusses over 30 by the peak. inadecuados,puede ser la caida de la estructura oNo levante dei pew los trusses de mas de 30 pies. atin peor,muertos o hendos. I Greater than 30' y' t MAs de 30 Dies ' a HOISTING RECOMMENDATIONS BY TRUS4TRUSSES Banding and truss plates have sharp edges.Wear RECOMMENDACIONES DE LEVANTAMIEN �.q gloves when handling and safety glasses when POR LONGITUD DEL TRUSS cutting banding. Empaques y places de metal benen bordes afilados. Use guantes y Ientes protectores cuando torte los empaques. HANDLING - A E] Tagline - 4 Use special care in Udiice cuidado 6�ib! TRUSSES HASTA 3Q',b ., •,.: ,,..,,,.:.-:�,.. windy weather or especial en dies nee power lines ventosos o cerca de , and airports. cables electricos o de aeropuertos. reader bar 'Q Toe—t I _T—In 1° Spreader bar for Spreader bar tto ss trubundles Tagline 213 truss length —� TRUSSES UP TO 60' • ••••• art— ��® TRUSSES HAS'P�160' • •••••• +,�• • • • O O •• • •••• Ail• boovee blii 0� • oPrretifieberckk ••• t •• nul Avoid lateral bending.—Ev to la flexion lateral. 9WA•• • •apc',o:C ..,.,..,.. . •_._ •i •: I f� 6bar2/3tit•••• Tagirne • (I • 4twim length •••••• • 000 TRUSSES LAP TO AND OVER 66•_y • • TRUSSES HASTA Y SOSji i•• i BRACING - AROSTRLP :•: '••••0 •- •• Do not store No aimacene Refer to BCSFB2 Summary Sheet-Truss Insl , 1 L•'� unbraced bundles verticaimente los tion and Temporary Bracing for more information. - upril trusses sueltos. Vea el restimen BCSI-82-Instalaci6n de Jrjgi ,y,grriostre Temool•al para mayor informacil i ONE WEEK OR LESS MORE THAN ONE WEEK I Do not walk on untraced trusses. } No camine en trusses sueltos. ,•s '•' ''k I Top Chord Temporary lateral `¢d- _ @ LL f_ir Lctatt`atnund blit<:�s fol hr`,I tlu.r,tIac,-{y Bracing(TC�'I•B) ' L 1 III i,r'nO wtlhutw•••+i tit i> a pth0lt!u>nq.,tv,t; ® G,r.,':....:•: . :•ri Lir•qr•.,...I f,i:,II•.+ '.%oo" � lamri!biaan4. w,"'V•Fri^'t,l 'l O.nitl tU.•.,:',':I I'"j t`I:,"i ColtvjUC 105 aincl de t,fn,i pale ei ,p r:t,r:r' �.,r•nit•I p,m ie•i tiU55 dieclaniente en lima ron i„•.In„xu I` •nnw,rn,nb r n In of::.r 7:, Do rot store on No almacene en i caria nna de lay 61a`.dr cit,—Att> al, if 2X4 Rein. unnuneven ground. berradesigual. 1,ri de Idttu•rdasu4,«•tel:. u.:?t vl;;,-..,,.I,4,:..•!o!:: _ I Brace first buss well F before erection of % !,•I l ,„•ar.L,•1•. „•b:lr<a,•.t.,1,:,•. additional trusses. •--� w,:nnuw:.r• u:un i•tr,.,,.,.::b,. .,nii.da,n ,- in•-alma,I n.tr.u•t•i:•1.<nl.,yn,i,.•ritlnr, _ `d-n,:} .,.ia,4r-.can,:,I ,..InI.�rn.a,D• - ti,•Itt,In.YI.:::p••: ,a't,t•II.,I•.,•rt„!,,i lr:it I I BRACING FOR THREE PLANES OF ROOF BRACING FOR 3112 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 EL ARRIOSTRE EN TRES PLANOS DE TECHO ®Refer Mardmlateral "g feN d,o� I This bracing method is for all trusses except 3x2 and 4x2 parallel chord trus-^.. eery and 1� 0'o•c.for 4x2 chords Diagonal yracel; u Este metodo de arriostre es para todo Ut,ses excepto trus4x de cuerdas paraietas 3x2 y 4r.2. permanent Bradnalevery 15 truss for Parallel Chordspaces(31Y nML 1)TOP CHORD—CUERDA SUPERIOR for more Tntss Span Top Chord Ternporary Latera!Brace(TCR.B)Spacing Vero el res6men Longraid de Tramo cdarttierrto dei ArHostre Temporal de to Cuerda SuperiorBCSI-B7-Arriostre i! l - tta I Up to 30' 10'o c.max. temporal y Halla 30 pies 10 pig nubdmo pe=nente de The end diagonal 30'to 45' 8'O.c.max. trusses de a,erdas brace for cardevered 30 a 45 pies 8 pies m$jdmo Data Para mayor trusses must be plac-Wbraces pies 6 es max6mbtdmo tnformad6n• on vertical webs in line 2x4x1Y length lapped 45 a 60 p 45 t0 ' . with the support over two trusses. , W to 6a80p1 s 4�m mo INSTALLING -- INSTALACION . 60 a 6o Hes* -Consult a Professional Engineer for trusses longer than 60'. Tolerances fur Out-0-Plane.-Tolerancias para runra-dc-Plano. •Consulte a un ingertlero para trusses de utas de 60 pies. Max. rues P" —Langur—r 80" max saw Bow Length ! See BCSI-B2 for TCTLB options. y \~` � �a� Length U`— Length—>�{ 714' 12.6' 7/8° 14.6' Vea PJ BCSI-B2 para las opciones � {� Tolerances for I p0 p(p•) 1° 16.T de TCTLB. Out-of-Plumb. 1/4' T 1-1/8° 18.8' Toierancias parao 1 1/2° 2' 1-1/4' 20.8' \ \ ` Fuera-de-Plomada. 1-=• 22.9' Plumb 314° 3' ® Refer WPXM-B6 i \ \ I bel ob 1-1/2*1• 4' 1-1/2' 26.0' Summary Sheet- �\ 13/4' 29.2 Cable End Frame Bt21chn 0/50 max 1-1/2° 6' 21 x33.3' Repeat dragon!braces. es f; t Vea el restitmen LJ 1-3/4° T SCSI-B6-Arrostre Repita los ardostres ! 2° 1 Z 8' del truss terminal diagonaies. i de on techo a dos I CONSTRUCTION LOADING—CARGA DE CONSTRUCCION ;19i1a5• Set first five trusses with spacer pieces,then add dragonais.Repeat ; ®Do not proceed with construction until all bracing Is securely Maldmum Stack Heightprocess on groups of four trusses until all trusses arc set. and properly in piece. for Materials on Trusses Instale los anco prrmeros trusses con espanadores.luego!os arriostres No proceda earn to construccidn haste Clue todos los arrostres Material Height(h) dnagonales.Repita este procedimiento en grupos de euatrc•trusses estbn cobcados en forma aproplada y segura. Gypsum Board 12' hasta que todos los trusses ester,instalaclos. Plywood or OSB 18° Do not exceed maximum stack heights.Refer to BC4I B4 Asphalt Shtrglea --i-h—axUs truct!on Loadlno for more information. Concrete Bkx* 8• 2)BOTTOM CHORD—CUERDA INFERIOR ; No exceda las maxtmas aituras recomendadas. Vea el resalmen ITh 8"d tiles high `--e-•—�... �' ^�.,.,�,•`;*, BCSI44 Came re Construccidn para mayor tnformaddn. Latera)braces s` ..,`i r •., i•••i• 2x4x1Y length lapped ti "�; i ! • •••• over two tnLsses. �` I ••• •• i ® Do not overicad small groups or single trusses. • No sobrecargue pequeft grupos o trusses lndwid I *00 • Place Ioaos over as many hu5".as possible. 0000 • •• • Coloque las cergas sobre tan!os trusses comp seaapw*fv.•Diagonal braces • every 10 truss ; Posdncn loads over load bearing walls. •••••• • • • spaces(20'max.) Coloque Has cargas<pbre lac pareda�sopnrtantec.•••••• • •• • • • • i 10'-15'rtTax. ALTERATIONS—ALTERACIONES ••• s••• Some chard and web members not shown for darty i ® Refer to .••• Yea el restimen SMI-85 Was;de trusses.ModificaHes eff la Obra y VInsta tdh. 3)WEB MEMBER PLANE—PLANO DE LOS MIEMBROS SECUNDARIOS { ® Do not cut,alter,or drill any structural member of a buss unless specifically permitted by the Truss Design Drawing. No torte,aitere o perfore ning6n mienbro estructurai de los j trusses,a mentos que este especificamente permrddo an et dibujo Web members del diseMo del truss. �•. �;- ± ®Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and aid. Trusses que se han sobrecargado durante la construccidn o han sldo alterados stn una autorfmc in previa del Fabricante de Tiusses,pueden reducir o eiiminar to garantla dei Fabricante de Trusses. � "`- NOTE:The Ttucs Manpr(anLxar and Trrca Deragn�ntDt rely ere tle fart tlet rhe Catracmr and sane opaebw Cd eppBmbk)are®- • •.,,_� Dablato tadetade tle wak6w have agreed todo at a peNader project.The Cantraaorsha0d sed any ratsred assts ragern 9 b4sinded to ens"Vise the oneal ouneroodun �``�•,.,,,^•,•`w I f8d�rr�WnOD ed viii Wr �tnDses Into dear WMY rr�datiao ror teDdiD9.6WaIng and' ,I g woad Dla9onal braces truWe-am band war ugaoueGive g-rlmroedieading Laladai personnel in thewood tries kdustry,but must de to re nsdae of every 10 truss ' r Invokm•be °dyaseGUIDEforusebyaquaNledlis Designer or ca*adz Ab riot space,(20'max.) k OKW dust Mae remm us be'1, 11t, as superior to any d 4n Vedtlooae(pratded by eVw an hdtDeM&Ox, 10'-15 max. 9 DesWw de Corrtrada a ouemae)for hNbiing,baReNrg and brzdg wood to and E does rot predda tleuse ofodere for bradg and prorkkng sbd7Ryfor to weftaro awkmas as Trey be dauannir dby same spacing the truss 6¢�VlrDetladon Cadractm Titus,tle wood Teas Ound of Amer!a and de Thta Ply rnsm erpres h abeam an as botton bracing Some Chad and web members not shown for clam}. I rewaafl�r r«dams arrstng from me atm.Wkistion,a refance on ne and I A cadahem toaem lateral �f ' ° DIAGONAL BRACING IS VERY IMPORTANT N+�TRUSS CouNCIL OF AMERICA TRUSS PLATE INSIT rE Ore WfCA eenbu°6300 EMwpriae lane•M claon,w153719 583 D'Onolrle Drive•Mattison,WI 53719 ° 1EL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! 6W/2744&l9•www.wmdtnssaom 608/1133-M-wwxVhns org DIWAWU1n170=M * ti -MUCTURAL CAl.GU#.ATl CLAUDIA OLASO ADDRESS.55 HE 99th STREET NNAM SHORES.FL w L DROZ-SEDA P.E. CWL EIS LICENSE S 39M 8130 CRESCENT DMMb 11 RAIYIAR FL 33025 PK:30&017452 Table of Conant . . .... ...... Des PhPA Pte... .... ...... Date ...... .... . ..... Wind Pressum for Componer is and Claddings :'•• ••••• .. .. .... ...... Main Wind F R System �••�•� • . . . . ...... Structural Design Lam �..' •. ... :•••• . . Truss Region Design 9 Masonry Walls 11 Openings Design 17 Footing Design 19 PROJECT. djAuPfA Date: 11 ar-15 TASK: it t{ ► ' Proj.No.: :,,, WIND CODE REQUIREMENT:FOC 2010 AND ASCE 7-10 Building Mlami County Broward County Other Counties - Cat V Ultim. V Service V Ultlm. V Service V im. V Service 1 165 128 156 121 Varies Varies If 175 136 170 132 Varies Varies 111 and IV 186 144 180 139 arses {Varies Service Factor to affect Ultimate Pressure,S= 0.60 WIND DATA Ultimate Mind speed,V= 175 mph(3-sec.gust) Building Category: II Exposure Category. C Opening Condition: 3 Enclosed Directionality Factor Kd= 0.85 GEOMETRY DATA Largest Building Dim., L= 48.Eft Smallest Building Dim.,B= t.7 ft .... Roof Average Height,h= !0 ft • Roof Pitch x/12,x= t 'in 18.43 go.; .... • Roof Overhang,Lo t3.50'ft • ...... .... ...... Building Enclosure Condition: (6.2 Definitions) 1 Open •••• ' 2 Partially enckaaai' 3 Enclosed ••�••� ••••• Area of wall considered for classcatio , - tQf? ,ft2 •• •• •••• •••• • Area of all other walls in building Bala ce Ag= t ft' '• Total Arca of Openings in wail,Ao= #Id I`ft' • 0.000i... •••• Area of openings in building balance,Aoi= Q;1 ?,'ft2 •..' 000.00100 *go o :" . . 0.01Ag= 1.00 ft2 Min.of 4 ft2 and 0.01Ag= 4.00 ft2 Ao/Aoi= 999.00 Aoi/Agi= 0.00 Open building condition: Partially enclosed condition: Is Ao>0.8Ag? No is Ao>1.1Aoi? Yes Is Ao>Min.? No Is Aoi/Agi<020?Yes Selected design condition: 3 Enclosed Gust Effect factor G= 0.85 Topographic Factor. _ Kzt= (1 +KlK2K3)P For Miami-Dade and Broward,Ki= 0.00 Kzt= 1.00 . tom vow PRESSMONCOORMOMAWCUUMM pa CUWMOUND ON ASCE MO.POR SLOW VW WAN RC05F MEWfT SAH Task: UNmees MW Speed.V=175 nwh OWOSLM C 7"=900.0 ft Com acrd pon PER s HL,h-12.83 ft a=9.5 Roof Max Trtoa Span,Lo=18.00 ft Kd-0.85 r,,-1.00 zone tLQ=Ke=0.85 ftg-+ Q00 1.00 0.00 10 On.bu k"wk�8-30.76 ft Roof perch xh2,x=4.00 in. 1: 0 1. (i m of 0.1 8 vs 0.4 h=3.48 ft ®=18.43° 0%red. 4 Mex.of 0.04.8 or 3 ft=3.00 ft Roof parapet t ha=0.00 ft - Then Zorn 5 win a=3.08 ft - 4 Endomtoe Cain: 3 ((iC�M=0.18 zone T. 0.00 -2.80 0.00 -1.40 0.50 ft (c�J H 1=-Q18 (wan 6a 0.00 -200 0.00 -0.80 Ove"M(GSCO) =0.00 ZoneIA3 0.30 0.50 0.90 100 Ale pt8 ar zone 4.5 W WWWAs? N MwL CtaddhV Ansa: Max.VW Asea: wkat praemwxs tor LgftM WInd VdocW. Bersfo Velm Pressum 4=O.A02504.4 d4d rW eb•, an pot P=Paa= (OCOM cdcutagon olvdadpressuaeforSwvk*WlndV• t: FEt to offed tMaude Pressim S= 0.80(From VIPW she" Paw.=$*pan Note:Kd is used in cm*OiWon adh ASCE k d coaftnelorm Sae d"UO COMPONEMAND OUNUAMSMn Edge EffaMwe Elfecow %Cu dd I&I MMOPMUM swdoeftaws Oww" IMM H ANI h1 Zane 4 IM W P •P • P *.It". •••••• mark ne Zo5 artd 5 •Wd Zone 4 3.08 4231 • • 12 • .08 9 612 • •• •00000 425 1 0. -!. • • 218 1. 3. 00 1. -1.1 -1.40 0000•• 10.00 3.00 .7 Q 1. --T.70 4. • • HR3030 ---TM 00 9. 0. 1. 4.10 -1.40 0000• MOM 0.00 3. 9.00 TO .00 1.00 111 -1. ••i••• 0000•• • (q CiadsWinfteprogavowe r ekurnern oftaer 0nern v and soot 0 i • • ••••i• Nobw 1. Phs or mkurs son bdoM preeswe arm t wred and awafr torn Ore surra,reaPe •••••• 2 Pssmn vekres&m an go IM burp cdwn rs We Ive Wkww of AM 5 kckided. � •'• • i••••i COMPONEMAND Edge F Wq) 1�BaelePresawe 8erv�wasanao tie Arm In zone 1, P M P H 134W M Zone 2ard3 Iw 1 MIS 8.001 3.85 0. 0. 2 8 1 . 3.85 1 Q 0. f . 4. 1. 2 11. 1 ktt.lu is 3.00 2 11. .18 -1. 2.38 GWOMP in on prom M Gomm as or awn a and no batrdtrg 8hvChi S. NOJW 1. Pho or mkws SbW bdCft pressoe ani toward and waw barn the sudsoa, « 2. Presswe vakies Ohren on Drs krst two CAMM#rave Ore adlueroe of Zane 2(o bwknrnd.See rote 3 beknw. a t.taar>gw wruturt Alums a W AVA wimw arcwuu ufr aumt A ens awute umut wms nuM w w v%w+"Y• %aOH kn P I I P HLE 0.00 0.00 0.00 Mirk ea.Zore 1 .00 0. RIARootage 1 0.00 0.001 -2201 1 0.00 A Roof 2 at a� 1 2 0.00 -220 zare 2 a0 oar 0.00 2 -3.701 0.00 - 3 100.00 -3 .3 0. 2 50 . 2 WIND PRESSURE ON COMPONENTS AND CLADDINGS Project:&AAJD 1 p . BASED'ON ASCE 7-10,FOR 81-DGS W/MEAN ROOF HEIGHT S 60 FT Task:(Vun L&WSIS Ultimate Wind Speed,V= 175 mph Exposure: C zg= I00A ft Conditions and parameters Ht,h= 12.83 ft a= 9,5 Roof Areas Walls Max.Truss Span,L0= ' eft Kd= 0.85 K,= 1.00 Zone 8 5 r 7<097 27<0545 Kr=Kh=0.85 flag 7 000 1.00 0.00 10 Min.building width:13= 30.75 ft Roof pitch x112,x=4.00 in. Zone 1: 0.00 -0,90 0.00 1.00 Miry.of 0.1.13 vs 0.4 h= 3.08 ft G= 18.430 0%rel. (wall 4,5)1 0.00 -0.80 0.00 1 0.70 Max.of 0.04.13 or 3 ft= 3.00 ft Roof parapet height,hp=0.00 ft Zone -1.10 Then Zone 5 width a= 3.08 ft wall 4 0.00 -1.20 0.00 -0.80- Enclosure Condition: 3 (GCpj)[+]= 0.18 Zone 3: 0.00 -2.60 0.00 -1.40 Overhang: 0.50 ft (GCpj)[]= -0.18 (wall 5) 0.00 -2.00 0.00 -0.80 Overhang(GC;,) = 0.00 Zone 1,2,3 0.30 0.50 0.90 1 100 Pos.Press. 0.20 0.30 0.80 1 500 Are press.on zone 4-5 for windows? Y; : Max.Cladding Area: Max.Wall Area: Calculation of wind pressure for Ultimate Wind Velocity: Basic Veloc.Pressure: q==0.00250•Ks-KA-Kd•V2 qh= 56.57 psf p=p.%= qt`I(GCp)-(GCpl)] Calculation of wind pressure for Service Wind Velocity: Factor to affect Ultimate Pressure,S= 0.60 (From'Input'sheet) P.=S pt Note:Kd Is used in conjunction with ASCE load combingdnS Ws* t1 oe: •• . .. . . . . ... . . ... . ... . . . . ... . ... . . .. . . . . . . . . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. r . t � COMPONOn AND CtADDOM ON ROOF " Edge Effective Cladding Effective %CAadd- (G3Ca)I+I Luthnate PMMM ser4ee Pressure Disfiance Width Length Area In Zone 1, (GCp)[-1 R Itl PCI P[+l P I mark IN Ift] ft} IM Zone 2 2 and 3 Zone 1 Zone 2 Zone 3 pef I ) I psf 1 I Psf Roof Zone 1 3.08 6.00 18.00 3.85 M 0.50 -0.90 -1.70 -2.60 38.5 -61.1 23.1 -36.7 } Roof Zone 2 0.00 6.001 18.00 3.85 400=1 0.50 -0.90 -1.70 -2.60 38.5 -106.4 23.1 .63.8 Roof Zone 3 0.00 6.00 18.00 3.85 ;t3 0p 0.50 -0.90 -1.70 -2.60 38.5 -1$7.3 23.1 -94A (') Claddings in this program are defined as attachments or elements other than wall and roof framing structures. Notes: 1. Plus or minus signs indicate pressure acting toward and away from the surface,respectively. ii 2. Pressure values given on the last two columns have the influence of Zone 2(only)included.See note 3 below. r 3. Claddings within zone 3 and/or w/areas affected by zone 2 on more than one side must be anafized separately. t - , . . .. . . . . . .. ... .. . . . .. . ... . ... . . . . ... . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . i VAND LOAD PRESSURE ON OVERHANG 0< 7<6_<27 < _ ApPly UIt.pram.1 Se"Press. flag 0.00 700 0.00 %OH In Overhang(GC,)[j p I l p I-} Roof 1: 0.00 0.00 0.00 0.00 Mark ea.Zone Zone 1 Zone 2 Zone 3 [pelf Pef] (wall 4,S) 0.00 0.00 0.00 0.00 Roof Zone 1 0.00 0.00 -2.20 - 0.0 Roof 2: 0.00 -2.20 0.00 1 2.20 Roof Zone 2 at mid area ( k 0.00 -2.20 -124.8 74.7 (wail 4) 0.00 -2.20 0.(0 T 2.20 } Roof Zone 2 at comer 0.00 -2.20 -3.70 - 1 OARoof 3: 0.00 -3.70 0.00 ? Roof Zone 3 -2.20 -3.70 -209.3 -125,6 (wap 3: 0.00 2.50 0.00 -2.50 I I •• ••• • s a • • •s •• ••• •• • • • •• • ••• • ••• • • • • ••• • ••• • • •• • • • • • • • • • • • •• •• • • • •• •• ND PRESSURE ON MAIN WIND-FORCERIESISTING SYSTEMS Project: �,�y 01 p� ON THE ASCE 7-10,FOR WJIUM MENMRE Jab No.: STANDARD BUILDING STRUCTURES Building and Wind Data: Exposure Category: C L= 46.50 ft Openings Condition: 3 B= 30.75 It Wind Velocity,V= 175 mph h= 12.83 ft Roof Angie,0= 18.43 degrees = 1.00 Gh=0.85 Kd= 0.85 GCo(;)= 0.18 a= 9.5 zg= 9W GCO(_)= -0.18 CALCULA'T'ION OF RESIGN WIND PRESSURE PRESSURE ON WALLS p=q'Gh-Cp-qh(GCO) (To be applied to projected area normal to wind) q=gz,orq=qh, qh=�5fApsf Windward pressure ••• •• ••••• •••:�• q,=0.00256KzKztKdV' •••:•• • q2 k$= 66.6 •..• ••... psi` CP(, = 0.$i••••60 •••• ••••• •00• • z KZ qZ P(+) P( -) • ' :•••:• ••••:• ftpef • • • • • 0 0. 56.6 48.6 -10,2 •• • • �•: • • 1.28 0.85 56.6 48.6 -10.2 " • 2.57 0.85 56.6 48.6 -10.2 3.85 0.85 56.6 48.6 -10.2 5.13 0.85 56.6 48.8 40.2 6.42 0.85 56.6 48.8 -10.2 7.70 0.85 56.6 46.6 -10.2 8.98 0.85 56.6 48.6 -10.2 10.26 0.85 56.6 48.6 -10.2 11.55 0.85 56.6 46.6 -10.2 12.83 0.85 56.6 48.6 -10.2 Leeward pressure From fig.6-3: L/B= 1.5122 Cp= -0.40 (Fig.6-3) p=qh-Gh-Cp-gh(Gcn) p: -29.3 psf Pressure on Side Wells From Fig.6-3: CP= -0.70 (Fig.6-3) p=gh•Gh*Cp-gh(Gcpi) p -43.8 psf PRESSURE ON ROOF(FOR BIRDER DESIGN) Wind Namud to Ridge Wbukvard h/L= 0.2759 Cp,.is interpolated within the matrix below 15.0000 18.4345 2000000--0 112500 0.00 0.1374 0.2 Cp,,,,�= 0.14 0.5t 0.0000 0.1374 0.20M P=qh-Gh-Cp-gh(Gco) Pm=* 18.8 pal, Cp,,,m is interpolated within the matrbc below 15.0000 18.4349 20.0000 0.2500 45000 -0.3828 -0.3000 Cp,,,,,,,_ -0.36 0.5000 -0.5000 -0.3828 -0.3000 _ p=gh'Gh-Cp-gh(Gcp) Pd, •27.6 psf •..• • • Leeward • From Fig.6-3: CP= -0.70 1111 • • • • 1111.. 1111. 1111 P=qh-Gh-Cp-gh(Gc) p -43.$ .*.• •..• ••..• • ' •.•..• Wind Parallel to Ridge •••••• • Windward and Leeward •••••• • From Fig.2: CP= -0.70 p=qh-Gh-Cp-qh(Gcpl) PM -43.8 psf Project: OAjj DfA- 0LA-S-0 ' Task: STRUCTURAL DESIGN LOADS R00 TR"$$0Jk 4AF"if 0Ai fS DEAD LOAD O yrs 5 psf 2 psf 3 psf 10 psf Factored Load Total DL= 20 psf 1,2 24.0 psf LIVE LOAD 30 psf 416 48.0 psf Total: 50 psf 1.44 72.0 psf WIND LOAD As per attached Wind Pressure Calculation.See Sheet'CladLo' WIND NET UPLIFT(For 1 story areas) ASCE 7-10 Applicable Load Combination: D=Dead Load W=Wind Load 0.61= 12 psf Designer's selection of Minimum D.L.for uplift calc.: Use 0.60 or 10.0 psf whichever is smaller Roof Zone 1 x 0.6= -36.7 psf Less minimum DL 10.0 psf Net Uplift •26.7 psf Roof Zone 2 x 0.6= -63.8 psf • Less minimum DL 10.0 psf '••• '. Not Uplift -53.8 psf •••••• •••• •••••• ...... ...... ...... .... ..... .. .. .... ...... Project: '&V01 t1- ©IABD Task: TRUSS REACTION CALCULATION USING COMPONENT & CLADDING FORCES (FBC-2010 & ASCE 7-10) GRAVITY LOADS From Sheet'Load': Net Total Load,w= 50 psf NET UPLIFT REACTIONS U=Net Uplift Reaction G=Gravity Reaction Type 1/ee; for application of the note below Note:Factor of 0.6 to ultimate wind-speed pressure has ALREADY been applied on steet'Load' From Sheet'Load': Net Zone 1 Uplift: p1 = -26.66 psf From Sheet'Load': Net Zone 2 Uplift: p2= -53.81 psf From Sheet'CladLd: a= 3.08 ft To account for Zone 2 at interior areas, p1 is affected by c=1+(4a/Lr)(p2-ptyp1 For Jack and Hip Trusses,p1 is affected by c=1+(2a/LTXp2-p1yp1 Max.value of c=1 +(p2-p1up1(when 4a>LT) for regular trusses Max.value of c=1 +(p2-p1yp1 (when 2a>LT) for jack trusses or monoslope roofs For Girder-Trusses b=Trib.Width Uplift is a function of Gravity Reaction G as follows: U= {(cplAv)*G+(p2-p1)-a•b]_ -0.533-c•G -83.5•b Lb Note! Where Zone 2 at support does not apply,2nd factor is set to zero For all Typical Truss sees Uplift is a function of Gravity Reaction G as follows: • • ....9. ee .*00:0 U= {(cp1 +(2-a/LT)-(p2-p1))/w)-G=( -0.533•c -3.340/L T�:.C� •Lb ' ...... Note: Where Zone 2 at support does not apply,2nd factor i$get to zero,00 0 0 000 • • C10) TRUSS AND RAFTER REACTIONS Truss V, wkw Uppit w1w Uplift Wind'Upfift HOMI d Uplift Wkw Lh*ft Zone Z.a=3.08 8 Zone 1 Zone 2,2a=8.15 ft Zom 2,a=3.08 ft 0.50 t#) �"— 18.00 –�--,�– 0,50 Span, L= $ ft (C.to C.supports) Overhang,Lo= t]a ft C.supe.to edge,both sides Side: $,, Truss Spacing,b= ft (Side:O=One, Both) Member Type: "> ? (T=truss,G=Girder-truss) – (See cats.of uplift Total LT= 18.00+2.0.50= 19.00 ft Apply factors above) C= 1.66 Zone 2 Net Uplift RL= 50.00.2.00.19.0012= 950 Lb ' - 4,007 Lb RR= RL= 850 Lb 4,007 Lb ...... .... ...... ...... ...... ...... .... ..... .. .. .... ...... i3ESIGN SYSTEAA FOR Ct�NCRETE AND CLAY AAASQNRY MASONRY tie Nater l ConcreteWwry Assoefa m 8nck kdust y Assodadw v yeiiiih i. (Release 4.12) _ VYestem States Cray Product Associattan IntemetbW Code Count# { Pr}ct:MANSORY WALL i Name:&b ,�tjA, OI&C. a Topic:ZONE 4 ' Date:3/11/2015 Design of a Reinforced Masonry W80 with Out-of-Plane Loads I Using the 2006 IBC ASD Code Material and Construction Data 8 In.CMU, Full grout,running bond I j Wall Weight=80.35 psf 1 Type M Portland cement lime/Mortar cement Mortar,Coarse Grout CMU Density=115 pcf fm=1500 psi(Specified) Em=900rm=1350000 psi i Wail Design Details Thickness=7.625 In. Height=114 in.(Simply Supported Wall,Effective height=H) ' x=3.813 in. #5 Bars, Fy=60000.0 Reinforcement Spacing=48 in.On-Center j 1 Wall Design Section Properties Ao= 2 366 in to=1773 in4 So=465.1 in3 j { Ro=2201 in Wall Support:Simply Supported Wali •••• ' Specified Load Components '0 0••0 '**00:0 Load P(lb) a(in) W1(psf) W2(psf) L(Ib/ft) h1 (in) h2(in) •••' :"' • Dead 0 0 0 0 0 0 114 006:40 0900 00000 • Live 0 0 0 0 0 0 114 ••�•.• • • • Soil 0 0 0 0 0 0 114 '....' 0.00• Fluid 0 0 0 0 0 0 114 •0•••• 0 Wind 0 0 39.8 39.8 0 0 114 000'0• 00:0000000 0 • Seismic 0 0 0 0 0 0 114 .• ....:. Roof 0 0 0 0 0 0 114600000 y Rain 0 0 0 0 0 0 114 '00' : • ••• S •00*0' Snow 0 0 0 0 0 0 114 •• ' . ! Controlling Load Cases 1 Section Forces with Controlling Flexure and Axial Load-0.61)+H+W i x/H=0.540 from bottom of wall V=-15.12-1b/ft ML=5353.44 Ib-in.t t 1 hJ3DESIGN SYSTEM FOR CONCRETE AND CLAY MASONF • -I Nadanai Clete Masonryr nssociadon —�Ck kWUSUY Assod8*M ---- Version 4.1(ReWaok I UT M4 wtestem States Ct"Product Assadatian Fn doral Code Coundl Pdct:MANSORY WALL ; Name: --- 1 Topic:ZONE 4 Date:3/11/2015 Page: : Chkd: MP r ...--.__._.. P=210.7lb/ftaten=0in MT=ML+Pen=5353.44 fl-intft Moment Capacity=7244.48 ib-in/ft(603.707 Ib-ft/ft)at this axial load Shear Capacity=1771.89 ib/ft i The wail is adequate for these critical section forces. Section Forces with Controlling Shearing Force—D+W ( x/H=0.000 from bottom of wall i V=189 Ib/ft i ML=0 lb4n./ft P=763.3 lb/ft at en=0 in MT=ML+Pen=0 Ib4n/ft s Moment Capacity=9090.81 Ib4n/ft at this axial load i Shear Capacity=1771.89 Ib/ft j The wall is adequate for these critical section forces. i These were found to be load cases that controlled the design. The flexural,shear and axial forces shown are those occurring i i at the critical section for the case controlled by flexure and at the critical section for the case controlled by shear. i The following design calculations are for the section with controlling bending moment Section Design Forces Used V=-15.12 lb/ft(Computed from Loads) as '••••' •••• • ML=5353.44 Ib4n./ft(Computed from Loads) •••• •• orosos SSSS Soso.. P=210.7 ib/ft at e=0 in(Computed from Loads) •��•• 000ss. s s i o . Computed Design Values 'SSSS' :••••• •• ••. Note: 1/3 stress increase was not used Effective Width=48 in. ••'••' •• { •••••• Web Width=48 In.on effective width •••••• '• SSSS.. i • Allowable Shearing Force= 1772 Ib/ft '..'•: •• ••• •••• The wall is adequate in shear Required As=0.217 in2 each reinforced cell(0.05426 in2/ft)OK d=3.813 in. n=21.48 knced=0.3092 lbalanced=0.8969 — --- - --. - __.._.._..._---- ----_ _ --- --- MASONRY DESIGN SYSTEM FOR CONCRETE AND CLAY MASOA The Vw- on 4.1(Re1& 1Nestem states Clay Product MsoeWdm Inte=8onat code CowicO Nct: MANSORY WALL ---- - --- __ _. _.. Name: Topic:ZONE 4 I Date:3/11/2015 i Page: Chkd: MP - k=0.2155 j=0.9282 Pmax(Compression)=1.185e+005 lbs(2.962e+004 Ibstft)OK Pmax(Tension)=7440 lbs(18601bs/ft)OK i i i The wall has adequate capacity. i i { Development and Splice Lengths for Longitudinal Reinforcement K=3.1250 in. Required Development Length:id= 22.50 In. Required Lap Splice Length:= 45.00 in. i Some codes may require epoxy-coated reinforcement to have longer development and splice lengths. I } r i i i ; t i i 1 { • .....• - i ! i i f ' DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY The Netkmal Concrete Mowry Associalim Brick irulustry Assocladon Version 4.1(Rem 4.14.12? Western states Clay Product Associa*M trrWn W"1 Code Coursed Prjct:MANSORY WALL i Name: U/� Topic:ZONE 5 Date:3/11/2015 ! Page: ( Chkd:MP j — _ — - ---- - _ _- -- — --- .__. ---............ . -------- --. .--_.--- ----- Design .._Design of a Reinforced Masonry Wail with Out-of-Plane Loads i Using the 2006 IBC ASD Code Material and Construction Data 8 in.CMU, Full grout,running bond Wali Weight=80.35 psf ! Type M Portland cement lime/Mortar cement Mortar,Coarse Grout 1 I CMU Density=115 pcf fm=1500 psi(Specified) I Em 9OOrm=1350000 psi Wail Design Details Thickness=7.625 in. ; Height=114 in.(Simply Supported Wall, Effective height=H) i x=3.813 in. #5 Bars,Fy=60000.0 Reinforcement Spacing=48 in.On-Center Wail Design Section Properties 1 Ao=366 in2 to=1773 in4 So=465.1 in3 Ro=2.201 in Wall Support:Simply Supported Walt j Specified Load Component ' •••••• Load P(ib) a(in) W1(psf) W2(psf) L(Ib/ft) h1 (in) h2(in) •••• ' ••• •• Dead 0 0 0 0 0 0 114 ...:.. ( :....: Live 0 0 0 0 0 0 114 ••.. • Soli 0 0 0 0 0 0 114 '....' �••••• ••••• Fluid 0 0 0 0 0 0 114 ••�••� ...... Wind 0 0 48.2 48.2 0 0 114 I • Seismic 0 0 0 0 0 0 114 �••�•� ••••:• i Roof 0 0 0 0 0 0 114 . :••••• i :....: Rain 0 0 0 0 0 0 114 •••• .• :': ! • I Snow 0 0 0 0 0 0 114 •• i J + Controlling Load Cases Section Fords with Controlling Flexure and Axial load--0.61)+H+W x1H=0.530 from bottom of wall V=-13.74 Wit } ML=6501.58 Ib4nJft - - f5 MASONRY DESIGN SYSTEMA FOR CONCRETE AND CLAY MASONRY PlaUonai Concrete Masonry Association Brk*Industry Association ------Version 44.1(Retem 4.1.2) Va►estem states Gay fboduct Assoftdon Interneft ai Cade Cound PrJct:MANSORY WALT_ i Name:0-T - i Topic:ZONE 5 Date:3/11/2015 Page: i Chkd:MP 1 P=215.3lb/ftaten=0in MT=ML+Pen=8501.58 lb-inlft Moment Capacity=7259.88 lb4nNt(804.99 ib-ft/ft)at this axial load i Shear Capacity=1771.89 Ib ft i E The wall is adequate for these critical section forces. jSection Forces with Controlling Shearing Force-D+W i x/H=0.000 from bottom of wall i V=228.9#b/ft ML=0 Ib4nJft P=763.31btftatan=0 in MT=ML+Pen=0 Ib-in/ft Mordent Capacity=9090.81 ib-iNft at this exist load Shear Capacity=1771.89 Ib/ft i The wail Is adequate for these critical section forces. These were found to be load cases that controlled the design. The flexural,shear and axial forces shown are those occurring f at the critical section for the case controlled by flexure and l at the critical section for the case controlled d by shear. I The following design calculations are for the section with controlling bending moment (1 i Section Design Forces Used .... V=-13.74 Ib/ft(Computed from Loads) i •••• ML=8501.58 ib-in./ft(Computed from Loads) •• •••• '• P=215.3 IbM at e=0 in(Computed from Loads) ••• •• ••: �•••• Computed Design Values '....' . Note:1/3 stress Increase was not used •••••• •••• ••••• Effective Width=48 in. j Web Width=48 in.on effective width •• • ' ....:. 1 Allowable Shearing Force=1772 lb1ft •••• ! The wall is adequate in shear Required As-0.2725 int each reinforced call(0.08813 in2/ft)OK d=3.813 in. n=21.48 kbalanced=0.3092 lbaianced=0.8989 MAS ,,,� DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY ON ffte Natlamal Cwitaete ivy AssocfaUcn Brick 1mkmVy AssocWdm --_--Ve—Warj 4.i(Release 41 2 V4 aswn StaWs Cly Pmdtxt Assocla#m IMematiml Code Co u d Plot:MANSORY WALL I Name: 0–&W—L rVA Topic:ZONE 5 Date:3/11/2015 Page: :q– Chkd:MP _ k=0.2353 I j=0.9216 Pmax(Compression)=1.185e+W51bs(2.962e+004 lbs/ft)OK i Pmax(Tension)=7440 lbs(1860 RxM)OK f The wall has adequate capacity. } w Development and Splice Lengths for Longitudinal Reinforcement K=3.1250 in. Required Development Length:Id= 22.50 in. Required Lap Splice Length:= 45.00 In. Some codes may require epoxy-coated reinforcement to have longer development and splice lengths. I 1 i i i 1 3 t i i 1 { I • l4'' Job Norm ICLAUDIA,OLASO Job No.: W=Z-M ZONE 4 _ Bm Size: -Ft _0(4n) V*M: 28.0 in. Ufdf.Ld: K/R W IS: 1.821 21.78 Depth: 8.W in. Bm Span: 11.00 Ft M!)9: 1.611 19.38 Cover to CL 3.81 In. #Ste? 1 (1 or 2) V: 0.65 d: 3.82 In. Inez.Due to Wed?®(1 =Yes;0=No) hnsqpXeKcgon R Wred? 1 (1 =Yes;0=Na Pm: 1� psl Fb: 1.33Irm.8wind. Fs: n:[E Pnery: J; 1 -{1i((1+(FstFb)'3) Use Oft J as Fit*Assrnd.J'at Start of Design. Assmd.J: 0.910 Design M Used:1...=JMn. As=® M/(Fs*J'd) Ck.Assupdots: Rho Bal: 0.0031 n/((2*Fsftr(n+Fs/Fb)) -Incr.x 1.33 N Wind Rho nc t 0.0024L Mlft/bd Rho n: 0.0488 k: 0.267 (SORT(2*Mw n+(Rho n Rho n J: 0.911 1 -k/3 Amid.J: 0.910 AcQust'Assmd.X to Match Calculated. .••••• Ck Masonry Stress: Ck Sherr Show: • .... ...... fm:l 437.66 Ipsi M/WiM'(2/Jk) N 8.77 pel V/t Fb• 5 .00 psi r'OK Pfr 38.73 Psi Ilb ••••• As Reqd= 4.28 Av Rid: N/A Wilt s• W-Fv)/Fs ••:• •••• • • #of mss• Slze- Pedn`161er SP Tem As •••••• Main Relnt: 1 1. 1. 0.31 •••••• Sty Rednf: •• ••• • Ck Bond: Meu: 98.83 psi V/�SP"J*d} SP is the Sum of the Perimeter of Bars Meu Allow: 140.00 ped hacpe+cdon ? 771710 =Yes;0=N�o Fm: 1 Psi Fb:C PSI 1.33 Ma.9wind. Fs: psi n: . -- Prer�ir• J; 1 -(1/((1+(FsIFb)*3) Use#ft J as pdstoAssnW.Jost Start of Desip. 1 Assmd.JT-079,7071 Desi M Used: 32.40 Kon. As= M/(Fs*J*d) CL Assupbons: Rho Bal: 0.0031 n/((2*FsJFbp(n+FsiFb)) -Incr.x 1.33 if Wind Rho nct 0.0028 !bd Rho n: 0.0565 k: 4.284 (SQRT(YRfio n+(Rho n Rho n J: 0.905 1 -k/3 Assmd.J: :910 AdW"Assmd.J"to Match Calculated. Ck Masonry Show Ck Shear St mm: fm:l 479.28 jpsi M/(b d2)*(2/Jk) fr 723 psl V/bjd Fb: 5 .00 psi r'OK _j Ffr 38.73 psi P9 Now ReW. As Reqd= Q.39 Av Regd: WA Olk s*b"(Wv)iFs #of Bars: size. Pertmeter SP Total As Main Relnt: 2 1 5 1 COW I .928 1 0.82 Shear Rol& . Ck Bond: Maul 6629 psi v/(SP*J*d)-SP Is the Sum of the Perhmder of Bars Mau Allow. 140.00 .0.. ...... .... ...... ...... ...... ...... .... ..... . . • 14ZIt4 �CPOT 22.E-�v '� {� �,�, LIC) k 1� 1,50 �, e Ole 6600 • . . 0 0000 0000;. .00:00 0000 6000:0 • 00000. :0000. 0660 . . . 0 0 0 666000 060.6 6600 0 0 0 006000 .006 66060 • 666666 .. .. 006. 0 • 0000.. . 6 6 0 0000 • • .. 0.000. 0 • :0000; 0 . 0 ... • TerraTeA Consultants, Inc. ♦E,nvironmental Consultants Foundations ♦Cjeotec6nical Testinginspections* ♦Construction Materials Testing `structures July 28th, 2015 Order No. 15-2759 Claudia 01aso 55 NE 991h Street Miami Shores, FL 33138 Reference: Subsurface investigation and recommendations for proposed new addition to be located at 55 NE 991h Street, Miami Shores,Florida 33138. Dear Ms. C. Olaso: Pursuant to your request and authorization, Terra Tech Consultants, Inc., conducted a subsurface investigation at the above referenced project. The investigation was performed on July 15th, 0000 2015. • . . 0000 0000.. The purpose of the investigation was to examine and document the existing sail,CQnditiof s a the :000 • site and provide you with geotechnical recommendations for supporting.the proposed new ;.... addition at the above referenced site. This report presents our findings and redQvWendat:8ftV 0 0 0.0 0 0000.. 0000 0000. 0000 . .. 0000.. To achieve the desired objective, One (1) standard penetration test boring was performe rn the • ... 0. 0 proposed construction area. The log is enclosed along with this report. The�ofir% location0was 0000:. established in the field using approximate methods; namely, a measuring :vhgeL and�varTable ;0000; surface controls. 0 0 0 .0 • Proiect Information: The site of the referenced project is located within Miami-Dade County, Florida. Based on our review of the schematic site plan provided by the client, subsequent telephone conversations and field visit with the project manager, we are under the understanding that the plans for this project include the construction of a single story addition to the existing single family home located on the property. The site conditions were observed by a representative from our office during the field exploration. The observations indicated that the subject lot is part of a single family residential f'.O.box 972286 ♦ Miami,FL 35,97 • Office 3o5/256-2633 + Fax 305/232-5995 C-Inc. Claudia Olaso Page 2 July 28th,2015 Proiect Information (continued): development / area. The site has an existing single family house along with surface vegetation and trees. It is our understanding that all, trees, shrubs and vegetation are not in conflict with the proposed construction and will remain as is. The final grade elevations of the proposed new addition are not known at this time; however we anticipate that elevations will remain within one to two feet of highest existing elevations. The land surrounding the proposed construction is relatively flat and covered mainly by surface vegetation, shrubs and trees. We note that if any of our understanding or assumptions are incorrect, we should be notified so that we can re-evaluate our analysis and may amend our recommendations accordingly. Test Method: The boring was conducted in accordance with procedures outlined for standard penetration test and spilt spoon sampling of soils by ASTM Method D-1586. "" . . 0000 0000.. A two (2') feet long two (2") inches O.D. Spilt Spoon Sampler was driveA•i7to•the gra dW by ....:. successive blows with a 140 lb. Hammer dropping thirty (30") inches. Tim'611 sampler was driven two (2') feet at a time then extracted for visual examination and-06jgificatijn-tt•the retained soil sample. • 0000.. 0000 00000 •• •. 0.•• 0000.0 The numbers of blows required for one (1') foot penetration of the samplers �ignat�d as N ••••.• (Known as the standard penetration resistance value). The "N" Value provides.an indRdifth of . . . 0000.. the relative density of non-cohesive soils and the consistency of cohesive soils-0 • .• 0.0 • .. . Suitable corrections are applied to this number in order to include the effects of soil overburden pressure and other factors. A general evaluation of soils is made from the established correlation between"N"and the relative density of consistency of soils. This dynamic method of soil testing has been widely accepted by foundation engineers and architects to conservatively evaluate the bearing capacity of soils. A continuous drilling and sample procedure was used. The samples were taken at intervals of two (2') feet, or at every change of soil characteristics. 2 As a mutual Protection to clients,the Public and ourselves,all reports are su6mitteJ as t6c confidential Property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. C--Inc. Claudia Olaso Page 3 July 28th, 2015 Subsurface Conditions: The appended boring log presents factual information and descriptions of the subsurface conditions at the specific test boring location. However, review of the boring log indicates a relatively uniform layer of black silica sand with traces of grass from 0'-0"to 0'-6". After which we encountered tan to beige silica sand from 0'-6" to 2'-0". Followed by beige to brown to tan silica sand with small rock fragments from 2'-0" to 8'-0". Subsequently, we found tan to beige silica sand from 8'-0" to 12'-0". Concluding, with medium to dense silica sand from 12'-0" to 20'-0"to the maximum depth of the boring penetration of 18'-0". Groundwater: The immediate depths to groundwater measurements presented in this report are referenced to adjoining surface grade at the time the soil borings were performed. The stabilized depth to groundwater or that measured a few days later may differ substantially from the immediate depths measured at the time the soil borings were performed and as such may not be an unreliable indicator of future groundwater elevations. Groundwater elevations may vary substantially over time due to many area specific parameters such as rainfall, droughts, storm events, flood control activities, nearby sp rfa ie wat®:bodies, 08000* tidal activity, construction dewatering, well field activity and other factors.'C&?Vdn these.factors .• and other considerations, the groundwater depth information provided in tris import shoal be •••• • considered approximate with substantial variations from those values possISMO The immediate %-00: depth to water referenced to adjoining surface grade was at an average of at'4•fit and j?"t�dhes %o.. below existing grade elevation. 000000 0000 0 0:0 0 0 0 0 66 66 4600 000000 If more accurate static groundwater elevation data is needed, monitoring w4011s b> more.accurate • 0000.. piezometers should be installed, surveyed to the NGVD and depth to watpr.meagourements ;0 0 0 0 performed over time to develop additional groundwater elevation data. Potential subs3Mtial • 0 influences on groundwater elevations over time such as well field and flood control operations, flood events and other groundwater elevation considerations should also be evaluated by others in the project design team as appropriate for the proposed construction. 3 As a mutual Protection to clients,the public and ourselves,all reports are submitted as the confidential Property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. C~Inc. Claudia Olaso Page 4 July 28th,2015 Foundation Recommendations: On the basis of the foregoing, we recommend the following: 1. Clear the entire building area plus a minimum of 5'-0" outside the perimeter of construction and remove all top soil and unsuitable surface material to the necessary depth. 2. Compact cleared area with a heavy vibratory roller to a minimum compaction of 98% of the optimum dry density as per AASHTO Method T-180. Verify densification procedures by taking an adequate number of field density compaction tests. The cleared area should be inspected prior to the commencement of the backfill operation in order to ensure that all the unsuitable material has been removed. 3. Backfill building area, plus a minimum of 5'-0" outside the perimeter of the structure to the required elevation with a clean mixture of sand, lime rock and lime sand fill in compacted layers not to exceed 12" in thickness. Compact each layer to a minimum of 98% of optimum dry density as per AASHTO T-180. Verify densification procQdfite$by .. . .. 0000.. taking an adequate number of field density compaction tests, espeel,�,lfy;in the.•r'ogting • areas. 009999 .. . 0000.. 999999 9 0000.. 4. Excavate foundations/footings to the required depth from the ground e�gy �ion. ••• • ' 0000. 999999 9999 99.99' 5. Compact the bottom of the foundation/footing to a minimum of 98°/d t; �e optimum dry ••••;• density as per AASHTO T-180. Verify densification procedures bViRlig an ad8guate :Goo.. • 90909. number of field density compaction tests. 0 0 00000 99 • • 999 9 9 Prior to initiating compaction operations, we recommend that representative samples of stfuctbral fill material to be used and acceptable in-place soils be collected and tested to determine their compaction and classification characteristics. The maximum dry density, optimum moisture content, gradation and plasticity characteristics should be determined. These tests are needed for compaction quality control of the structural fill and existing soils, and to determine if the fill material is acceptable. A representative number of in-place field density tests should be performed in the compacted existing soils and in each lift of structural fill or backfill to confirm that the required degree of compaction has been obtained. 4 As a mutual Protection to clients,the Public and ourselves,all reports are submitted as the confidential Property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. TTC-Inc. Claudia Olaso Page 5 July 28th, 2015 The vibratory compaction equipment may cause vibrations that could be felt by persons within nearby buildings and could potentially induce structural settlements. Additionally, preexisting settlements may exist within-these structures that could be constructed to have been caused or worsened by the proposed vibratory compaction after the fact. Pre- and post conditions survey of these structures along with the vibration monitoring during vibratory compaction could be performed to better evaluate this concern. The contractor should exercise due care during the performance of the vibratory compaction work with due consideration of potential impacts on existing structures. If potential vibrations and impacts are not considered tolerable, then alternate foundation modification techniques should be considered. Design Recommendations: The above foundation recommendations having been achieved and verified we anticipate that the foundation and footings may be appropriately proportioned for a safe soil bearing capacity not to exceed 2000 pounds per square foot. The use of the spread footings and single column pads is suggested. A monolithic slab foundation system may also be adopted. . . .... ...... Construction Recommendation: •••••• •• •••••• Site Preparation •••••• .... . ..... We recommend any existing vegetation and demolition debris be stripped•frit the prapased ••••;• building area. After stripping is completed, the structure area should be leveled;and Oensified .; • sufficiently to permit equipment traffic. Densification and leveling of the soils Mrifd*be performed in the building area plus a 5-foot wide perimeter extending beyond the Qutsidg lijp$of •• the building limits where practical. The in-situ densification should be accomplished by surface rolling from the stripped grade using a self-propelled vibratory compactor. The surface in-situ soils should be compacted to 98% percent of the ASTM D-1557 maximum dry density to a depth of at least 12 inches below stripped grade. Frequent wetting of the sub grade may be necessary during the rolling operations to prevent drying and loosening of the upper 6 to 12 inches of soil. A representative from Terra Tech Consultants should be present at the site to observe that the subsurface conditions are as we have discussed herein, and that earthwork activities are in accordance with our recommendations. 5 As a mutual protection to clients,the pu6lic and ourselves,all reports are su6mitted as the confidential Property of clients,and authorization for pu6lication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. C-I nc. Claudia Olaso Page 6 July 28`h, 2015 Fill Placement New fill materials must be placed under engineering supervision of a Geotechnical Engineer from our office. The fill should be inorganic granular soils free from deleterious materials and approved by our firm. We recommend using quality crushed lime rock mixed with lime sand. The fill should be placed in lifts of no greater than 12 inches thick, and each lift should be compacted to 98% of the maximum dry density as determined by the Modified Compaction Test (ASTM D1557). In restricted areas where a small compactor must be used, the lift thickness should be reduced to 6 inches, as directed by the inspecting Geotechnical Engineer. Backfill behind walls should be approved sand fill as indicated previously and should be placed in loose lifts not exceeding 12 inches in thickness and should be compacted to minimum dry density of 98% of the maximum modified Proctor dry density using small vibratory compaction equipment. Prior to initiating compaction operations, representative samples of the structural fill matdfii%to be used and acceptable in-place soils should be collected and tested `"-aOtermiZZ•their • compaction and classification characteristics. The maximum dry density,-optimum Imoigfure ... content, gradation and plasticity characteristics should be determined. These'fe*49%re needdd for ;....; compaction quality control of the structural fill and existing soils, and to dFj91"" ine i-tlse•fill *006 material is acceptable. *0:40: •••• •.... .. .. .... .....• Construction Monitoring • . . . . ...... Terra Tech Consultants, Inc., should be afforded the opportunity to provide t?bservatign ding • site preparation and construction to ensure compliance with the above recommendations and to confirm subsoil conditions on which these recommendations were based. These items must be documented at the time of occurrence by Terra Tech's personnel. In the event Terra Tech is not retained in this capacity, Terra Tech cannot accept responsibility for the execution of the recommendations or performance of the foundation system as provided in this report. 6 As a mutual Protection to clients,tke Public and ourselves,all reports are submitted as the confidential Property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. TTC-I nc. Claudia Olaso Page 7 July 28`h,2015 General Information: The assessment of the site environmental conditions or the presence of pollutants in the soil,rock or groundwater of the site is beyond the proposed scope of this exploration. If you desire, Terra Tech Consultants, Inc., can perform an environmental assessment of the project site. Regardless of the thoroughness of geotechnical exploration there is always a possibility that conditions on the subject property(site) may be different from those at the test locations reported in our boring log. Changes in the submitted project details or the discovery of any site or varying subsurface conditions prior to and/or during construction which deviate from the data obtained in this exploration should be immediately reported to us so that the condition or change can be evaluated and appropriate action taken. We request the opportunity to review the final plans and specifications to assure that the intent of the recommendations of this report is properly interpreted and incorporated. Our client for this geotechnical evaluation was: aaaa . . .... ...... . . Claudia Olaso .,• � •. . •• 55 NE 99`h Street •••••• '••'•' ....�. Miami Shores, FL 33138 ' Site address: 55 NE 99`h Street, >Miami Shores Florida '•" • •aaa • •aaaa •aeaa• •aaa ••aaa This report is prepared exclusively for the uses of client, other membeTS`ef the ae- & •••••• construction team and governmental authorities for specific application tq'tlxs:prof ect jai the •• above referenced site. The conclusions provided by Terra Tech Consultants,.Inc., 4M based • solely on the information presented in this report. As a mutual protection tocli nts, tim pudic and ourselves, all reports are submitted as the confidential property of clients, and authdAzation for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. The recommended construction phase inspection by the Geotechnical Engineer to provide continuity in the implementation and interpretation of the recommendations contained in this report. For this reason, we believe that this inspection service should be provided by Terra Tech Consultants, Inc. we would also like to offer our services for quality control testing and inspection of proposed construction, i.e. pile installation, foundation bearing surface, soils, concrete, steel and roofing materials. 7 As a mutual Protection to clients,t6c Public and ourselves,all reports are submitted as t6c confidential Property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Terra Tech Consultants, Inc. Test location gfTO, ' a k Jaid , .,?.. s�, ,�° ..` ,. " �n � 'r,t "a _•� d � Wu W L, a" 10* - - t 'Y y' • ! ..A6`4 •00000 60 41fi � � • 0000• F r c�+ t h'• 00000• v e t 000000 • 0000•• n yF TTC-I nc. Claudia Olaso Page 8 July 28th, 2015 We appreciate the opportunity to provide these services for you and look forward to continue working on this project. If we can be of any further assistance with the design or construction services,or if you need additional information, please feel free to contact us at your convenience. Sincerely, TERRA TECH CONSULTANTS, INC. Respectfully Submitted By, Terra Tech Consultants,Inc. . . .... ...... ...... .. . ...... Rafael E. Droz-Seda, P.E. •••••• ;• �„ Florida Registration# 39228 •..•.. .... . ..... .. .. .... ...... . . . . ...... Attachments: Boring test location plan/site plan • Boring logs (B-1) Soil Classification Criteria Limitations of liability 8 As a mutual Protection to clients,tl,e pu6lic and ourselves,all reports are submitted as the confidential Property of clients,and authorization for pu6lication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Terra Tech Consultants, Inc. P.O.Box 972286,Miami,FI-33197 (305)256-2633 Fax(305)232-5995 TEST BORING REPORT Client Claudia Olaso Order No. 15-2759 Address 55 NE 99th Street, Miami Shores, Florida 33138 Report No. 1 Project Proposed new addition Hole No. B-1 Address 55 NE 99th Street, Miami Shores, Florida 33138 Date 711 512 01 5 Location NW comer of patio area Driller GW&SS Depth Sample Hammer Hammer (feet) DESCRIPTION OF MATERIALS Number Blows "N" Blows on on Sampler Casing 1 From 0'-0"to 0'-6"Black silica sand with traces of grass. 2 2 2 From 0'-6"to 2'-0"Tan to beige silica sand. 1 2 2 4 3 From 2'-0"to 6'-0"Beige to brown silica sand with small rock 3 3 4 fragments. 2 2 2 5 5 2 2 6 3 6 5 8 7 From 6'-0"to 8'-0"Tan to beige silica sand with small rock 5 7 8---]fragments. 4 7 6 14 9 From 8'-0"to 12'-0"Tan to beige silica sand. 6 5 0000 10 5 5 6 10. • • 0000 0000•• 11 2 2 �••• : •• • •• 12 6 2 8 409•0 be •0 • 0000•• • 13 From 12'-0"to 20'-0"Medium to dense silica sand. 8 10 so*: • ' • 0000•• 14 7 10 17 20•x• • i•••i• • • 15 18 18 �•• � •••�• 0000 • 0000 0000• 16 8 18 15 • • • • 3Fi• • 0000 0000•• 17 15 15 ••0• • • •� 18 9 12 10 2T • • • • 0000•• 0000•• 19 15 15 ; • • • ;.•..; 20 End of boring at 20'-0". 10 13 12 28" • • :• • •• • 21 22 11 23 24 12 25 26 13 27 28 14 29 30 15 Water Level: 7'-6" on 7/15/2015 Respectfully Submitted, Florida Registration No.39228 Rafael E. Droz-Seda,P.E. Date: d7/ze/w As mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients and authorization for publication of statements or extract from regarding is reserved pending our written approval. SOIL&MATERIAL TESTING GEOTECHNICAL INVESTIGATIONS QA/QC&INSPECTIONS CONSULTING ENGINEERS SOIL CLASSIFICATION CRITERIA RELATIVE DENSITY SHEAR STRENGTH SAND CLAY SPT N-VALUE RELATIVE SPT UNCONFINED CONSISTENCY (blows/ft.) DENSITY N-VALUE COMP.STRENGTH (blows/ft.) (tons/ft.2) 0-4 Very Loose >2 >0.25 Very soft 5-10 Loose 2-4 0.25-0.50 Soft 11-29 Medium 5-8 0.50-1.00 Medium 30-49 Dense 9-15 1.00-2.00 Stiff >50 Very Dense 16-30 2.00-4.00 Very Stiff 100/6" Refusal >30 >4.00 Hard PARTICLE SIZE DESCRIPTION MODIFIERS Boulder >12 in. 0-5% Slight trace Cobble 3 to 12 in. 6-10% Trace Gravel 4.76mm to 3 in. 11-20% Little Sand 0.074mm to 4.76mm 21-350/4r Some Silt 0.005mm to 0.074mm. >35% And Clay <0.005mm UNIFIED SOIL CLASSIFICATION AND SYMBOL CHART LABORATORY CLASSIFICATION CRITERIA•••• COARSE-GRAINED SOILS • • •••• •••••- (more than 50%of material Is larger than No.200 sieve size.) •• • •• • - - Clean Gravels(Less than 5%fines D 0"000 •0 • •••••V Well-graded gravels,gravel-sand GW Cu= D� greater man 4;Co= between 1 ands •mixtures,little or no fines 10 •0•••• GRAVELS •More than 50% Poorly-graded gravels,gravel-sand • • ••••-GP Not meetin ap radation requirement, ••••- of coarsemixtures,little or no fines 9 9 •00- •••••• fraction Larger Gravels with Ernes(More than 12%fines) •••• 00. than No.4 - •• •• •0•0 00.00• sieve size GM Silty gravels,gravel-sand-silt mixtures GM Atterberg limits below"WdA th P.€.batwee - line or P.I.less than 4 tl�j i, - 4 ands are cline cases - GC Clayey gravels,gravel-sand-clay GC Atterberg limits above"A" requirMig use oftlual sym�:• 0••••0 mixtures line with P.I.greater than 7 • • - Clean Sands Less than 5%fines D60 •6*0 0 •••••- SW Wei graded sands,gravelly sands, SW Cu= D greater than 4;Cc= D xD between��:3 little or no fines 10 10 60 SANDS 50%or more j Poorly graded sands,gravelly sands, SP of coarse little or no fines SP Not meeting all gradation requirements for GW traction smaller Sands with fines More than 12%Ones than No.4 Atterber limits below sieve size SM Silty sands,sand-silt mixtures SM g Limits plotting in shaded zone tine or P.I.less than 4 with P.I.between 4 and 7 are Atterberg limits above"A" borderline uses requiring use SC Clayey sands,sand-clay mixtures SC lure with P.I.greater than 7 of dual symbols. FINE-GRAINED SOILS (50% or more of material Is smaller than No.200 sieve size.) Determine percentages of sand and gravel from grain-size curve. Depending on percentage of fines(fraction smaller than No.200 sieve size), Inorganic sifts and very fine sands,rock coarse-gralned soils are classified as follows: SILTS ML flour,silty of clayey fine sands or clayey Less than 5 percent................................ GW,GP,SW,SP AND silts with slight plasticity More than 12 percent............... ...............GM,GC,SM,SC CLAYS Inorganic clays of low to medium 5 to 12 percent.................Borderline cases requiring dual symbols Liquid limit CL plasticity,gravelly clays,sandy clays, less than silty clays,lean clays PLASTICITY CHART 50% _ OL Organic silts and organic silty clays of 60 low plasticity 3 Inorganic silts,micaceous or a 50 I Z MH diatomaceous fine sandy or silty soils, CH SILTSw elastic silts 40 ALINE; AND Z30 PI=0 7 LL-20 _ CLAYS Inorganic clays of high plasticity,fat Liquid limit CH clays u20 CL MH&OH 50% 9 ~ or greater OH Organic clays of medium to high to 10 plasticity,organic silts g ML&OL HIGHLY `' 0 0 10 20 30 40 50 60 70 80 90 100 ORGANIC PT Peat and other highly organic soils LIQUID LIMIT(LL)(%) SOILS Rafael E. Droz-Sada P.E. Civil Engineer- License#39228 9130 Crescent Drive Miramar FI, 33025 Ph: 305 962 7452 City of Miami Shores Village Building Department 06-25-2015 RESPONSE LETTER Job Address: 55 NE 99th Street Miami Shores Village,FI Owner: Claudia Olaso. Permit No.:RC-15-868 BUILDING CRMOUE: 1. Wealth Department Impact fee section and:DEAM.approval:required. ••••• 2.Zoning approvalrequired. - •••• ••••:• M ►'�ap�tro 3.The conversion of this ldtt~hen tp the utility room:should be Included oA*whe fioo4pri. 4. Roof notes on sheet 1/A-2 are incomplete. 0000.. 0000.. 0000.. S. 1 x fire stop should be:a maxi .wof8.'_oOrabove finish floor. • 6. Special inspector;squired for masonry and soil compaction. •0000' ;•••• 0000. 7. Provide subsurface investigation report as noted on note 6 sheet S-1••;••; •••••• ••••• 8. (Vote 1, sheet S-1.According to to notes on the fir plan the slab off gtade sho'lM. ••• • be 4"concrete. 0••••• • . 0 0000.. 9. Provide:Specifications for the requfirecl sub-terralnum termite tr�atmet�. .• ••• 0 • 10. Provide Specifications for the soil sporting the 40 concrete slab. ••0' : • • • ;••••0 •• RESPOND: 1.Done-See plans 2. Done- 3. Please see sheet A-1 for cloud revision and notes addressing the utility room(previous kitchen)is being include in this project. 4. Please see sheet A-2 for cloud revision. 5. Please see sheet A-2 for updated section 1/A-2 6. Please see attached the plans the Special Inspector for masonry and Soil compaction. 7. Please see attached the soil report. 8. Please see upgraded note#1 on S-1 at ground floor slab notes. 9. Please see upgraded note#1 on S-1 at ground floor slab notes,termite treatment note. 10. Please see upgraded section 1/S-2 on sheet S-2. Ii PLUMBING CRITIQUE: 4/18/16 1: FBC 107.11 ieattft Department approval required for onslte sewage disposal. 2. FBCFG 401..Provide gas isometric Tyle of las • Pipe material • Total btu's • Total developed length 3. FBCR P2708.3`Shower control valves. individual shower and tubtshower combination valves shall be equipped with control valves of the pressure- balance thermostatic-vrrixing stir combination pressure b€lance/tkwrrnostatle- mixing valve types:with a high limit stop in accordance with ASSN 1016 or CSA B126.The high limlt stop:shall beset to limit water temperature to a maximum of 120`F(49`C). to-line thermostatic valves shall not be used for compliance with this section. 4, FBCR P2705.1 Show fixture clearance for water closets;tubs, lavatories, bidets etc: .. 5FBCR P2943.2 Maximum flow and water consumption.As per Miami-Dade Ord. Sec. 8-3.1 plumbing fixturesshall meet the water flow restrictions adopted by:Rami-Dade County Water argil Sewar(water closet 1.28gpm,;lavatory 1.5gpm, shower heads 1.8gpm and kitchen faucets 1.bgprm). RESPOND: •• •••••• •• ...... .. . ...... ...... ...... 1. Done. attached to plans. ..•• • 2. See P-1/G-1 gas isometric. '••••' '•�'•' See propane gas note enclosed with clouds. "•'• "••• 3. See note#20 in Plumbing notes. •• 4. See bathroom Floor plan-Plumbing Fixtures clearance. ••"" 5. See note#21 in Plumbing notes. .. i STRUCTURAL CRITIQUE: Structuraf CrfUque Shoet tM ta+t' � Y _. y RESPOND: 1. Please see S-1 updated note#3 at masonry notes. 2.Please see S-1 concrete and timber notes. 3. Please see S-2 notes at Roof faming plan, Section 1/S-2 and typical lateral braciajr.••• ....�. 4. Please see A-1 elevations. .. . • 5.Please see truss connections schedule and section 1/S-2 on Sheet S-2 accordxig witt�r••• ••••" structural calculations attached to these plans. ***a** •••••• • 0000 000000 Y • • 00000 0000 • • 0000 00000 0.0000 • • • • 0000 000000 000.00 • • • • • • • • 00.000 • • 000000 • • Y • • 0.0000 • • • 0 000 • • 6 Miami horns Village Building Depaftent 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tei: (305)795.2204 Fax:(305)756.8972 MN I SHORES VILLAGE NOME TO BUILDING_ , DEMME OF EMPLOYMENT S SPECIAL INPEDT®R UNDER THE FLORIDA BUILDING CODE i pe)nave been retained bynl—A6nto perform sp>acaal inspector services under the Florida Budding Code at the 65hik on the below listed structures as of (date).I am a registered architect or engineer licensed in the State of Florida. PROCESS NUM S- r-C- 15-116 SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) SPECIAL INSPECTOR FOR TRUSSES>36 LONG OR 6HIGH 2319.17.2.4.2(R4409.6.17.2A.2) ,X SPECIAL INSPECTOR FOR REINFORCED MASONRY.FBC 2122A(R4407.5.4) SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) ••9 9 X SPECIAL INSPECTOR FOR SOIL COMPACTION.FSC 1820.3.1(R4404.4.3.1) ••••` •••••• SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS.FOC 1927.12(R4405.9.12) • • SPECihLINSPECTOR FOR `••' i �••�•• �• •0000• •• • 0000•• Note,only the marded boxes&))p/y. '.No* • Tie following individual(s)employed by this tirrrt or me are authorized representatives to perform irks :000:9 ,....0 1. 2. 00000 • • • 3, 4. 0000.• 0000 •000• • • 0009' ..0000 "Spew Inspectors utilizing authorized representatives shat insure the authorized representative is qUdM W8ducZU0n Or. licensure to perform the duties assigned by the Special Inspector. The qualficatiahs shao include ticens40A:8 ronal • ••••i• engineer or architect; graduation from an engineering education Program in cavi( or structural engilwWW%radua n fror:ep••• ardaft-jural education program,successful completim of the NCEES '••` • :00 • Fundamental Examination;or registration as building inspector or general contractor. '00 1,(we)wig notify Warn Shores Village Building Department of any changes regarding authorized personnel performing inspection mss. 1,(we)understand that a Special Inspector inspection log fdx each budding must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Budding Code,must be performed by the County.The Village building inspections must be Called for on all mandatory inspixtions. I inspections performed by the Special inspector hwed by the tuner are in addition to the mandatory Inspections Perfomied by the Department.Further,upon completion of the work under each Budding Permit I A submit to the Budding Inspector at the time Of *W inspection the completed inspection log form and a seated statement indicating that,to the best of my knowledge.belief and prolossiohal judgment those portions of the project outlined above met the intent of the Florida Building Code and are in subsW ttal accordance with the approved plans. Sited and Seated EngineedArchitect Narrhe Address 9l' o C ftscw� D;o_ rel Wr M _VC05 DATE: Phone No. ( )q6 2 7- 4+6- Z Created*61 MIAMhD M MUMDADECOUNTY I ING PRODUCT CONTROL SECTION 11305 SW 26 SfirA Room 209 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADUMTRATION DIYISION T(M)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) MMnjamidade sovLuonomv Nu-Vue Industries,Inc. 1055 East 29*Street Hialeah,FL 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER- Product ERProduct Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). 11xis 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 AH1(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 AID may Immediately revoke,modify,or suspend the use of such product or material within their jurisdkUgn. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dada County PrUwA tontralo Section that this product or material fails to meet the requirements of the applicablAuddIg code.-.**• •• This product is approved as described herein,and has been designed to comply with ft Fforida'Bdiiding ... ••• Code,including the High Velocity Hurricane Zone. •••••• :....: DESCRIPTION:Serles A%NVSTA,NVHTA,NVTHJ,IKZ,NVTT and NVHQ37-Steel y0'tibQ• 09:000 Connectors •••••• •••• 00.00 APPROVAL DOCUMENT:Drawing No.NU-1,titled"Truss and Top Plate AndWrr,sheet3I Iflrough 4 of 4,dated 02/1812 8,with last revision dated 01/25/2012,prepared by Nu Vue Intoe &,Inev sig2ed and....;. sealed by Vipin N.Tolat,P.E.,bearing the Miami-Dade CountyProduct Control regewal 6npVMthe Notice of Acceptance number and expiration date by the Miami-Dade County Prodflct Cobtrol Sw6m :•••• MISSILE IMPACT RATING:None .• • LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and Mowing statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered aft a renewal application has been filed and there has been no dmnge in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA viii occur alter the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the pry or process.Misuse o€this NOA as an endorsemew of any product,ft 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 numb preceded by the words Mimi-Dade County,Fkrida,and followed by the expiration date may be displayed in advertising literatum 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 mamif icturer or its distributors shall be available for inspection at the job shoat the request of the Building Official. • This NOA renews NOA 012-0130.32 and consists of this page 1 and evidence page E-1,as wcll as ap document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.13-41201 i .M011 o n Xxpiration Date: may Approval Date: May 2,2013 yi�j Page 1 Nu-Vue Irniustrles.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.NII-1,titled"Truss and Top Plate Anchors!;sly 1 through 4 of 4,dated 02/18/2008,with last revision dated 01/25/2012,prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.Tolat;P.E. B. TESTS "Submined rrnder NOA#08-0325.02" Test reports on wood connectors per ASTM D1761-88 by Product Testing,Inc.,signed and sealed by C.R.Caudel,P.E. Reuort No. Wood Connector Load Direction IWO 1. 05=5195A AB-5 Fl and F2 06/03/05 2. 05-5196A AB-7 Fl and F2 06/11/05 3. 04-4995 NVTW 26 Upward 01/31/05 4. 04-4996 NVTHJ 28 Upward 01/31/05 S. 05-5612 IKUl Upward,Li and L2 03/20/06 6. 06-5622 MR-2 Upward,LI and L2 05/01/0(p.-* y. 04-4908 NVTT Upward and Ll ••.07/21704*•• •••• • 8. 034631 NVTT Upward and Ll VW1/04: 9. 08-6711 NVHC-37 Upward,Ll and L2 "':"b3/14M 0 C. CALCULATIONS "Submitted under NOA#08-0325.02" "•' ":". 1. Shear value of common wire nails and steel plate tensile calcu)jjj's,pre by •••• Vipin N.Tolat,P.E.,Consulting Engineer,dated 03120/2008,siovA and sealed.by Vipin N.Tolat,P.E. •••••• D. QUALITY ASSURANCE '••' 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest,dated 01/31/2013,signed and sealed by Vipin N.Tolet,P.E. _ "Submiffed under NOA#08-032102" 2. Code conformance letters for all of the tests listed on Section B,issued by Product Testing, Inc.,signed and seeded by C.R.Caudel,P.E. Carlos X Utrera,P.E. Product Control Examiner NOA No.13-0206.17 Expiration Date: May 22,2018 Approval Date:-May 2,2013 E-1 18 Gauge Angst'Clips. OHNIO AL NOTlE4: 1.Steel shall cordbuntoASTUA633,aftchaal gratt33(A+Bn.yW33 kd)eAd ausiaitmnn galveoized coating of Q 60 per ASTM A523. gy F1 2.Allowable load are based on Rational Dosing specifications QC S)hr woad constooction, 2005 E tion. csM4 6'4G-1010 3.Design loads are for Southern Pine with aspediScgmmky ofO55.Allowa s loads for > ° o*w spades be adjusted accordingly 4.Cour wire noil values ars based on NDS table 11P,0-W5 ad have been reduced far ° Perot D�thfao�PilOD. • • S.Allowable loads for wind uplift have ahoady bow finessedby aduration i'satorof 6M fa 112 auchor nail. Load values ehoRm ars withaet 33%ateci 6.Allowable loads for nose tban asinglo connection cannot beaddedtogethw:A design load AB-7 AB-5 T"io l histaudion vfth is dividwd into Ingo diredica given must bo evalosted as follovm Actual' r T pa eLl+ 12 x'1.0 Allow"7.Allowable loads arebased of 7!a°thick wood m unless odunwisenoted. 8.All tie beavos and grouted concrete masonry sbAl comply wM dupmr21 angW-Coltaete for tie ban=and grout sad motto for concrete masonry trot(be amiahnu n cf2500 psi.Courts Product Diaea dow(inches) Fastener ftedule Alowable Londe(!6a) mmunty sball comply wA ASTM C90. Coda WI I W2 L (deader Joist Fl F2 9.All taste have been conductedin accoadaoo with ASTM Dd761. ABS i# 2% 5 3-1OWW 3.10dx%- 511 595 A87 1% 23(s 7 4-104x%* 4-10&aK° 582 794 otaptttrctrata • NggL Nall wider saisfe leg to Joist sad Shota;logto Header. • • • • • • • • • VIIN N. TOLAT. PE • • •• • • • • • FL REO. 1129-47 . NU—VUe Io—,,m Ino • •• • • • • ••• • 15123 LANTERN CI�EiC LANE IOSi 1039 liast29 feast 00* ••i ••i ••• i i ••• HOUSTON, TX 77001818 1rulah.Flaid833013 Fax:(�694•G398 • 000 • ••• • • TUM AND TOP PLATE AMMM ••• i • %. i • i•i i i i t Fab 18, • •• • •• • • • Nt) 1 1 of 4 2,008 V- 'dol 2 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t 9 t Deep Seat Truss Anchor..They am designed to resist legal and uplift faamea. Holden Double Strap Riveted Tram Anchor..They are designed of 14 page steel Tim strap is made of 14 gauge steel and tho seats of 20 gain etast pates to resist Iateet and uplift form The sesta are mads o f2O gauge deal. UPLIFT UPLIFT r. Ram a �t �i• � a ?t a « As tbly D>ouxs TOta1N6. TNo.of TOWN& Total No.OfefFadmm Festemon;In Allowable Loads(go) Di FastooatsIn eI'0��) Cede ) in strap 20 C3A.Seat - Cade ) .in two Steeps 20 Q&Seat a a a s IOda13° 10da 1, Ll L2 1 a • 10da ° UPM UPM L1 L2 NVSTA12 12 S 6 1046 700 1049 NV�•Al2 12 10 6 1506 1766 1050 1450 6 6 1141 760 1144 12 6 1695 1987 1181 1631 NV8TA16 18 7 6 i236 823 1239 NVHTAI6 10 14. 6 1883 2208 1312 1812 A1V8fA20 20 8 6 1331 887 1335 N`EMA2p 20 16 6 2071 229 1444 1994 9 6 I426 950 1430 18 6 2239 2649 1375 2173 NY8TA22 22 NVHTA22 22 Notes: NVSTA24 20 NVHrM 24 1.Nwb MWOOMMY ia*w and Nato ad&Vi dosing kala 2.Soo note 6,sltw I feroembinad leading 3.Ndh finougfl dwab sW naflem tW truss plates. 4.•Forgen�al.notes,saedoOot 1. . S.For>dgtu�rapliftkade, oel�iba3000psi. 6.Based on min.2300 pd o� • • • • • • • • • 14PIN N. TOLAT.-PE<ay%) • •• �+e i• i•i • • • FL REQ. 12847 Nn-VAe r 1053-1059 1i•i 1S1LANTERN � &d 29 Not •• H2 � EhImb Plod&33013 m Fsa:(�. 694�i98 ilva�aut •i• i ••• ` TRUSS AND TOP W An ANC •• • • • • • • • • • • 'br t� IVZH1 2 Of 4 Fab 18, ••• • • • • • 2,006 • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 ••• • • 12 Gauge NVTHJ Truss Hip&Jack Hanger 2OG Stud Plaft Ties ° • UPLIFT L2 I s _ e Left e e Rk trt 6� °v • . I�—�—i yp •° �. o • • ° � Typ. • H e H • Hoeft 2X , $ 5—i�° Vu 410 °• TYPIC/LL tKE1 ° • ttWALAT= NVTHJ 48 as atmn smear U.B.Patent No.4,"4,= Altowab1cLft&(ffx)&Phw Wall Schedule F Diumdone(lnabas) Fates A*wable I.cads ps) Code �H* 1�16d �PI�l10d �aicNaillod G'oc H L Std Plate Uplift L1 LZ Loads (e a b tatsl c d total 1� 1478 16 4 3 72 3 5 B31 1% 3 3% 6.104 4404 787 337 3$7 P7 1931 Zb s 4 9 2 3 5 =Z 1% 6% 3% 6.10d 7-10d M 451 318 . For 2x lodbd "nails am be and UPLIFT 00 to 0 4f• i e eo ° \�30 •••••®®o Cam• Ha•te i s•••• i i• .00 i ♦o i i e •••• ♦• vm NTout fi (CV ) 1w •• • ••• Nu-Vue n-w^b 6 10531059 Bs 49 ••i iNU-1 2.00918123 7REK L ANE HOUSTON. TX 77068 1aehF 33013 ONO 13 NVTHJ-28 as etown Fmc�6 t0 TRU$3 AND TOP PLAT$AWMM tu Fab Qs • •• •• • • • •• •• ••• • • • ••• • • 18 Game NVTT Sanibel Trans Strap 18 Game NVHC 37 SWAY Grip Clip(520) pw" nlmeaelau�s( ) puftmocka to ABmmbb Laads(Pos) CMU W B H I L Tma TVUP" Ll 1A Sdodub Allam Dai (an) Beadour IV,9116 $4 14 13 2•10dc1g° 6.104 N. crPlob iKa�arCode orStad U�8 Li L2 mn-1 1 � s43 16.8dar 112-8dar NVTP-2 1% M. 14 13 zr10dt164° ---- 6 T"W V' 1584 466 , IiV1iC 37 S Wap t1OP 16-10d 12-10d 702 S60 637 I i 1. I-lodklW ndlophwMan"d6af9wTim snd3.lOdm&itkswhWSmphw d.fa 2.3 y4°t x 1W 1m.1Y4*=*Whwtbpcm aaaplod9n cachkg and into dw baRow comoomanw. ,fib ?W t!RJ" t��2� Le ` UPWT �] 1atla MAhoa h; ob � PROOUCI'�p+lD VPM N. Y,'PE CML !a . �. .: .•: : : i•i �. FL REQ.__g`I2 ` ) n-Vne ., • • • • • • • • • 15123 LANIM WjEK LANE •• ••• •• • • • •• ,• 1�-1oS9 829 meat NC+Tf-1 AeBd°mn HOUSTON..TX 774148 M694-CM NVTT-2 Shm%rVA-,-S=d& TA Fmc{ 694-0391 mpaa°a�m6maled�Wo°dPfe•smri �+�8 • ••• • ••• • TlivW AND TCP PIAT8 ANCWM ••: :• : :• : • L 31 13 N4of4 2,008 U 1 • • • 0 000 • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • MIAMh MIAMI DADE COUNTY e PRODUCT CONTROL SECTION D ARTMENT OF PING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Stmet,Room 208 ` AFFAIRS(PERA) Miami,Florida 331752474 BOARD AND CODE ADAE941STRATFON DIVISION T(786)315-2590 F(7"315-2599 NOTICE OF.ACCEPTANCE (NOA) WWW.Miamlmie aavlberat PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued urnder the applicable rules and regulations governing the use:of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-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 dWright 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. PERA 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 Nigh Velocity Hurricane Zone. DESCRIPTION:Series"FD-101"Oatswdng Aluminum French Door w/Sidelites—Non-Impact APPROVAL DOCUMENT:Drawing No.11005-2 Rev C,titled"Outswing Non-Impact French door(s)8t Sidelite(s)-,sheets lthrough I 1 of 11,prepared by manufacturer,dated 02/28/07 and last revised on 10/11/11, signed and sealed by Lynn Miller,P.E.,bearing the Miami-Dade County Product Control *sion.�h�►with the Notice.of Acceptance number and expiration date by the Miami-Dade County Product ondol Sectior.. •••,�• MISSILE IMPACT RATING:None:Approved Hurricane Protection devices,coning wt#'HC,as *00000 0 applicable are required. 0*0**0 •••• Limitations: .•••• • . ...... ..... 1, Use of Table 1 or 2(sheet 1)requires full length reinforcements(item#22)fot=10,XXq.pXX, OXO and OXXO configurations.The lower design pressure from table I or W**Z shall co;WW. ..•••• 2. Egress operable doors must comply with min clear width per FBC,as applicable.... •; 3. Nominal K"max.airspace is applicable for-I.G.glazing with spacer item# 101 •••••• LABELING:Each unit shall bear a permanent label with the manufacture's name or tojo•city,state 4PA series•••• and following statement: "Miami-Dade County Product Control Approved",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. TERNIINATIOIV 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 W 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 renews NOA#11-1013.21 and consists ofthis page 1 and evidence pages Fri,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. NOA No 12-0516.03 Expiration Date:August 02,2017 Approval Date: August 02,2412 Page 1 _ PGTIIndas; �10TICE OF ACCEPTANCE:EVIDEIITCE SUBMITTED A. DRAWINGS 1. Manubdumes die drawings and sections(submitted under Be#11-1013.21). 2. Drawing No.11005-2 Rev C,titled"Outswmg Non-Impact French door(s)& Sidelite(s)"'sheets Ithrough 11 of 11,prepared by manufacturer,dated 02/28/07 and i last revisedon 10/11/11,signed and sealed by Lynn Miller, P.E. A. TESTS(submitted under file#ii-1013.2i) Test report on l)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Forced Entry Test,per FBC 2411 3.2.1 (b)and TAS 202-94 - . - Along with marked-up drawings and installation diagram of aluminum out swinging French door w/sidelites,prepared by Fenestration Testing Laboratory,Inc.,Test Report No(s). FTL- 4964,dated&Ttemler'09,2006, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS(submitted under file#11-1013.21) 1. Statement letter dated OCT 11,2011,compliance to FBC 2007&FBC 2010,prepared by PGT,signed&sealed by Lynn Miller,P.E. 2. Statement letter dated 10/07111,Successor Engineer adopting the another engineer's work per FAR 61015-27-WI,signed&sealed:by Lynn Miller,P.E. 3. Anchor verification and comparative analysis dated 03-02-07 and last revised on 06/08/07,prepared by PGT,signed and sealed by Robert L. Clark,P.E. (transferred from file#07-0309.09) 3. Glazing complies with ASTME-1300-02&-04 000000 . . 00000000.. •3 . . • D. ¢UALr ASSU'Rt1E'jCE •• • ••• •. I. Miami Dade Department of Permitting Environment,and Rb A rs E••••.e: .0909. . . 0000.. 0000. E. MATERIAL CERTIFICATIONS •••• • 0000 _ 1. None 009000 0000 00000 F. STATEMENTS •• •• •••• 9000V 1. Statement letter of confornce and letter of no financial intLret,jxeparq.$Y PGF;••:• dated 05/14/12, signed and sealed by Lyn Miller, P.E. :0009: 2. Statement letter issued by PGT,dated.05/14/12,"Renewal wiffnechanep.'Vgned and sealed by Lyn Miller,P.E. 3. Statement letter dated OCT 11,2011,compliance to FBC 2007&FBC 2010 and"No financial.interest",.prepared-by PGT,signed.&sealed by Lynn-Miller,P.E. (submitted under file# 11-1013.21). 4. Statement letter of conformance and no financial interest,dated 03-02-07,signed by Robert L.Clark,P.E.(transferred from file#07-0309.09) 5. Letter of lab compliance,part of the above test reports. G. OTHER 1. This N`OA renews#11-1013.21,expiring August 02,2012. 2. Test proposal dated Jan. 17,2007 approved by BCCO. lStn \ •��a�t..L� Ishaq I.Chanda,P.E. Product Control Examiner NOA No 12-0515.03 Expiration Date.,August 02,2017 Approval Date: August 02,2012 E-1 NOTES: OUTSMNG NON-IMEACT FRENCH D00Et@)AND SIDE L.ITM) 1.GLAZING OPTIONS: A 3NW TEbPERE0 GLASS �•-� S.5V LG.GLASS CONSISTING ING OF(2)LRES OF SHV TECMASS ASS WITH AN AIR SPACE WMfEEN. Y N/ 2.DESM PRRSSlM&(TABLES 1 AND 2.SHEET 1 ANP TABLES 1A AND 2A.SHIET 2) A.NEGATIVE DOM LOADS SAM ONTESTED PRESSURE AND GLASS TABLES ASTM E M-Im B.POWIVE DESIGN LOADSBABED ON WATERTEST PRESSURE AND GIASBTAB ESASTM E 1300412- Asxl CONFIGURATIONS:2&4 ANCHORAGE.•THE 3331 I F SEEN ITBED IN THE 001GN OF THIS PRODUCT.gm AND.Q= AE*-L-- 7A FOR AIDE R� 11139 'S SEE 1 .MATRIVAL6,MICLUOM BUT TOT LOAITED TOSTEEL.SCIW^THATCOMEBITOOONTAOTWITHQTIMDI$SIM ARMATEMALSSHALL.MSTTHE NOTA DRAWING MAP REQUIREMENTS OF THE FB0.CURRENTEon= 0.SHUTTERS ARE REWRED WHERE FACT RESISTANCE REGMM SHUT'TSRB MUST GE MIAMllQAD4 am COUNTY APPROVED MR INSTALLATION IN COUNTY. 3MV TEAPERED GLASS^-- I GENERAL NOTES_.....»_. 1 0.SEALANTS:INSTALLATION SCREWS,FRAME AND PANP!.CORNERS SEALED WITH CLEAR COLORED SEALANT. COMPI UPAT ......_... 1.2 7.R ICES:TEST FOPCIRTPTI.-4984.ELAOTEXTRONNOA.04•W21.01.934*28A8. 3/g8"GLAZINGOPTION GLAZING DETAILS........... 1 ANSYAI�&PA NDS01 FOR WOOD CONSTRUCTM AM2oC6 A DESIGN MRNVAL .---.- MOM ».». 1 B.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REOLOMOM OF THE FL.OR10A ALT DOGAI PWJWJ EM2 BUILDING CODE.MUDll©THE H*H VARY H(1PRICANE ZONE 0WK!Z ELE1tA 3 9. ATtoNs W19LII CONTAIN A 8�E T4 VERT.SECTIONS......«..». 4 A.THE LOWER DESIGN P TROP/T 1. 2 PREV NORM CTI*K_._.... 8 B.FULL LENGTH REMORMMW(ITEM 22 SHOWN IN SECTION E E,SHEET 4 0 ROQUIRED ONLY AT ALL PARTSUST...» ... - B ODOR TOSIDEUTSCONNEMONSFROMTABLElANDI ONLY REM TO TABLES 1A AND 2k SFEBT 2 Elm .._._._...». 0.7 FOR DOOR TO$09 LITE CONNECT10NS WHICH DO NOT REQUIRE M3122 MENT. A Aw_...».-...._» 0.9 10.SINOtd1 DOORS 33518°WIDE OR OVER AND THE OPORABLE PA LOF DOUBLE DOOM 04 Vr WIDEOR 30 ®OVERCOWLYWTTHTHE SIS D BY CODE. REQ OF THE FBM NATER DOORS MAY BEUSEO WHERE 70 84lir w4m TABLE 1. :OUTS MtO DOORS 9A AND 9B ABOVE FOR QOf O&2M ® 1 t 2 DOOR DOOR HIRMT VWrH 88.793W -S93W 6790' 1 918W 0-0aw 3N0"TEMP�D PAM AIR SPACE X :f +7&D 412.1 +7&0•108 +7&0-1 *7&0 •IM.2 +7&0 -9Q7 311W TEMPERED GLASS X 17 +78.0 4 +78.0 •99.0 +78.0 �7 +76.0 -89.0 +7&0 -84.7 6V NOM .- X 20 +78.0 -0" +78,0 .x� +7&0 +78.0 -ft? +7&0 -78.8 M I.G.GLAZING OPTION X 81 +78.0 -92.7 +760 -80.9 +7&0 -9841 +76.0 79.1 +7L0-782 X 99 +78x0 -82.9 +7&0 -82.3 +7&0 78.9 +7&0 761 +71.9 .71.3 TABL9 2.DEMN PREBMURIMi$NE UM SEE NOTE 9A&9B ` a..w X +77.9 -72.9 +728 72.0 +TLB 7$.9 +71.8 -71.8 +86.0 SLO IN LITE LRE l R A..r�ne• -D 6•a$ X 9T +S&0 -88.0 +56.0 •Bs.O +K.O 44&0 •S8.0 4S.0.-.0 VWNI 0.49 M4 78.99 or : 87 3w 91914" - 47 +76.0.112.1 +78.0 4 +7&0- +7LO -96.2 +76.0•-80.7 109t8' +78,0-1 +78.0 4 +780-I80 +7841 4-- 51 81 +78.0.106 +t760 •SILO +7641 7 +76.0 •80.0 +78.0.-94.7 123Pr' +7&0-1 +MO 4 0IL0-1 +76.0•1 +7641-180. SO +760 -9g 6 +78.0 -99.2 +7&0 t78 7 - 1or" +7841-1 +76.0-131 #7841- +7&0.11 +70.014 t tt�i r r rr �, +76017 +78,0 •808 47&0 .182 11914• +T&0-1 +7841-11 +7&0-110. +7&0.1 .1 +760•100:1 wd 10 d8 +780 +780 -92.3 + 8� 'moi .9 17 +780.101.1 +780 -�I9 #7&0 -�1 +780 - +7C�o -919 �•�` •:* S7 +72.9 -71.9 +72,9 728 +°7'1.9 - + - A +00.0.•58.0 39W 49.3 •87.3 +87 3 •87 3 487.9 •87.3 +87.3 47.3 +050 • 11A 71 488.0 40 +f.0 AO +06.0 S o 4= -�.0 +86.0,•88.0 36Xr +BN O -610 +8841 46.0 SO -ft +68.0 88.0 +880 •56,0 � i 1 FIN • •••' • ••• • • �g,• IA I'MM 'a lmgljaa�NNW dl Ot:TAtiB ' ,, AM fICQOVtII SLi 'hSSt011P��r`��` Rr a LYI�,P.E. iM9r ?X 1 s!1 1t0m C FL P.8.988m ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TA13LE 1A.DESIGN PRESSURES:OUT81M81©DOORS TABLE 2A.DEBI PRESSURES:8105 WE 81D13 L rm SM UTE MEOW DOOR DOOR MWQMT MTN 88.793w 71.883w 87 3w- 91364- 8 •98 a YMDTH op•70 aw, 78.88 934- 87 61814- 10•96814- .103W +KO-121L 4800-118.1 +80.0 412. +p.0 407 +WA-102 X 826112" +80.0 +87.0 -V.0 +64.0 4 O +51.3 -51.8 -*A8 123W +ODA J +80.0 400 +8U -W9 +50.0 -91.4 +800 47 X 17 +68.6 -64 +63.3 4538 •+•60.8 416 +47.9 -47.9 +411.8 46.8 18- +M0 74.8. 4000 •70.8 +6A -88.8 +00 453.7 +M0 450.7 X 28 Wr +63.3 +80.2 -%2 •+447.6 -47.5 445.0 45A +42.8 422 213W +W0 -WA +800 X4.8 +69.6 -US +88.8 48.8 +639 X839 X 81 +80.6 •$0.$ +47.8 -47.6 +44.9 -44.9 +428 -428 +4506 +10.8 V3W 44K4 -84x4 +61.3 -61.3 +48.6 -48.5 +•48.1 -46.1 +43.8 -43.8 88 444.3 -44.3 +4441-44.3 +42.7 -42.7 -40A + •98.4 30 Wr +362 -W.2 +38.2 -38 2 +38.2 •.18 2 Zo -W.2 +35.6 -35 6 X +39.3 +38.3 -XIA +39,3 •39.8 +38.8 4&8 +968 -*A 3µ- +35A -3.O +35.0 -35.0 -360 + 0 X 87 +38A +36,0 -mo +860 -95.0 +850 .30 +�.0 -w.0 xx 47 3W +f.0 +57.0 -57A +54.0 -84.0 +51.3 41.3 +46.8 48.8 xx &4 M+008 +U3 453.3 •+60A •80.8 +479 -47.9 +45.8 46.8 Wq +83.3 453A +R12 -W2 +47.5 -47.8 +4.40 44 0 +*A 42.8 xx Bs ad+808 -SO.$ +47.6 478 +44.9 44A +428 4Z$ 40.8 83 +448 44 244.3 44.3 +41.7 427 +404 404 +3g4 48A XX 87 W+ +39.3 .3 +39.3 -993 +:8.8 .8 +98.8 W 7"I td+360 +36A -ao +86.0 0 +980 -3" +96.0 4590 rtaae► • ..i Zt 2 I-AAM E P TA9LE 1A. .PREM • &DOORAND 81DE LrM C041i MTOM FROM TA1 W IA.AND 2A. Q0bWIiLQUIRE HEINFORQEMENT ITEM 22. Z P08"M Dt'SM PFW A4E 18 LPMITED'MOD P.SF(WATER RESISTANCE 910 PAR)FOR WM AMD BIDE UTES IN TAI1LE81AAND 20L &DOM PFEMMS LSE M40 P.B.F.ARE NOTAL IN MW"00 COtAM. rs tlesAA 65 OF PREMURN � •F7 1111111 4p p tt +? ItN • ••• • A! f1i8111f'1f 8 U MrNaA A tfi p `,• F FL PPt19t NA 8 sit !mm rO FL P.E.+#WM • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 731/2°MAX 36 314" �s�' 1081 MAX. Allo saw 143 3l4"MAX s spa" I'�' —.!'- t4oT�s•-�-— --•-�••---se+�wc>1e sMAX ---+-�-- 49 ,� 49 41 48 05 aw MAX �s Q st ,SACT. jWACKKfA Q seer�tt=a X �arsa OX0 srn:a sna 41 s�watea 713/4°MAX— vim AX MAK 871 �"� 83111'MAX. MAXx txo(TYP) B tryp) G � zl `. ,4g • 49 Al p Aim ® . , \. MAx" • Crvw.> MAX DLO mea D Fr ct A �� Q tinurr MOMORAOE DVAIL8 8ffi eHEETB 1 • • i • ••• ��` `L 4Y.. + �'��i 2,FOR HONZON'TALANOVER60 8ECf�8 s 8 aA11DHr • • • ��`��' `7' �� 8,81E LITEs OVERLAP WAND%V=MBV3WlR 314MM toles AND(=CV CONPI(4 MTKM. .`�.', •'t k�� 4,BEE TABLE81,1A,2,ANS 2A ON sHEm 9 fJ ONORCENENT FOR DOORAND LT1E CONIMIRATIONs. *•' pyp 88706 a,CLEAR OPS FOR WAND.D�Ii�AB (9C m VAFD H-8.848) (VC DOOR4 DOORWIOTW2•+1M .. ,&8,SIDE LITE Lri 0 WU7TH n ASIDE LITE YVDTFI-3 9i4" LTf E iX 0 HEIGHT=$M LITE F HT-11" ID Soo tH ISM a st �92"ATlONEz .,�;, ..�tota+ ate,• a • AM til DOOR$ AOT Ja A L P.E. P FGWI NTS8 +99 f MM C FL PAS am ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• 0 • 7 40 10 1 2 BO 37 �. �► � � a"CMQVD fEALAA►T . 62 low Mk .1 1 MAX wqmmm s= 62 t um Gan log +�sucr OL VIEW ti 30 ASSEM&Y 42. 40 t: 1 ••. . . . . auN . . ti � ,� . 13 L * sezo� 13 .. ... .. . _ L • ••• • ••• • • s � O. d •```� SMINN MMM eo AUM MOM D"B 'LnW If AC!' p LYn 1(d�laS �P A R 18seua► t3Mot tP1 4 a 9f f fA�+? FL P EpOm ••• • • • • ••• • • • •• •• • • • •• •• 4 4g AMAX.IAW AflDTH Fr 31 36 36 34 44HOM 46 46 6 32 Aaax w WIDTH 20 � ----------- Wg -•Iftl 1.2A 48 P kter.DO6 WORM OR (-�---• MAX 8L WID7H UMANOMRSPACM ( sHEETB 8,0 uQD 10} r—MAXOL WWH�-^----� jj�LL7 a ML u��1a�Y • • • • .•• t\\1ltltt DLO ° • •i • • • FMFORCEAWW • s• • • OWUMMTODOOltAMOM mss• * '. 88 62 • • • l I _ TIONS FtYI TABLE:B SLMM •• • •1/N®�8M T1. AEfYI22mmo Sh Wim. �j HOM REQU TA WITH A M 2A.SH+fB wO STAP�ONE PROM TABLES,AAND 2A,$FIFY7'2. �� AA� own • ••• • X••• l `` :.0••. • • �` ALGA l am Mff On naa w.� A LYP�SdA�l1�p P E, " FOAaI 9/2 e a!t 4f00?�4 o PLP.r%Awm ••• •• • • • ••• • • • • • • s • • • • • • • • • • • • • •• •• • • • •• •• [7,7 L GEM=L`Al�� uom R-AL-amd IU, _3 l:3 =L— K-2 IL-2mvi i F;�q j 2:��---i ffLIJ I io, FAL!ZM UJL" FA U4—, EALILL t7i a ........... "ULM Lja� �:4 4j�J- T-- 7 2 77 7= ,.7e0 9.7� ,.780 1.780 1.480 37 WEATHER mow sTRP CHAMML 4. 4.00 ,082 4. 402 4.'W 8.000 @080-T6 4,870 4 0 {g,378 DWR 2 7T 20 ® An 0 es-T0 L DOOR PANS. DO�i PAPS. V'TCP a ea7•rokl IML 31 sum PAL T6 MWIM (44) Aa7RAG1Al. MMMAL 32 NSM v (+�) o � I+-1.000 ,880 .6e0 Owj 1� f.760 L-.ew r-- �1 �•+--.ass ao 1d FiLt MHEAD AWTER PmkW TRUMCtAW 74 �A° 78 nxa sew g "' ►se - .z�� 82 13•To ,o -1 & .076 L12 ( "a mw .,o, FRD1 �•eon 3.Tg 076 o 2880 im t14{iIl •� 1 j •• • • • • • OOT- -73=6 •Q Mid • • • • • • • • M•,�• ~`�� .��n{�•• i T OLD e1.P ASR &SIM (�) ADAP7R?R �*: � K •�, : 11 eosaT6 -Te 61 sew," ofts-Te io n . ... . E7i711F .E3 .,�•..,,. .• • ,� MOM Aua FRsmwmaamLnEa AlfA. I w W t& 7 a tt tt00B,? O: FL P ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WADHEAD HEAD HEAD HEAD t�z C`t t— Ir—f-'zbwv—1 t—'ao —1 I`z �°"f`zw-o1 r ° Lam!OR Qx --4. tL- .....................J—� 4-1 A aLL I Su SILL SMETAMM a•GHr 8 son' �j,,g TANS L SHr.. IMA Sr M 10 HEAD HEAD NEW HEAD HEAD HEAD HEAD HEAD —OZ-0 OR= > Gxxo • 3 OLL vm— 1- �-- �,„---�z'E" �-r awe IP �- �I �- z IP ZON P �- -I FB£TABlXZ.SWF J0� TABL.�•T 8w,10 � � y�9ETABLE7..MM10 v 1.APPROYEDANCHOATWESARE: 1. EL,OO • 6003184CREPE-FLEX MASONRY ANCHORS &fn2SCRM J�%`�� 2ANOHOR QUANTiriE AFB:BASF OM OP CANO *A ice.FQR C 7EX 9EE EXAM MQANCHOR LAYOUT ON SHEET 10 .1a aaaXirFc� tRRda�ce�TeRs aND ��a^awc na PEOAWD 7� AON S.TO Qs REFER TO TABLES ON SHEETS 10. AA zoo lomw _ AIApRA C�MIiA77L • • • • fBpAl01tG61' �i�, may. Atflf!:•'�'�►`�� RK PA ALLJI a • • tie AZA WR& WW ACT ��"�/r`4SlONPL lael�t i+l BeesPA ,? A LFL .L�,pp- Now E Mow I Amt NT3 8 41 19 o FLPAA &# 708 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TA"3.�OM Rowan-MOOM2umm TAM&S ANMIXt G ABarIMAAN0a Al Tr M77FES GL AANDS TM 04AM7YMAANp8 APPROVEDANCi�RTY�EB: &0tR!$7RA 0 SLOSM11 9A wow 1AGUIUME $$M$1RA80 1.114°E=TAS LQAD LOW 2.1141 ELCO 884(BETE-FLEX '7C-Am "JOE'•47.760 t, p � v_10.781 MASONRY AN CHORS TO MODa�� r 10 71.7M i i"P Id 9 1 To0&780 w - c lie d .e ao g es .e .t a.A92 sTEEL SCREWS(06)io I IF 1 >d log 11,1F .� 9dVRF1 x NT 28800 x 74M 7 R 10 1 a ' Z 8 47.7M x Y&M 0 5 6 4 8 6 10.780 x 74780 4 2 4 2 0&M 7 Z 10 4 2 6 bum 6 4 7 4 8 6 O&780 8 R 4 2 07.780 7 2 10 4 2 8 b.780 6 4 7 4 3 a 87.780 $ 2 4 2 01.70 7 2 0 4 2 0 61. $ 4 7 4 a 6 K740 0 2 4 2 00.760 7 2 9 4 2 5 A0. 0 4 7 4 S 8 08.760 8 2 4 2 V.000x70.788 7 1 2 /0 4 -2 -8 81.780 x I&M 8 $ 0 4 9 8 12.781 x MM 8 2 4 2 $6.780 7 2 NI 4 2 6 68 8 a e 4 8 a 0&7M 5 s 4 2 87.7M 7 2 80 4 R 6 Im 4 S 5 07.740 6 2 4 R 01760 7 Z NI 4 2 8 61580 a 4 1 4 8 6 91.70 0 2 4 2 B&TM 7 R0) 4 '-2 -1 O&M 8 4 7 4 8 8 08.760 6 2 4 2 Ado x 78.780 7 6 10 4 8 8 6&780 x*7M .6 6 8 4 3 8 IMO80 x 7a.7M 6 2 4 2- O&M 2- O& a7 4 9 8 6&780 0 8 a 4 8 8 8&780 6 9 4 R w-M W 4 S a im 6 6 18 4 8 s BY.780 6 2 4 2 rS9WCf 0 01 7' 8 10 4 8 8 61.780 0 6 6 4 S a 61.980 0 2 4 2 BRIM 7 S M 4 8 8 6&780 8 4 4 8 6 9&7806 2 4 2 0l $1680x74 7 S M_ 4 S $ aO�O x 747" 0 6 0 4 S 8 21.780 x 1$.780 6 2 4 2 6&7M 7 8 M 4 8 6 6& 0 8 0 4 1 8 0 8&7M 6 2 4 2 81:7M 7 8 10 4 3 6 61.180 6 8 a 4 s a 07.7M 0 2 .4 2 01.780 7 8 dl 4 8 5 61.780 0 a 8 4 8 0 01.780 0 2 4 2 86.7M 7 S 10 4 -3 -8 66.780 8 i 6 a 4 a 5 0&7M 0 2 4 2 8S80O x78.780 0 8 B 4 8 6 0&780 x 7&780 0 6 a 4 s a 27.780 x 74780 0 2 4 2 6&780 8 S a 4 8 6 6&780 0 8 4 8 8 0&7M 8 2 4 2 a7. 1 8 to 4 8 a 67.780 0 6 a 4 8 8 $7.780 6 2 4 2 Ra00fK7'ww*v a 91.780 7 8 10 4 8 a 01.780a 6 $ 4 8 5 91.7M 0 2 4 2 -a-nod& 8&1807 3 10 4 8 6 80780 $ a 9 4 8 8 M7M 0 2 4 2 1 SM x74780 $ 8 a 4 0 6 W.YM x 14756 6 8 4 8 8 88.126 x70.780 8 8 4 8 O&7M 0 8 0 4 9 0 6&7M 0 6 6 4 8 a 88.7M 0 1 S 4 8 miw 80.780 0 8 0 4 8 0 07.180 0 a 0 4 8 5 07.780 a S 4 S 81.780 6 8 9 4 6 0 6}.780 0 a 0 4 8 8 84.780 0 8 4 3 OLM 0 8 8 S 780 a 8 4 a 6 O&7M a 8 4 8 ttlltttt 37.M0 x 74780 b 8 9 04 as 6 747119 KNO s 8 4 a 8 AM x70.780 6 8 4 S 8&780 8 8 B $ •9• • •• 8 a 6 4 8 3 89.780 $w 8 4 8 ti` Z`: M '•, k 07.780 0 a 8 • • i IIJ 4 8 8 $7.780 0 8 4 a 6� 91.780 6 8 B 4 8 b @1180 $ 8 $ 4 8 0 81.7800 3 4 8 = 88780 8 8 8 4 8 a $ 0 4 3 a Ms7M a a 4.0 I INS a 8 to 516 1tI= wee • ... aalRra QIY.�Lt� EiAJ9lEB8,4&6 ? •Awsm aim • Ra sa iVOOR APMrAO A Kiri 6 WNP�;.•`•'� two& • rev uaMa TRd6@raner 1 AU S s 77 Hang O FLp.EjWM • • • • • • • • • • • •• •• • • • •• •• ••• • 0 • ••• 0 • TABLE S.IQ G 2K DOORIll TABLE T.2&NMI an a DOORS APPAMM NOIt T8 *A88 rtM AANDB 31ASS WIMS AAM B 1.114TAPCON "EI O S B i�' 2.VW S M SS4 CRIFI E4gXX MASONRY ANCHORS DWRWVM LcaD 3.#12$TM SCFEWS(tis) RWURW-25.56 'M-29MT HEAD AND SILL FOR OONCREM !(N6fAtlA71 DIMENSIONS MENSA MAX.EXCEPT 3P MIN TO 117" W p 70 snm Q! 9. 6a 9 ONOWER APPLIES TO CONCH 1'E INSTALLATIONS. w-47.760 HD. ik 70� 7,.780 , wM x m: >i o o xVAM x W. 10.760 x 78se 4 S 4 2 /0M x MM 4 8 4 2 0a.m $ 0 4 a 8a.780 8 8 4 2 95814 $7.700 4 a W.m 3 8 4 2 91. 6 8 4 8 91-M 8 3 4 2 0&M 4 a Sam 0 8 4 a tLm x MY 4 a 12758 x 78x780 0 3 4 a 13 e5, 9 a 4 a 88.750 8 a 4 a --4u H-- 9{--- --20 718 3fa e7. 9 a � a a � 87.780 H 3 ( 4 a I I�� 01.718 8 8 4 3 91.718 8 8 4 a 98.780 0 3 4 3 } =i4s$9 L 16�x K= 8 8 4 3 sono x 78:780 8 8 4 8 &M 0 3 1 4 8 89.780 8 3 4 •8 OW A N 04 01 RAM 87.= 8• 8 4 8 87. 8 8 4 •3 91. 0 e 4 8 99.7 8 3 4 3 ANCHORS A.3H SWx Ss SW S�LITE �eowootS D+ �MFm 8 3 4 3 98.750 8 a 4 3 JA@S ANDF T�� •Mr;�l1 Z' 21.=x 78.780 8 a 4 8 21.750 x 79.7 8 3 � 4 a � SDLLW ZM�: l 827" 8 3 .} 4 a 88.700 8 3 °° 4 a e EL71314°x95314"ZXDOOR 8X7 ® 3 4 a 91.760 0 3 4 a OW,OZONE. ANCHORSFROM 7ABLE4, 81.780 8 3 'd ® 4 3 ev~ 91.m a 3 4 3 AT EACH°Fm 06.760 8 a 4 8 88760 8 8 � 4 8 � SEE ENCIRCLED VALUES,%M .7.788 x 70.= 8 a 4 8 87.780x 780 8 S 91 4 a of 9 A 10. i Sam 8 8 4 a a&= e 3 4 3 87.M 9 3 4 8 67.m 4 3 TOTALS(4{ANS FA JAMS 81.750 a s 4 s 91. H 3 4 8 AND 3*8+s+3•(18)MCHORS 96:780 8 3 4 S 88. 8 3 4 3 AT EACH HEAD AND SILL. 3&Ub x 7%780 8 84 8 OL120 x 7R 8 3 4 3 � /J ; 82780 .8 9 4 8 G&M H 8 4 3 4 8 ey.m 8 3 4 3 *Lml 0 8 4 8 81. 8 8 4 3 {►U U!! mini 0 8 � !469 • 16 � • �. 9 S 4 8 ! am 78760 8 8 • 8678T x 79 6 8 4 8 82780 8 8 • r • • •• 83 8 8 4 8 ;` Z':' ''•.K 67.m 8 a • 3 • • i • 87740 8 8 4 3 z94.7p 9 8 3 81.7m8 8950 8 b 4 8 D • we. QM PER LOAD26W TA&M 04 71 xo a!s IL MIL. Atter FARVCHDOORSSIMMKNOWWWr � ,A 1 . �cn ;;M— 4 10 a 11 1"M O FL PAW ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • 2XINOOD 13w 2X WOW3A KSJ NIN,� —1�4°k�i EA. BUCK,NOTE 2 3A KSI NN.CONC. I M2J E.D.- 1 L BUCK,DW1E 2 1X D C III % ,1. :"" 4 40 1Xt4100D . 11'�rn," .vy 1• •• `!• 1', �+,:•diy 1 1 BUCK,NOTt?2 ,,�1,'� r. !✓�! .�3, • i • • �! : 'II.p.; ;y.. 114°MAX • SHBA MAX 114°MAX. 'SHDA Wow 001a SHBd SHS ANCHOR, AN�• • • • ANCHM NOTE NOTE 1• i•i i i • NOTE 1 • • • AD(WOOD) F1) WOMM(CONC) 00: I.A' '} ur H (CONC)> NOTE 1 11e NOTE 1 8h8A1 q U4°MAX SHBI 114°MAK.OM NMI IN LD. NOTE I T vF 1814° OONC. .' ED. WCIODW ANCHOR, CONC 1i% ,: NMI ANq K3R ANCHOR `' �� !tis+:y. 1.8 KSI MEG CMU OR ON ON— WOOD �':' 3,4 KSI DEN.CONC. end ermam ANCHOR, NOME 1 CENTERS. �•�'{a1 kmL EA NTE 1 1 2X WOOD NOiE iX WOE BUCK, �'• 2Xvmwj NdTE 2 NOiE 2 5aMIN.Cmu OR 4WLCONCI BUCK,NOTE 2 1X WOCO BUCK,NOTE 2 QM JM(W=) D JAM(0m) M UM JM13(W=) SIDE yM (CMC) 2} WOOD ANCHOR,NOTE 1 N OTE IANCHOR. t t1 WOW ANCHOR.NOTE 9 CONC.ANCI OX NOTE 1 1X W00D 5 BUCK,NOT@ 2 N0731 34°MAX IWMAK SHIM iamIMMAX .111 f 9 !`•,,M•.p s�N}: � BHBA tWOM 1 +9 ° 1:•��pt3f.ij 1 N 7 i4S �.ii 2XBUCK,NOTE2 1••34KSIMIPI.CONC 3A KI "•6d.,:��'.f 2X WOOD BtK�,NOTE 2 C 1- i 1°304a a=r M"'�"m! 1314° �alel seFloAM -mom(WOW) 0f"(CONC) 1Q1111F 811°L(WOOD) MIN,EA. M ED. � ani 1 1.FOR CRETE 1'ALIATIONS I N MIA COUNTY.USE(XLY COUNTY ELOO 114°TAPCONS IIMSSDOED 13V MIN ORI/4"084 CFM79-RJSXEWEMW13WWL 171E MINIMUM DWANCE FROM CENTER OF APK2OR TO ATE EDGE IS 1314° FORWOOD IMTA1JA79M USE 912 SCREWS OR ELOO Ur S84CRETSRMANCHORS EMBEDDED 13A°MBL 111111 2.WOOD BUCKS DEPICTED AS 1x ARE LESSTHAW I I&THOK. 1XW OOD OUGM ARE OPTKXOIAL r UNIT IS HWTAUAD OF4WMY TO SOLD)C M'WOOD BUCKS DEPIC=A82x ARB 1 I&THICK OR GREATER. INSTALLATION TO THE SUDGMSE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS GRAS APPROVED BY THE . O •'" AU"4ORITY HAVING JURISDICTION APER .� M " 3.F SILL IS TIGHTTO SUBSY GROUT OR OTHER MATERIAL NOT RSWRM IF USED,NON•SHPAK NON-METMX GFiOUTmw Pal kft. HE mm BY OTRS) ��' BgTob • MUST FULLY SUPPORTTHE ENTIRE LENGTH OFTHE SLLTHAT 0 NOT TIGHT TO THE SUBSTRATE,ANDTRANN:ER SHEARLOADTO SUB*TRAW 8=SUBSTRATE IS WOOD,3OM FELT PAPER OR MWW 18 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,ORAS APPROVED BY THE AUTHORITY HAVM AMDICfM e.lerda 8 =Rt1. a� AU&1 f DOOR&ADEUTtf I ACT "". 10 a.E �a:i�r RDro! mm 1f :•41 lima O PLPEA88708 MIAMI—RADE COUNTY MIAM PRODUCT CONTROL SECTION 11805 SW.26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 HOARD AND CODE ADMINISTRATION DIVISION T(786)315--2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) miamie.�,yie�oa�v PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AEU). This NOA shall not be valid ager the expiration daze stated.below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Bade County)reserve the right to have this product or material tceted for quality assurance purposes. If this product or material fails to perform in the acct manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. .••• • ' • 0000.. DESCRIPTION:Series"SH-3000"Aluminum Single Hung Window-L.M.L• •"' • ••• ! 0000 '. APPROVAL DOCUMENT: Drawing No.3�B-7-07,titled"Alum. Single Hum Wyadow.Mp.(LM&0•••• SM)",sheets 1 through 11 of 11,dated 07/12/07 with revision"B"dazed 10/10/11,g=&M by manufacturer,....: signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Drodu;t Cogapl Kenewdl ' stamp with the Notice of Acceptance number and expiration date by the MiarnI9ade County Product.;..' Control Section. •• •• •••• • 0000.. .. •• - 0000 • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ...... • •. LABELING: Each unit shall bear a permanent label with the manufaCfilYBr'8 name d1r logs,. state,0***: model/series, and following statement: "Miami-Dade County Product Control ApdSro ,unless WlprwW**0 0: noted herein. 0000 REVISION 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-bade 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 renews NOA No.11-1013.18 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Peru,P.E. NOA No.12-0726. Expiration Date: December 06, 7 Approval Date: October 18,2012 ��1� 1 Page l PGT Industries NOTICE OF ACCEPTANCE; EVIDENCE SUBNIITTED M A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 07-0905.02) 2. Drawing No. 3000B-7-07, titled "Alum. Single Hung Window, Imp. (LM & SW, sheets 1 through 11 of 11,dated.07/12/07 with revision"B",dated 10/10/11,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 11-1013.18) 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 24113.2.1,TAS 20294 along with marked-up drawings and installation diagram of a series SH-3000 aluminum single hung window, prepared by Fenestration Testing Labor;nry, hqp.,.... Test Report No. ATIFL-72154.01401--18, dated 08/21/0%.9ijoed andwaled by • Joseph A.Reed,P.E. ani .... ...... (Submitted underprevions NOA No. 07-0905.02) • ...... ...... .... ...... C. CALCULATIONS ' 1. Anchor verification calculations and structural analysis, compWg with SBC--20@'i..:• and FBC 2010, dated 11/02/07 and updated on 10/07/11,;sipd and healed bx Anthony Lynn Miller,P. E. ;000:0 (Submiated under previous NOA No. 11-1013.18) ' 2. Glazing complies with ASTM E1300-04 ••' D. QUALITY ASSURANCE 1. Miami'-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. Menne Pe Product Controlr NO No.1 .02 Expiration Date: December 06,2017 Approval Date: October 18,2012 E-1 ' - PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with the FBC-2010, dated 07/25/12, signed and sled by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest and independence, dated 07/25/12, signed and sealed by Anthony Lynn Miller,P.E. . 3. Laboratory compliance letter for Test Report No.ATM,-72154.01-401-18 issued by Architectural Testing,Inc.,dated 08/21/07,signed and sealed by Joseph A.Reed,P.E. (Submitted wider NOA No. 07-0905.02) G. OTHERS 1. Notice of Acceptance No. 11-1013.18, issued to PGT Industries for their Series "SH-3000 Aluminum Single Hung Window - L.M.L", approved on 12/08/11 and expiring on 12/06/12. . .... ...... 09 • ..... ..... 960* Mance Per Product Control E NOA No.1 . Expiration Date: December K 2017 Approval Date: October 18,2012 E-2 GENERAL NOTES:LARGE AND SMALL MISSILE IMPACT SING HUNG WINDOW ® Tab 1.ANG OPTIONS: IMS'LAMINATED GLASS CONSOTING OF($LITES OF 3%8' GLASS TVP1S POS NIS HEAT GLASS WITH AN.fid DUPONT SENTRYGLA8 PLUS WTERI AVER. WIS"HEATSTMMI D LANA Z O4 ATWft"OX"(1f6 OPJMN TOP SASH REMOHASLE. Mm—pnmmtmymLwMWAMCN 3 DELI (86ETi4S B1) ANCHOR TM USM Sim TAOM A f ifADG D LOADSBABOON3AND 4 0.9NO10. AND GLASS TAKES ASTM H 1300-0d. v F4 S.POWW DESIGN LOADS SASED ONWITERAND �1�IAAX.VWb7N STRUCTURAL TEST PRESSUREAND GUM TA ABTME WMDRAWINGMAP 4.AWHORAM THE SS I S16ST SEEN rMAx MAX, SHEET USED IN THE DEEM OF THIS PRODUCT.SEL $ 1 tom.NO'�...«....,..1 THROUGH"FORANCHORAIE OETAH.B ..__�_j DETALS......._..1 S.SHUTTER •NONE &r MAX. 68'MAX ERM PRIM -„.„KI E I &FRAME AND PANEL SEALED VWTHNARROW.� 0UTW24 CTIO�.««...RIL'.�,.-...3 B8941W OR t T. HO $ T.Rte:TEST REPOIR79(ATO 7AMA1401-18 I 18' PARTS LW---4 EM TEXTRON NAA6 04or2 MDETAH-»........_4 �06 APRIUAN&PA 0/FOR VItOQD OONBTRUCITON / 8 ADM ALUMINUADESNGiMANUAL WTHIS PE REQUIREMENTS HAS NTEN & A BUB D M CW LY / ANCHOR QUANTIT'IE8.....&10 SIITNI DIN W THEFRWM CODE, SGRESS 1.. 11 THE HIGH V'EIOCITY 6H1RflICANB (H1M$ 98' 18° a FOR CONORLTE OR CITE BLOCK APKICATXM�IN ASAMWZACG COUNTY,USE C LY 1MIAM34M E COLWry Vt7 APPROYEDGWELCOTAPOONS.WOMIAIDWANCE �/ FRAM ANCHOR TO EDGE W I-W f.ANCHORS 0. SHOULD NOT m mTAt .mwmm S'OFE c"OTNIER FORWOODAPPLICATKINB IN 1 •DADS COUNTY,USE A14 8" t �._._ rPRODUCTRENEWSD WOOD SCRI[ M.SCREWTHRIAOS MUST SE t LETELY , - W"Pta-, Km SUBSTRATE. o f .O VI AX. VO AX mrNal 3HS'HEAT GLASS 0 SGP STRENGTHENED E OWLAS t 3M8•HEAT GI.A88 ® � 18 Wl IAX 18° dWrAdit W NOM. ihro NZ GLASSiH1E NDAN INSILL lidallLmW ?8 A8O11S�Ot1<TIYLLBLi�tT�ONIAX(rrXIM _ SPAC�.1�1t8>ptlCT IMNiIJfiB,, t�u� •• ••• • • • • • •• P �� ({LYNN • • • • • • • • �� ,(, `cGc i� •• • • • • ••• • :00 *L • • • • • • • • DETAILA =*: N(L IA.Added Andw lilwa m nope 1orMlmd Oadaall plot , j�% • (( sd Tabte 1,redrear tE ' '•�' .FtpIOP• ��• R.1fi6a ... . . a�1 . I e•ur� 110609 m—rs 1 +41 8o00Q8-ff a FLPJSASlm �ln�1�OW1'B.B N•WWW AboefoWnwelarbob and b0![om 8Md�QDf�Ib118� , � � B FM p i i NNW PROM=RENSWED 19 ' wax OLMAX , X i a A DO 0 A uue NO=*. .. ..: :.s DETAIL A `,o• ,�Lrrua %,, 1.SEE SHEeT3FOR VERWAAND N ffAL8ECM)NOETAM • • • • ••• • :'�`� 2 SEE SHM4 FORCORNER DEMILV ANDS&L • • • • • • • 6670 &SMSMEEMOT 110FOR •• • • • •• * No A AEdadto�aMBsi�d ao ••. • &IN"ATIOM MOINrOlRi�O�=JA TOW_ s•• • • • ' Mtn ? •tt ,wp a A L 9 P E ••• • • • • ••• • • • • • • • • TYPICAL LOWER TYPICAL UPPER CORNER DETAIL CORNER DETAIL Tom 10 49 11 2 3 8 3 1S 22 18 2T 4 47 10 1 3 11 1 13 18 b 10 R21L----j ;, FLA U OR cias T 4 18 MAX$ASH MO MM&ACTNM 11 SEALANTOR GASW + 10 VIEW D•D � �yVIEW GC 11 28 SECMM&B MAX me*rr $4 t�—� 7 AP{ R Pl ATB,i 17 I FBMA1 E JAM• FEMALE JAMB ` rT 87 �( ` �at vwdwa cm 20 Bases , I I ACTIM 12 29 32L MAXSASHCLO &AOf111E? fV1 I dry 12 A•MTM " . 25 31 L __ - - - - - - - - - - - - - - - - J 4g MM NOTE l) ALT.SECTION B-B g OPTIONAL ANCWR PLATE&PEWLE JAM ( E NOTE • ••• 'T foL�t=LOCATED�r FRom EACH @m oFvENi: ?' i I NNIM 1•X LE8 .TWOAT8W FROM END OF 8Ll.AND AT MIMAN `��`�`P'' '•.•*�� • •• ± iNAY USED 9s741E WNIDONI IS 3M Oft LESS�d WS1TH 24 SECTION A A •••�: & t anTE 10TO BE UBW WHEN SPEaFED BYIM ANCHOR QUANTITY v CHARM Op PANS S•m. .Q aNow nod•mtadiea for .•• . t t u;:J, low .. . . • •4os • • acLV�E I� (`F`PX AW I ••• s • RE Mradr &tlMb 10 S •!! . 7.07 8 FL P.E S SIM —AML-MMK ••• • • • • ••• • • TABLE 2. 35 46 # Dwq# Deswiptbn 43 1 13002A Fame Head(BwjW 2 13M 3 13004 FMnsJM* 4 S 13044 8 4M BowwCow 7 1MIS 131 TM* 10 "Oil 11 IMPH 1 x.2toRs BOTTOM SASH 1810A 13 19008RoD 14 1 T ROH 15 1 18 13012 somem7ne 17 1216 IWRVVsbL2Wx.180 Foam 1224 am VIOL I ismI 1 13M Obnbu Lou WAD 1 Qd 1044 12BX.BX1 ohm 28 13042 sub!)WRON 1 ED assn T somnLaaambe 41 lee.—0 �� 9 ism• Too eudwebe dAm 4, 19018 subTaDeutdanam 1 191144 mowom coo anhadwMauiftficam Al I Sash AM1 sakmab 49 TOM ta Ra Con tL A on 44 1 Rd PxTltBYQPBD 40 1 19028 ewa»a10S2x 21 , T ®° ` 510x914 ph � flits � 1 . Nosomm 34 T N BMWvro A4 1 • • .�y • • ••i • •• • ••• Os . A t�rMW TW92.added 34) • ••• • o G� `" foil � "now • • • �� •••m4wft� •• • • • 8 t l?. Illi VL aar4• a�v6d'tmat ,P B. M NE ••• • arpaeo NTS 4 •1! 87-07 a FL P E 56s90b i i i i•i i • • ••• • • • ••• • • .Oy3 A78 1004 A47 �a•fr ,� teo8a IMS 1+.1318 't� p•,� .080 ( 1 Q76 LF --8260---►4 .__L teo�4 A60 � 01 FRAME F AD O FRAME SILL FRAME JAMB O JANE H STOP 0 COVHEAD ER O BALANCE ib1!ER T 112 i----ate --•., E•-tAer.�l _ OFEMALE JAMB TRACK COYER 13 STOP SASH 1� BOTTTTOM RAIL 18 SASH SIDE RAIL AN AGO 18 BEADING 7116r � A1s tA66 ' -+1 ,.xd2 I.+-'• .� � .'� � � .609 17 BEADINC3 9/,46• •• t�p�► 2$ BOTTOM SA1 O BOTTOM SASH 31 BOTTOM LOCK ��.�` BOTTOM RAIL BOl'TOM RAIL • •• • • • • ••• • i OL • •• • •• • • • PKam °Cra iikiKpa "8mmw fQYMN� AI �,�f�1A�..•�• 8 +!9 1W 8 KP.E.#UM ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ® CONCRETE ANCHOR CONCRETEANC"OR GKWTAPCONSHOWN VWTAPCONBHONYYsii ( NOTE 0.SET 1) 1 SH8'M(N (SC•E NOTE 0.SHEET 1) 19/10'MIN. W00D SCREW YP. E.D.TYP. MBL (8EE N07)L e. CONCRE'E,9000 PSI WW ED.TC0kRE 330 P�MNd rE.D.TYP. QST . a. MK a 19/4" .�•�w .••a. ;y► �. •w,• EM$ED. 13lE' �• • , D•. a M9� 'mow ..a•, a• .r � � � • 114- We114w MAX MA MA SHBA X010 SF�flt1A SAL A DETAIL B D A) i t RsNEWm CONTE CRO�,R' ETE MAMWWRATE OOPHi M ORATE MO CSUBSTRATE 2X WOOD MMOR Dpi i.Y DITO Ym • �e pia �r 1X WOOD BUCK,omNOTE 1 WOOD PRAMM SEE NOTE 1 / TYPICAL.HEAD 49RAGE AGE NOTES: 1.WOOD BU M DEPK:M IN THE SEMOG ON THW PAGE AG UARE BUCKS WHOSE TOTALMODMOISLESSTHANIUr.lx WOODBUCKSARE O"aWL W UP9T CAN BE PWALL9D OWWMYTOSOl CONORE .WOOD BUCKS DEPICTEDAS*ARE/WW2'THIM OR GRE ftm o1•AilATM TO THE SUBSTRATE OF WCOO pAxs TC BE BY aMM ORAS APPROVED BYAVnMR TY HAVNO i 2.FORATTACHMENP Tb �1 87RffTIH OF 8089•TBAI�/t M9i 1�'THICK ]1�ALIAYIIRA 8T)tIX:FURAI SHALL �'� y L BE OPASZff TOPROVIDEA P SU Tq TOTHATSHOWN INTf DETAILS FOR?:=SHIMS MAY{�T SE1�A.THEANCHOR GYN SHALL BE A014 SHEET META&SCREW WPM FULL' a RdtOTHE AL WNW.0a THESE aMmARE MET,Tt� OESIGN ANCHORAGE2`�r SFV=6 AND QUANtPMB� �'r W%J%4i" Rl%dAY3W b• ? )t; {� &AMOMORS ARE NOrAWAWEDATTHEKL o,• p A t OIEIR 8 ' ^wy low AL Fl . lk LOPSUM • • • • R spit 8lP9p9p ATlB 0 •!! 38QaB 7.OT i A LFL PM LE1 SPE ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CO).loco PSI MINOR 1314 MMJ law CONCREM SON PSI MIN. mmm 13W kmftKE — CMU.Iwo PSI MIN OR 1F0"MAXwt 1f4"MAX.sF�Y!••-•� . •••, �• • . 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DN°ie Z n •'s i v MAIL D DETAM EE FftTs • • • •• ATE OR(X>NC WV SLOOK BUSSTRATE i i ••i i��.i� WTIH iXWODD BUCK.SEE NOTE 1.SHEETB y LYNII bg��ii��i ••• •• TT • IflATIbVTANCHORMAN ;�� •'J� k �t� t1p.85T08 A! ano�ato 8%SYapean andrlaoad•earea� %'0�,,' • T• I ,��: 4ffimlaluxpl0D941aMhM9.11161ABdro04s•• • • sZamml ARIAL 00 TOW f i-p 6t!lEI99 Mffi T •ti 7=04W S A FL P.Ed1 NM or • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CABLE 3.NEAR&JAMB OR C,VMM FM DL8M PM9WM8 UP TO+iIW420P$F teesa ~ owe 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 x 2 x x 2 2 2 2 2 Fi 2 1 2 21 2 2 2 2 r2 2 f2i 2 2 2 2 fl 8 S 8 3 8 3 3 8 S a 3 3�8 S 8 S 3 S a 3 3 8 8 8 8 8 4 S 8 S a 8 3 3 3 3 3 3 3 8 s 3 8 8 3 3 3 3 S 3 s 3 3 3 3 2 2 2 2 2 x x 2 2 2 R 2 2 2 2 2 8 8 13'1 8 9 8-iF3 S S 9 4 8 a S 8 8 3 4 4 8E S S 9 8 4 5 3 s 8E 3 3 S 8 S S 3 8 8 8 8 3 3 3 3 a 3 3 3 3 S 3 3 2 2 2 2 . 2 21.x 2 2 2 8 22 a 2]ill 8 8 A 8 a 3 8 a 8 a 4 8 a 9 8 a a —4115 -9 4 8 4 9 4 4 8 $ 4 8 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 44 4 4 4 4 4 4 4 4 2 2 8 4 2 2 2 2 2 .8 2 II -x 2 3 8 8 1 8 8 8 3 3 3 4 5 $113 4 8 4 4 8 8 4 fl4 -31i.6 6 S 4 3 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 4 5 4 4 4 8 4 4 4 6 2 2 2 3 2 2 2 2 2 3,2 4 2 8 2 a S s $ b a 8 8 a a 4 4 8 8 4 3 4 8 5 K? $ 5 3 6 4 b 6 7 —4-F& 4 5 4 4 4 4 4 4 4 5 4 4 4 8 4 4 4 7 4 4 4 7 4 4 4 7Iw x 2 x 8 DM 2 x 2 x x 8 a a a a x S a 4 4 P. 8 4 8 4 8 4 4 7 S 5 a 6 4 6 5 6 4 5 4 b 4 8 8 8 4 8 4 6 4 4 4 4 4 4 4 5 4 4 4 8 4 4 4 4 4 4 4 4 8 x 2 9 2 2 2 2 2 a S 6 2 3 2 a 8 4 4 6 a 4 3 4 3 b 6 7 1�4 btfl? 4 6 5 6 4 'ON 8 4 8 8 8 4 6 4 6 ANCFIORA©E NOTEB: 1.ANCHOR ram M 'f`-" 9-A114WOODSQREtlY,BTEEL &APOR K� iRATE.PfEbiZOlFE9AI.E. ,PTo473 LISBAB 5tharr � �® eaona�tssv� �2.EMG*ELOOTAPCOWSM190JIANOORPLATE P1AT6' 20-bN8'E=TAPOOM&ANOM MATE.M AA2D(F@WM JAM ik nram?) WFOCONCREM 4 edmvs 8-914'ELCOTAPCONB&ANCHOR PLATE,MA X(PEMQALE JAMB,ITEM 7) 4 IN Ff p16 -r. IN JAMB,ABOVB 2.ANCHOR LOCATE ARE BASED ON THE POLLOVANG AT Ptli.t.O3! RAB. 1 HEAD-C MAX FROM TOP W MAMAX TDA TABLE KEY: Ley— 91.2r JAhM-8'IWMAX.PR0MIT*PAWt=OORWM THAT BE 6AIS T WMAKANCHORTIOANCHOR WTALLEDBA IN JAIA BELOW VMAv-AWAASAWMMfM • • • • •• 2 141E HEADER M RAS ��, ` '• "GP��'�� 81LL-ANPtOT i �•i i • • • • 213 � �`��GPJ'�� • �'i it • •• • • • fiOPANCHORB THATkWWOE 0,100 THE TfSf •----5�926-^-� :to O -)zz A tomet e,a�ed•tmngde GUMMES .• • • • . • . . . . • �c 1 ''�� A 642RL�.PJ? • • • • R eft ' ` &t96A9 Nr$ 8 •1f880M�7-0f 9 Ft P EEJEb!&O{ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TMLE 4 HEAD&JAIL ANCHOR QUMITRY FOR DEWAN PR WWM UP 704-108 P81= gas a •: 94 «� 2 a 2 a 2 2 s 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1.i2 2 'if saza1azx2ii2a2a89333333aS33s333S3s38888S8S -3' fi 8 3 8 8 8 3 3 3 8 3 8 8 8 3 S 3 3 8 S S 8 8 3 8 2 2 2 2 i 2 2 a 2 2 2 2 2 2 2 2 9 3 S S 3 8 3 3 S S 8 S S S 3 8 S 8 3 4 3 8 9 S 8 8 9 4 S 8 8 3 3 3 3 S 8 3 3 3 3 9 3 8 8 3 3 is S 3 3 3 3 3 3 3 2 2 2 2 2 2 z 2 2 2 2 3 2 2 2 2 8 3 3 9 3 3 8 8 3 3 S 4 S 8 8 3 3 4 4 8 3 8 8 9 3 4 s 3 8 3 S 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Z 2 Q a a 2 2 2 2 2 2 8 2 2 s a 9 9 3 4 9 3 S S 3 8 S 4 S S 8 8 8 4 4 b 3 4 8 4 8 4 4 ® 9 4 9 4 4 .4 4 4 4 4 4 4 4 4 .4 4 4 4 4 $ 4 4 4 6 4 4 4 8 _ .._ _. _ _ . _...»_ .... _ _ _ _ ...._ _. -Ti _ wtoDltcrxEnmwEo 2 2 2 3 2 2 g 2 2 2 2 3 2 2 a 2 S 8 8 4 3 8 S S 8 8 4 b S 4 S 4 9 4 4 9 3 4 S 4 3 4 S 8 3 4 3 4 as testa 4 4 4 4 4 4 4 4 4 4 4 S 4 4 4 s 4 4 4 8 4 4 4 8 � a a 2 3 2 2 2 2 2 8 2 4 2 3 2 3 3 9 3 b 3 3 8 8 S 4 4 b 3 4 8 4 3 8 8 7 8 8 3 b 4 8 b 7 4 8 4 8 4 4 4 4 4 4 4 b 4 44 b 4 4 4 8 4 4 1 4 1 0 4 4 4 7 $ 2 8 2 2 3 a 8 8 2 2 2 2 2 9 2 4 8 3 bS 8 3 3 3 4 4 8 4 4 3 9 8 b 5 7 8 b 8 8 4 b b b 4 b 4 8 ANCHORAW NOTES: 1.ANOHO MIM es tt eFf 1-b14 WOOD BCREW,STHE9(OS)&ANOHOR PLATH,1tEIN 20(FBAALE JAMB RHAA 7) >kCaee 2-bMb`M TAPCAAI WOJAMBANOQ MTE TAKE KEY. � 2e-lfHb"HLCOTAPOONB 3 ANGH�PLATE,ITHfill20 JlWW,ITHAI T) 3-IW ELOO TMNX*MAANOMOR BATH,MM420"K"JAM9„m34?) HEJ�DOWNWHORS IMTMLWN 2.ANCHOR LOCAT ARE HASM ON THE FOLLOWM TEST AT PULLOP. WTALLEDIN HEAD-4•MAX FROM TOP OOMGM 2 T 3 18'MAX ANCHORTOANCHOR bOP ANCHOliB SOFANC4 t t t i t JAM88 .......... N8 MAX • • •• IPIbTALi H0 A � • • • • • • TFIE TMH L ��`� , @ 8" MAXAB .OW MiQR+W • • • • • � 00 op Of IWAMW •• • • • • • • • • • • pA�t Ad 8 $ 1 �'� S'S10NAL 0 poporOLR e�1 gppp mC� A.L1N�1 ,P.H. • • • • tW NT8 8 +11 3Dbww !► FLP.HaYMM ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE L HEAD A JAMS ANCHOR WANTRVFOR DESA PRESSURE&UP To 4M PSF S e.Tpe� es it {f �' �' C4 if �' of $ Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Q 2 2 Z 2 i .Q a i 2 2 2 2 .a 3 il'3 's S S s S 3 3 S 'a 9 8 8 3 8 3 3 8[1_.J.ilj13j � S8 S 9 31. 8 S 3 S 33 3 3 3 3 3 3 $ 3 3 S 3 8 3 S 3 9 3 3 8 3 3 a 2 2 a 2 2 2 2 2 2 2 2 2 2 2 2 8 8 3 3 3 8 $ 3 8 3 3 flii3 8 3 8 3 S 9 S 8 8 3 8 8 3 3 8 3 8 3 3 3 S 3 3 3 8 3 3 3 8 3 3 3 3 3 3 8 8 3 3 3 3 2 2 2 2 2 Y 2 2 2 2 2 2 2 2 2 2 8 S 3 3 3 8 3 3 3 8 $ S 3 8 8 3 8 8 8 4 8 8 8 S 8 S 8 A 3 8 S 8 4 4 4 4 4 4 4 4 A4 *4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2 22 ;a 2 2 2 2 2 2 2 3 2 2 2 2 3 8� S 3 TS I4 3 8 3 3 8 8 S 4 3 S 3 3 8 3 4 6 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 - 4 4+88*w 4 4 4 4 4 a 2 2 :2 2 2 2 2 2 2 2 3 2 2 2 2 3 3 3 4 S 8 S S S S $ 4 S 8 S S 91.3 4 8 4 3 4 A • 3 4 8 4 4 4 4 4 4 4 4 4 4 4 4 f3s 4 ' 6 4 4 4 6 4 4 4 6 DPW °NO 2Ti 2 2 2 2fii2 2 2 2 3 2 2 a a S 8 S 4 -3113 3 8 8 8 8 8 44 8 S 4 S A S 4 A 6 3F 3 4 4 4 4 4 4 4 4 4 4 4 4 8 4 6 4 4 4 6 4 4 4 6 2 a 2 3 a a 2 2 2 2 2 S 2 2 2 2 9 8 8 4 S 8 3 3 3F4 3 4 8 44 • 8 4 8 4 3 4 6 8 S 4 S 4 ANC 40RAGE NOTES: 1.ANOtfORTYPEB: PRODtLC7 9Bv1SBp ® 1-#14 WOOD SCREW,STEEL PQ&ANCHOR PLAm nVA20(FMpLEMA MIM?) 2-WW ELOOTAPOONS VWOJAAAB ANGOR PIAT@ TABLE IC Y7 A O 2a-6►ts":f TAPO dANCMORPLATE,ITEAA20(FERA(LLE JAAAI$,M17M7) ELCOTAPODAO BANCHORPLAT�,11EM20(P tEJA ,ffEAA7j HEAD #OFANCHORS T►AATAA{{N,AJ��BT�� 2.ANOVALOCAT*WARESASHONTMEFOLLOW TAMEDDMNMMATFULLDP. 2 HEAD-4"MAXFROM-TOP OOMMM 2iS 6AAXANCHORTOANOHOR #OFANCiORB T#OP 411"*5 • • •• THAT MLW TATF W 1 ' XAR /i MNBTALLED MOM Q8IALL� 8"IAAX • • • • • THE TFC `�� SLL-ANCHOF • • ••• • • • • • • • • 68106 . • t�oaaow•+ttt • �,;bl;..otos ?:- �?,. • • • • • • • • • • N�00tlX /fes A Lik�F�fAull+�,P.E. A. • • • �lLs�t 81lbAA9 /M$rM •f C 56OWW B FLPJ:.#N= • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EGA M OFE1OM FOR 9M WINDOM TABLE 6. WINDOW HEIGHT as 70 72 >4 78 78 s 61 as 8d eo 63 24.W 28 2B 30 32 34 ss ao e aa+e�e► EGRESS NOIES: ®RAWA MDMCom, 8 OSIVIVMWlNt IT.AW8.78Q�0MFWToPHEWN o (U BEET oN oRota�o FLWK TO air 4 Como at as wh!jRbdat CCoodd�ss • mgdw�saoe SSmomw S- op :6`. • •• • •• • • • � w ALLIN�/8rA6 .F'hq/11�3MB1t �P. '�SS10NA�;�r wdm aaw t Beeea Om 1-134 ff -11 =WWw 9 A 4FLP P� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .�. Miami Shores Village Building Department OR 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MUQ►MI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I(We)have been retained by C to perform spm inspector services under the Florida Building Code at the 55 N= R!qh 5T. tM m I f on the below Cid strictures as of of o 7f 2t2 15 (date).I air a registered architect or prolessional engineer licensed in the State of Florida PROCESS NUMBERS: SPECIAL INSPECTOR FOR PILING,FBC 1622.1.20(R4404.6.1.20) �Q SPECIAL INSPECTOR FOR TRUSSES>35 LONG OR 6'HIGH 2319.17.2.4.2(R4409A.17.2.4.2) •••• SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(84407.5.4) • • )Q SPECIAL INSPECTOR FOR STEEL CONNECTINS,FBC 2216.2(R4408.5.2) • • •••• •••• • SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1W.3.1(R4404.4.3.1) • "" • 7j SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS.FBC 1927.12(R4405.9.12) e••••• •• • •""' J SPECIAL INSPECTOR FOR ' • •••••• •••••• Note:Only the marked boxes apply. • • ••••• ••••• The following individuals)employed by this firm or me are authorized representatives to perform irVgr i' ••••• 3. 4. • *SpecW Inspectors utilizing authorized representatives shall insure the authorized representative is qualified bpi educapr&-- kensure to perform the duties assigned by the Special Inspector. The qualifications shall include kens has 4 professipn�.. •••• enpmw or arcth1ftti graduation from an engineering education program in civil or structural engineering: 6raduation fr ft,0 architectural education program;successful completion of the NCEES r Fundamental Examination:or registration as building inspector or general contractor. I,(we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. • 1,(are)understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector.AD mandatory inspections, as required by the Florida Building Code,must be performed by the County.The Vie building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory Inspections performed by the Departrnent.Further,upon completion of the work under each Budding Permit I will submit to the Budding Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge,belief and professional judgment those portions of the project outlined above meet the intent of the Fkxida Building Code and are In substanitial accordance with the approved pians. Signed and Sealed EngineedArchltect MOM Address °11�o c�sa�tJ-r n1z. M ltz„�j,��L 3 3025 DATE: ►4 Pham No.t525) '962 -7A-5-;Z Created on 611W WI) FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project New Clzuidla-A I-1 Builder--Nbnw Street 55 N.E.99TH.STREET Permit office: City,State,Z47 MIAMI SHORES,FL,33138- Permit Number: Owner: Ma Claudia Olaso Jurisdiction: 232600 Design Location: FL,Miami 1; New construction or existing Addition 9. Wall Types(1429.8 sgit) insulation Area 2 'Single fatally a muhi e'taiilih+ Slrigle-unity a Crete Block-Int Insui;Exterior R=+4.1 -940.53 ft' b.Concrete Block-Int Insul,ExUrlOr R=5.0 289.24 ft' 3. Number of units,if multiple family 1 a Concrete Block-Int In sul,Adjacent R=4.1 200.08 ft' 4. Number of Bedrooms(Bedrms In Addition) 3(0) d.NIA R= f 5. is this a worst case? No 10.Ceiling Types (1704.0 sgft) Insulation Area a Under Attic(Vested) R=19.0 1704.00 It' 6. Conditioned floor area above grade(ft2) 1704 b.WA R= ft2 Conditioned floor area below grade(ft') 0 c.WA R= 9090 ft' Ducts • OR 7. Windous(201.6 sgft.) Description Area 11.a Sup:Private 1 gable roof,Ret Odvaie�1.gable roo •0. 6 190 090 •• • a 'so Dbl,U=1.50 201.61 f12 •• • ••• •0 SHGC: SHGC=0.40 •••�•• •••• •••••• b. U-FaCtor. NIA ft' 12.Cooling system •••••• kEMAr •Ef lclencY••••i SHGC: a Central Unit •••• 344�.SE ER16.� • • c. U-Factor WA fta •••• •• •• SHGC: 13.Heating systems •• ••i kitulhr i %clen;W•••• d. U-Foto: N/A ft2 a Electric Strip Heat •• •• 20 000P:1.00,0••:• SHGC: •••••• • • Area Weighted Average Owerhag Depth: 1.000 it • • • • *0000 Area Weighted Average SHGC: 0.400 systems -Replacement ey I ••0••• 14.Hct water R acem�t ui • • • 8. Flan Types (1704.0 sgft) InsulationArea a Natural Gas Talkless •• i Cap�l.gallons:•••• bEdi:0.590 . Catservation features a Slat-On-Grade Edge Insulation R=0.0 1704.00 ft' •• b.N/A R= ft2 Nola c.NIA R= ft2 15.Credits Pew Glass(Floor Area: 0.118 Total Proposed Modified Loads: 37.10 PASS Total Standard Reference Loads: 47.53 1 hereby cer ify that the pians and specifications covered by Reviews of the plans and -[uE S-r this calc ukraat are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Floridan Energy Coco. �� 1 y;:=.' .••, PREPARED BY: Before construction is completed DATE: this building will be Inspected for compliance vath Section 553.908 _ I hereby certify that this budding,as designed,is in compliance Florida Statutes. with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 11/21/201412:48 PM ErergyGatp®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Tide: Claudia Addition-1 Bedroorns. 3 Address Type: Street Address Building Type: User Conditioned Area 1704 Lot# owner Me.Claudia Olaso Total Stories: 1 BlooW$ubDt&ion: #of Units: 1 Worst Cam: No PlatBoolc Builder Name: Rotate Angle: 0 Street 55 N.E.99TH.STREET Permit Offioe: Cross Ventilation: County: MWA*Dade Jurisdiction: 232600 Whole House Fan: City,State,Zip: MIAMI SHORES, Family Type: Single-family FL, 33138- N&AdE*bV. Addition Commer t CLIMATE IECC Design Term Int Design Temp Heating Design Dally Term Deslgn Location TMY Ste Zone 97.5% 25% Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTLLAP 1 51 90 70 75 149.5 56 Low BLOCKS •••• rNumber umber Nam Area Volum • • ' ' •• • 0000 • • Block1 1704 16325.4 6••:•• 0000 0000•• 0600• • • 0 SPACES "" ' . 6 •6.0.0 &see • ....• Name Area Volum Kitchen Occupants Bedrooms IMil4®•• lshed •VWed 6 fi�bd 6• •• ••6• 0000•• Private 1 gable root 1307 13070 No 3 3 1 • •6 ygs yes Yet,' 2 Private2 gable addict 397 3255.4 Yes 1 1 • NO :.am '4 r�3•• FLOORS 6 0 0 0 6• .. . ... • # Floor Type Space Perimeter Perimeter R Value Area Joist R Value Tile Wood Carpel 1 Slaty-On-Grade Edge Insulation Pmrate 1 gable roo 175 ft 0 1307 ft' ____ 0.2 0 0.8 2 Slab-On.Grade Edge Insulation Private 2 gable ad 70 ft 0 387 tit' 0.2 0 0.8 ROOF / Rod Gable Root Solar SA Emitt Erntt Deck Pitch �/ # Type Matte Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable orshed Compositionshingles 1820 ft 320 ft' Dark 0.96 No 0.9 No 0 20:6 ATTIC V/ # Type Ventilation Vent Ratio(1 In) Area RBS IRCC 1 Full attic Versed 300 1704 ft' N N 11/211201412:48 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Sol%we Page 2 d 6 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Ureter Attic(Vented) Private 1 gable roo 19 1307 ft' 0.11 Wood F2 Under Attic(Vented) Private 2 gable ad 19 397 fta 0.11 Wood WALLS Adjacent Spate Cavity w4ft Height She&ft-F -U=Solar w 1 N Exterior Concrete Block-Int InsuPrIvate 1 gabl 4.1 11 5 8 2 93.2 fta 0 0.75 0 2 E Exterior Concrete Block-Int InsuPrlvate 1 gabs 4.1 11 4 8 2 926 fl- 0 0.75 0 -3 N Exterior Concrete Block-Int InsuPrlvate 1 gaN 4.1 13 8 8 2 111.6 ft' 0 0.75 0 4 E Exterior Concrete Block-Int InsuPrivate 1 gabl 4.1 32 1 8 2 262.0 Its 0 0.75 0 _.6 S Exterior Concrete Block-Int.InsuPdvate 1.gabl 4.1 14 1 .8 2 115.0 ft' 0 0.76 .0 - 6 W Exterior Concrete Block-Int InsullitMe 1 gaol 4.1 2 0 8 2 16.3 ft' 0 0.75 0 - 7 S Exterior Concrete Black-Int InsuPdvate 1 gabl 4.1 19 0 8 2 155.2 ftp 0 0.75 0 - 8 W Garage Concrete Block-Int InsuPdvate 1 gabl 4.1 13 9 8 2 1123 ft' 00000 0.75 0 _ 9 S Garage Concrete Block-lot ImPrlvate 1 gabl 4.1 10 9 8 2 87.8 ft' . • a.•••'0.75 •••.O• _10 W Exterior Concrete Block-int InsuPrivake 1 gall 4.1 11 7 8 2 94.6 tts 000 • 0 :-010.75 -11. 11 W Exterior Concrete Block-Int InsuPdvate 2 gall 5 16 1 8 2 131.3 IP i" a 0.75 ' 0 ' 12 N ExteriorConcrete Bock-int IneuPrie 2 gaol 5 19 4 8 2 157.9 IP -p• 4 -0.75 • • ••.•.- DOORS ' ...... .... ..... # omt Door Type Space Storms U-Value FrekK Area Ft ••- ' Ft 1n • 1 S insulated Private 1 gab! Wood .25 3 -- 6 :009&* 20r WINDOWS 0 see Orientation shown Is the entered Pr orientation. J well Overhang # Omt ID Frame Parnas NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Double(Clear) Yes 1.5 .09 .39.21[' 1.ft 0.1n 1.ft 2 kn None None 2 N 3 Metal Doone(Clear) Yes 1.5 0.4 12.5 r 1 ft 0 in 1 ft 21n None None 3 E 4 Metal Douce(Clear) Yes 1.5 0.4 125 112 1 ft 0 In 1 ft 2 In None None 4 E 4 Metal Double(Clear) Yes 1.5 0.4 9.5 fF 1 ft 0 in 1 it 2 In None None 5 E 4 Metal Double(Clear) Yes 1.5 0.4 125 ft2 1 ft 0 In 1 ft 2 to Nos Nos 6 S 5 Metal Doge(Clear) Yes 1.5 0.4 18.8 1112 1 ft 0 in 1 ft 2 in None None 7 S 7 Metal Double(Clear) Yes 1.5 0.4 426 IF 1 ft 0 in 1 ft 2 In None None 8 W 10 Metal Double(CIS) Yes 1.5 0.4 10.0 f12 1 ft 0 in 1 ft 2 In None None 9 W 11 Metal Double(Clear) Yes 1.5 0.4 6.0 ft' 1 ft 0 In 1 ft 2 In None None 10 N 12 Metal Double(CIS) Yes 1.5 0.4 6.0 fie 1 ft 0 in 1 ft 21n Now None 11 N 12 Metal Double(Clear) Yes 1.5 0.4 20.0 ft- 1 ft 0 in 1 ft 2 in None None 12 N 12 Mem Double(Clear) Yes 1.5 .0.4 120 fP 1 ft 0.I In 1 R 2 In None Now 1112120141248 PM En&gyGmp0 USA-FlaRes2010 Section 405.4.1 Conplia nt Software Page 3 d 6 GARAGE # Flaw Area CeffiN Area E>¢tosed Wall Perimeter Avg.Wall Height Exposed Wall tnsulation 1 213.9375 ft' 213.9375 ft' 64 ft 8.66 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 WhOWXX se Best Guess .0007 3128.7 171.76 323.03 .463 11.4989 HEATING SYSTEM # System Type Subtype Etflclemcy Capacity Black Ducts 1 Electric Strip Heat None COP:1 24 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Duds 1 Central Unit None SEER:16 34.6 kBtu/hr 1038 cfm 0.75 .""t. sys#1 • 0000 0000•• HOT WATER SYSTEM 0 00.000 000• .00006 # System Type SubType Location EF Cap Use Se#Pnt•••••• Coot :..**0 1 Natural Gas Tanidess Garage 0.59 1 gal 70!l 120 deg••••0000•• 0 omef p ••.•• • SOLAR HOT WATER SYSTEM 0000 0000 0000.. FSEC Cid 'w: Storage • Cert # Company Name System Model# Collector Model# % ' Vol mw.i• FEF••••u Note Note ' ' : • .•• . e DUCTS —Supply— —Re tum— Air CFM 25 CFM25 HVAC# # Localkm R-Value Area Location Area Lege Type Handler TOT OUT ON RLF Heat Cool 1 Ptfirate 1 gabs 6 190 ft' Private 1 gad 25 ft' Default Leakage Private 1 as (Default)c(Delauft)c 1 1 1121201412:48 PM EneagyGatge®USA-FlaRe x2010 Section 405.4.1 Compliant Softwwe Page 4 of 6 TEMPERATURES ProgramableHJain Thermostat HFeb Y (1 [ ] CJim eiling Fars: [X] [X] [X] [X] _ Nov Dec �r 9 J Feb til� Lel t 1 Feb mar Jun L J Jul l 1 L J W Oct Nov Oct W NDeo Thermoses Scheduler HERS 2006 Reference Haas 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 Coling(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 Heatlrg(WD) PPM 68 68 66 68 68 66 es 668 6688 6688 668 668 68 8 68 666 6666 Heaft(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 0000 • of ••0• 0600•6 00 • ••00 • •••••• 0000 •00900 • 90.60• • 0• • - 000•• 0000 • • • • • • •••••• •99• 0 0000• • 00.60• ••6• 00.00 •• •• 0 00 • 60.00••• • •0.90• • • • • • 90000• 0000•• • 0 • 11121@0141248 PM EnergyGauge®USA-FlsRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 -flodda-Code-Comptiartce-Cbeckfmt • -Florida-Department of Business and Professional-Regulations Residential Whole Building Performance Method ADDRESS: 55 N.E. 99TH.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 c`m/sq.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 septrat14-pating••• • 000 ;• controls and doling system. Where-force air fumaceis primary system, :060 programmable thermostat is required-Heat.pumps wi&SagorementV electric heat must prevent supplemental heat when cofipter can ' :.• •: meet the load. . "'• :0004 • Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavitieswftiaform the. . 00 .' primary air containment passageways for air distributionei/wms steal;- • ;• W considered ducts or plenum chambers, shall be contim fed and e • ;ealVtt.in-pyc9rdanm with Section 503.2.7 Qf this :... . ••• •• 403.3.3 Building framing cavities shall not be used as supply duCtlg. .' : : • Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or dearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to R--2+smessi-ble.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, cxawlspaces, 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 effidency=78%(82%after 4116113). 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 doling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 1 405.2.1 R-19 space permitting. 11t21t2D141248 PM Ewe®USA-FlaRe82010 Section 405.4.1 Compliant S9fM= Page of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 78 The lower the EnergyPerforrnance Index,the more efficient the home. 55 N.E. 99TH.STREET, MIAMI SHORES, FL, 33138- 1. 313&1. New construction or existing Addition 9. Wan Types Insulation Area _ 2.Single family or multiple flamdy Single-family a•Concrete Block-Int Insul,Exterior R=4.1 940.53 IF b.Concrete block-Int Insul,Exterior R=5.0 289.24 ft' 3. Number of unks,it multiple family 1 c.Concrete Block-Int Insul,Adjacent R=4.1 200.08 fr' 4. NumberofBedrooms 3(0) d.WA R= ft' 5. Is the a worst case? No 10.Ceding Types Insulation Are a.UnderAttic(Vented) R=19.0 1704.00 ft 6. Conditioned floorarea(fN) 1704 b.WA R= ft' 7. Windows" Description Area c.WA R= ft' 11.Duds ***OR ft' a. U-Factor: Dbl,U=1.50 201.611t2 a.Sup:Private 1 gable roof,Ret:Private%gable roof.••• 1900000:0 SHGC: SHGC=0.40 • • • b. U-Factor: WA 1t2 •• • 000 •• • • 0000•• 0000 000000 SHGC: 12.Coding systems • kBhdhr Efficloncy 0 0 c. 1.1-Factor WA ft' a.Central Unit •••••• 34.6 S[kR:1$.00:00-0: SHGC: 0000•• •00000 d. U-Factor: WA 112 ••••• 13.Heating systems ••••••fir &Ilolency ••i••• Arm WG ghtedAverage Overhang Depth: 1.000 ft. a.Electric Strip Heat �'••• 4Q:G OP:1.00 0000:0 Area Weighted Average SHGC: 0.400 • 0000•• 8. Floor Types Insulation Area 14.Hot water systems -Replacemert6quipmOnt '•••i• :•••• a.Slab-On-Grade Edge insulation R=0.0 1704.00 fN a.Natural Gas : ••• �ap:1 geports •••••• b.WA R= f12 •• • •• 6 f:0.59 • • c.WA R= ft2 b.Conservationfeatures •• • None 15.credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Budding 1-i gr Construction through the above energy saving features which will be metalled(or exceeded) 0, a�Fo 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: *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 Elating. Contact the EnergyGauge Hotline at(321) 838-1492 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 requited by Section 303.1.3 of the Florida Building Code,Energy Conservation, if not DEFAULT. EneMyGauge®USA-RaRes1A10SeWm405.4.1 CompllaMSoftwere Residential System Sizing Calculation Summary Ms. Claudia Olaso Project Title: 55 N.E. 99TH.STREET Claudia Addition-1 MIAMI SHORES, FL 33138- 11/21/2014 Location for weather data: Miami, FL -Defaults- Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humid data: Interior RH 50% Outdoor met bulb 78F Humidity diffe r. Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 92 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 17 F Total headna load calculation 21745 Btuh Total c"Ina load calculation 30435 Stuh Submitted heating capacity %of calc l3tuh Submitted doling capacity %of calc Btuh Total(Electric Strip Heat) 110.4 24000 Sensible(SHR=0.75) 110.8 25950 Latent 123.2 8650 Total 113.7 34600 WINTER CALCULATIONS . . .... ...... Winter Hestina Load for 1704 s '.. : ..•• '. Load component Load .... •• • ••••" Window total 202 sqft 600 fth `.••' T :....: - Wali total 1208 sgft 3520 13tuh ••• ' ' •...•. ..... Door total 20 sgft 100 Btuh ••••• • . • Ceiling total 1704 sgft 1671 Btuh � - :"� ""' .•.... Floor total See detail report 5782 Btuh "�'` ..•. 000000 • Infiltration 210 din 4623 Btuh 0 00••:. Dud loss 0 Btuh •3 0000 Subtotal 21745 Btuh �°°` ' •' '. ... •••': Ventilation 0 drn 0 Btuh vow,a. •..' : TOTAL HEAT LOSS 21745 Btuh SUMMER CALCULATIONS Summer Coolin Load for 1704 sqft Load component Load Window total 202 sgft 8421 Btuh Wall total 1208 sqft 2992 Btuh Door total 20 sgft 58 Btuh Ceiling total 1704 sgft 4678 Btuh '-o'° 3%) Floor total 0 Stuh b" ""`%, Infiltration 158 cfm 2948 Btuhi°° ' Internal gain 4320 Stuh Duct gain 0 Btuh f Sens.Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 23417 Btuh Latent gain(ducts) 0 Btuh c ,5%) Latent gain(infiltration) 6218 Btuh Latent gain(ventilation) 0 Btuh ,,, ,G%, Latent gain(intemaVoccupantstofher) 800 Btuh Total Ment gain 7018 Btuh TOTAL HEAT GAIN 1 30435 Bbfi ErwgyGm4;e0 System Sam &h Edition PREPARED BY: ' DATE Ewe®/USRFZB K3.1 : System SizingCalculations Residential Load - Whole House Component Details Ms. Claudia Olaso Project Title: 55 N.E. 99TH.STREET Claudia Addition-1 MIAMI SHORES, FL 33138- 11/21/2014 Reference City: Miami, FL Temperature Difference: 17.OF(MJ8 99%) Humidity difference:5%r. 'd?, r Type• Overhang Window Area(sgit) HTM Load Window Panes SHGC U InSh IS Omt Len Hot Grose Shaded Unshaded Shaded Unshaded 1 2 NERC 0.40,1.50 No No N 1.0ft. 1.2ft. 39.2 0.0 39.2 34 34 1341 Blah 2 2 NERC 0.40,1.50 No No N 1.0ft. 1.2ft. 125 0.0 125 34 34 427 Btuh 3 2 NFRC 0.40,1.50 No No E 1.0ft. 1.2ft. 125 0.0 125 34 65 806 Btuh 4 2 NFRC 0.40,1.50 No No E 1.01t 1.2ft. 9.5 0.0 9.5 34 65 613 QWh 5 2 NFRC 0.40,1.50 No No E 1.01. 1.2ft. 125 0.0 125 34 65 ON h 6 2 NFRC 0.40,1.50 No No S 1.0ft. 1.21. 18.8 18.8 0.0 34 36 64t'f3tuh • • 7 2 NFRC 0.40,1.50 No No S 1.0% 1.2ft. 426 426 0.0 34 38000 • 1457b OM • 8 2 NFRC 0.40,1.50 No No W 1.01. 1.21. 10.0 0.0 10.0 34 65 . .. G4&- tuh 0000 •• 9 2 NERC 0.40,1.50 No No W 1.01. 1.21. 6.0 0.0 6.0 34 65 387 Jtuh • • 10 2 NERC 0.40,1.50 No No N 1.0ft. 1.2ft. 6.0 0.0 6.0 34 38004 0 205 EVuh :0000: 11 2 NERC 0.40,1.50 No No N 1.01. 1.21 34•• •. 6hlh . 20.0 0.0 20.0 34 .. .. ` 12 2 NFRC 0.40,1.50 No No N 1.01. 1.2ft. 120 0.0 120 34 34•• • 410 Btuh • • Window Total I I 202 ••• •• 842120 00000 Wails Type U Value R Value Area(sgft) HTM O L 0 Poo0 . CawfSheath • • ....•• 1 Concrete BIKHoAow-Ext 0.15 4.1!0.0 54.0 25• ' 12-4006 � . 2 Concrete Bfk,Hdiow-F)d 0.15 4.1!0.0 926 25• • 235 Btuh •000•• 3 Concrete BIKHoUow-F)d 0.15 4.1!0.0 99.1 150*.* : ? "a 4 Concrete B1KHdow-F)d 0.15 4.1/0.0 227.5 25 ef-1•Blob 5 Concrete BIKHollow-Ext 0.15 4.1!0.0 96.3 25 244 Btuh 6 Concrete BIKHdlow-Ext 0.15 4.1/0.0 16.3 25 41 Btuh 7 Concrete BIKHollow-E)d 0.15 4.1/0.0 925 25 235 Btuh 8 Concrete BKHobow-Adi 0.15 4.1/0.0 1123 25 285 Btuh 9 Concrete BIKHdk w-Adj 0.15 4.1/0.0 87.8 25 223 Btuh 10 Concrete BIk,Ho9ow-Ext 0.15 4.110.0 84.6 25 215 Stuh 11 Concrete BIk,Hdt w-Ext 0.13 5.0!0.0 125.3 22 280 Btuh 12 Concrete Bfk,HoAow-Ext 0.13 5.0/0.0 119.9 22 268 Btuh Wall Total 1208 2992 Btuh Doors Type Area(sgft) HTM Load 1 insuleted-Exterior 20.0 29 58 Btuh Door Total 20 58 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sgft) HTM Load 1 Vented Attic/DarkShingie 0.049 19.0!0.0 1307.0 275 3588 Btuh 2 Vented A%dDwk.SNngie 0.049 19.0!0.0 397.0 275 1090 Btuh Coiling Total 1704 4678 Btuh Floors Type R Value Size HTM Load 1 Slab On Grade 0.0 1307(ft-perimeter) 0.0 0 Btuh 2 Slab On Grade 0.0 397(ft-po imeter) 0.0 0 Btuh Floor Total 1704.0 0 Btuh_ Envelope Subtotal: 16148 Btuh • EnergyGauge®/USRFZB v3.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Ms. Claudia Olaso Project Title: Climate:FL MIAMI_INTL AP 55 N.E. 99TH.STREET Claudia Addition-1 MIAMI SHORES, FL 33138- 11/21/2014 Inflitratlon Type Average ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.58 16325 1 157.7 2948 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 3400 4320 Btuh Sensible Envelope Load: 23417 Btuh Duct load A esWed,Su R6.0-Candi),RSWM(R6.0-Condi) (DGM of 0.000 0 Btuh Sensible Load All Zones 234Xrbtmh .... ...... ...... ...... . . EnejCm g USRFZB K3.1 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Ms. Claudia Olaso Project Title: Climate:FL MIAMI INTL AP 55 N.E. 99TH.STREET Claudia Addition-1 MIAMI SHORES, FL 33138- 11/21/2014 Sensible Envelope Load All Zones 23417 Btuh Sensible Dud Load 0 Btuh Total Sensible Zone Loads 23417 Btuh Sensible ventilation Do eStuh Blower ; . . •b.xtl ••• • .0 . • Whole House Total sensible gain 0000 2344V*Btuh Totals for Cooling Latent infiltration gain(for 58 gr. humidity difference) �••• 6218 4tuh • 00.000 0000. •• • Latent ventilation gain 0000. fl•Btuh 0000. Latent dud gain •.• .` 00 a Btuh •••••• Latent occupant gain(4.0 pule 200 Btuh per perso?1• •: 800 %uh • :0000. Latent other gain •• b Btuh Latent total gain •• 701IL Adh • TOTAL GAIN I 30436 Btuh 1. Central Unit 7 None#None 34600 Btuh fey.Windowtypes(Panes-Number and type of panes of gam) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-window UT-actor) (Irt6h-i : (Np).. 0), D)or R9W Sf R)) - For Blinds:Assume medium colts half closed For Draperies:Assume medium weave half closed s, For Roller shades:Assume translucent half closed > (IS-Irk screen:none(N),Full(F)or HaR%)) (Omt-compass orierrtefw) Version 8 EnergyGm ga®/USRFZB v3.1 Page 3 System Sizing Calculations - Winter Residential Load - Whole House Component Details Ms. Claudia Olaso Project Title: 55 N.E. 99TH.STREET Claudia Addition-1 MIAMI SHORES, FL 33138- Building Type: User 11!21/2014 Reference City: Miami, FL (Defaults) Winter Temperature Difference:20.0 F(MJ8 99%) ` � Window Panes/Type Frame U Orientation Area X HTM= Load 1 2, NFRC 0.40 Metal 1.50 N 39.2 30.0 1177 Btuh 2 2, NFRC 0.40 Metal 1.50 N 12.5 30.0 375 Btuh 3 2, NFRC 0.40 Metal 1.50 E 12.5 30.0 375 Btuh 4 2, NFRC 0.40 Metal 1.50 E 9.5 30.0 285 Btuh 5 2, NFRC 0.40 Metal 1.50 E 12.5 30.0 370fidA 6 2, NFRC 0.40 Metal 1.50 S 18.8 30.0 ; 5621441h ? 0`0,00 7 2, NFRC 0.40 Metal 1.50 S 42.6 30.0 " ' 1278 ....:. 8 2, NFRC 0.40 Metal 1.50 W 10.0 30.0 00 0:`0 30013NO 9 2, NFRC 0.40 Metal 1.50 W 6.0 30.0 `�"`• 180•Btutj `000`0 10 2, NFRC 0.40 Metal 1.50 N 6.0 30.0 •*000 6000• 180�tIJt1' 60.010 11 2, NFRC 0.40 Metal 1.50 N 20.0 30.0 •0.000 600 00.00 12 2, NFRC 0.40 Metal 1.50 N 12.0 30.0 00•..0 360.Bwh 0.0060 Window Total 201. 0 0604 Btuh •. Walls Type Ornt. Ueff. R-Value Area X HTM= 6 Loaf,,,,, 00•000 (Cav/Sh) • • • :6.6.: 1 Cone Blk,Hollow -Ext (0.149) 4.1/0.0 54 2.98 `000 161 Vtua : ` 2 Cone Blk,Hollow -Ext (0.148) 4.1/0.0 93 2.98 276 Bidh • 3 Cone 131k,Hollow -Ext (0.149) 4.1/0.0 99 2.98 296 Btuh 4 Cone Blk,Hollow -Ext (0.149) 4.1/0.0 228 2.98 679 Btuh 5 Cone BIk,Hollow -Ext (0.149) 4.1/0.0 96 2.98 287 Btuh 6 Cone Blk,Hollow -Ext (0.149) 4.1/0.0 16 2.98 49 Btuh 7 Cone Blk,Hollow -Ext (0.149) 4.1/0.0 93 2.98 276 Btuh 8 Cone Blk,Hollow -Adj (0.149) 4.1/0.0 112 2.98 335 Btuh 9 Cone Blk,Hollow -Adj (0.149) 4.1/0.0 88 2.98 262 Btuh 10 Cone Blk,Hollow -Ext (0.149) 4.1/0.0 85 2.98 252 Btuh 11 Cone Blk,Hollow -Ext (0.132) 5.0/0.0 125 2.63 330 Btuh 12 Cone Blk,Hollow -Ext (0.132) 5.0/0.0 120 2.63 315 Btuh Wall Total 1 3520 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated-Exterior, w (0.250) 20 5.0 100 Btuh Door Total 2 1008tuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented AtticJD/Shing (0.049) 19.0/0.0 1307 1.0 1281 Btuh 2 Vented AttIdD/Shing (0.049) 19.0/0.0 397 1.0 389 Btuh Cellina Total 17 167113tuh Floors Type Ueff. R Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 175.0 ft(perim.)23.6 4130 Btuh 2 Slab On Grade (1.180) 0.0 70.0 ft(perim.) 23.6 1652 Btuh Floor Total 1704 saft 5782 Btuh Envelope Subtotal: 17120 Btuh • EnergyGauge®/U8RFZB x/3.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Ms. Claudia Olaso Project Title: 55 N.E. 99TH.STREET Claudia Addition-1 MIAMI SHORES, FL 33138- Building Type: User 11/21/2014 ' Infiltration Type Wholehouse ACH Volume(cuR) Wall Ratio CFM= Natural 0.77 16325 1.00 210.3 4625 Stuh Duct load Average sealed, R6.0, Supply(Con), Return(Con) (DLM of 0.000) 0 Btuh All Zones Sensible Subtotal All Zones 21745 Btuh 6000 • 6660.. • • 6060 j0.�eF.c• ♦s0s ' 0000•0 ar.0 06000•• •00• • • • • • 0000•• •0000 • • Subtotal Sensible Heat Loss :::::i1745.8" •000.0 Totals for Heating Ventilation Sensible Heat Loss 000000 0 Btu% •0 Total Heat Loss i • 21745 • 0 00 0 0 0 • • :9000: . ••• • 00 0 1. Electric Strip Heat 24000 Btuh Key:WindantAm- NFRC(Requires U-Favor and Shading codfident(SHGC)of glass as numerioal Values) or-Glass as'Ciea'or TwX(Uses U-Factor and SHGC defaults) n3 U-(W; U-F ) HTM-(M=W Heat Transfer Multiplier) version 8 • EnergyGau /USRFZB N3.1 Page 2 STATE OF FLORIDA PERMIT NO. DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: SYSTEM RECEIPT #: APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: [ ] New System [p(7 Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ \] Abandonment [ ] Temporary [ J APPLICANT: CIA L; N l A O 1 X S O' AGENT: ) 14 wA Na Poo l A o&&amw TELE PHONE: A19-5 L-LjQ99 MAILING ADDRESS: R2,9/-7 N TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3) (m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT:Man BLOCK: SUBDIVISION: PLATTED: PROPERTY ID #: 11-3066 -01 S-f 29p- ZONING: I/M OR EQUIVALENT: [ Y /®J PROPERTY SIZE: =I-q-- ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC ['N<=2000GPD [ ]j>2)/000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y /0 ] DISTANCE TO SEWER: NJ �FT PROPERTY ADDRESS: �-:S U E Q9 ST 8 ( AAk-( (S h,L7 0 e S FIA DIRECTIONS TO PROPERTY: 82(? iU�rLTt� �l`� f ! Sexj(4 TOM0 0 !?��S77 1-0 M-8 k A 9A uA Ue T'a tV �, �i q S T (�'A-ST 7'� .�"/� 64 0(311 e sE •••• BUILDING INFORMATION [ AA� RESIDENTIAL [ ] COMMERCIAL • • �••••� ••••" • • 0 :000 • • Unit Type of No. of Building Commercial/Insti tutioaste Sys LVWIDesign•••"' No Establishment Bedrooms Area Sqft Table 1, Chapter 641•6s•fAC • ;�•��; 2 • •• •• •••• •••••• •••••• • • • • •••••• ffiak2U!kPW CIL ...... 4 00 0 •••••• •• • [ ] Floor/Equipment Drains [ ] Other (Specify) SIGNATURE: DATE: AQ+.2 7-1 q DH 401 08/09 (Obsoletes previous editions which may not be used) Inco orated 64E-6.001, FAC Page 1 of 4 fAt`i. l. , l 'T I l! j f t ,ti to:J' 411 "AA Reis mtpvup�a 0�wi r��Crr� � . ��rr�r;rf�r,r�ar � _ � N'S Nei OQU MASON! IN ��f ;r,C7'L9�r��,�� _ r ASK RUN R, INOMOW, V us summasu.n I v: i MINI 041 ins WIN ER USIA] Of mon V5-grf;HCHIT ammas; Malr r wAsummommUms; 'I'm Mma! in, in,''M so rrrrr10rr� arrr� rrrrrs� rr, s�r�rr��V■rrr,r�.� ��r�r r�r r��r rr�r �r�r,. r;r■rte ;rrr �rrrrrrfrrrU,rrrrr. r-rr U I r � ow mums's MEMO NO I Wo: FPO, rrrrrr■■rrrrrrrrrr r ,� !O r■ MmNLaW;LJiLL2M:MM IMINN,I MEN 0 MORE MMMEURMMMMM ffm a i MEN■MUHHW SIMMONS■RE .0 1 N i � i0 USE i I ' is is 010- 01 ME W, Al -A d . ....... ....... ....... ....... ...... i-.. C: .r+y :^": r .'.`•: ;�... rte_ - !`'; .•'": 1^'1;. ® ,+""1 r - STAW OF FLORIDA purArm OF ZRALTs OUSITS sxwam DISPOSAL. SY92811 SITE E11Zd1ASION AND SYS2M SPECIFICATIONS APPLICAMTt OAUNA_ ()/Aso a0mas Ram 04hQ E_VuI�t96ff A4 S BLOCKt SUBDIVISIONS Lar:�� ,!Ak( �,l0l1 S` ^®I actLeu/mp '8/ "/pa"°•1 No. or San IO Number] To sa cOPP.%m n BY am , . %M= �L0T1CSv,OR.o'1 M—91Lx!'Z8n PSRSOM* 810211810R$S SOSrr PROVM.RWIST�'IOR NUMBS& A SIM AND -SUL BliICB liAOIB; :0!' s�aSpa►L. CXMUPZJM ALL IMI MS. pRopEtm-Sin-CONFORMS.TO SIM PoNs ( I YES [ ) NO MR USAX&S AREA AVAI AWAB: ACR= SOTAL.ESTI# -SEWAGE FL0WI V00 Q Z.?MS p1M ally (-=sz 1 / OT8SZ-TABES 21 AUTNORXZ11D SaWAAB FLOWS OA'aMS PaR DAY . [j500 APDJACM OR 2500 APD A=1 1g088MtVCTSD ARBA AVAILABLEt 7�:m ARM VAQUIMS SSI abmm=/Rupmmcx rolaT LocarroR: 123 BLSVATIOD O>* PROI?�O$8D SYSTB3m.SITS IS . . /rT1 [ m MERINON SB=cx mxcn CAN » max ram 20a PROPOSm are= TO Was r,OLLOWim i t soma; t UMSrT . DITC / r�r :: ul a [ I res �,a no wsujt PUBLICS _V FT LncmmD tms rr PRIVUSS FP mov- s rr HQZLDIRi FODIDA 0NS s Fr Pwp8RTY Lim s � FT PCzma WATSR I.==: � FT • SITS SUBJECT TO FRS FLOODING2 [ [( NO 10 TSAR FLOODING? YES 10 YEAR FLOOD ELEVATION FOR SITSs FFI! umjNGVD SISa at.EVASID[: ry Nei-1 ion SOIL PaoFILs INFORMATION SITE 1 Pcov qcb= SITS 2 0 ` �P�17 .Y .�N . Depth t &nom ni, oop to to - rit, • C G/ to to .... to•..�..�._ �_ _ to� ...... to USDA SOIL SERIES: Una BOIL SZRXB83 • • • • Ous"ED VATSR TABLE: �„�R XNCMS [AVOW / sTll�a E INAgeD tmSBASON TABLE Bir sVa�e=oNS MI OVE / wwK EBC=ST m aRADS• law WATER TABLE VEGETATIOUS [ ] YES hd No t [ ] YES p] NO ZSCHES SOIL v==URE/IMDING RATS FOR SYSTEM SI82SGS _� D of EZCAVASION2 ZNCaSS DRAZNF=Bsr.D tlpNF&GURAXXONt [ ] �aNcs [K) BED [ "Omm (SPBDIFY) R1slAR88/ADDISIOUAL CRI28RIAS ` 1c9 2 7� y WXa= Or FLO83MR PUFAUT # • aEeaof MUM AIM aBea=a R A•Mii\/.1 tz LOT: ,L12= BLOCK= ._,� ==Zv= JC.L �. k�Q�.s %-r+( M_ ` e 1290 OR Milli 1112 CS1, B�D pMw. 8xw im nazi ALL S=WT D DocbMM. coiges S Ma 1l8HLIt;AM ITBEE. TAM T It'.UTICIT BRLM OR M RUSAMS I= M lam canon 8B ennuno. I�ZBTtrilGi 37W� sra►oasa►T=o� GALTAM Monc now= MM LEcaM=A5d Sx LA Jam_ ca CA -;= / �n I 1 ®rarer sssrsc �JWD Am Imams lfflua= NAFMM=ly / lit I ] SWU00M QMM I MRS 11 Mil Imam= aeraL= z maeo ow J:C!! 4 es u vaLa®s sinmcrat® as t DIUMMIM am: J or n M I I MAW. oatm► a t soarsos Cif DBYICX / F aays au T- 2 ru-.Ltms. tacsemmam. MD c Aft 1)&04E . M t lR iSQMRX MW MnMW =&=FMD .moo. of t/ anams _ .11 ...a0 ansa lung ovalm 'XD* oar TMOIaaNa E ] asmzaam: a TYPE of B amb [ ] RZNMXM t 1 lMUM I 1 "MM I ] emsaa�ro�r: t ] s t 1 BED 11 RMDBR [ ] a-Box I ] M7►V= WOM BLSYa'1'xCIT of www o8 D +a x!T ffimT= To mRBTIJ�ref ouDS � [ MM /(19;0 KEW= MXL= 111m WMAM ImloB11i1TICiT '..' .... • t t-J A- 1 S7[IMMU Am DR= TYBE or IMAM � * .r�, I•I� . { 2� 1 f�D :� F[Ai/ BltsED olT ` 1 [ �• �4E-6,: '• ..' :....e •.... ssTE E 1 [ 1 NO= e ] P=Oarc E.. .g .... ..:..' c ovilox tow= I ] asoma PROPUPSYt 1 --:. ••••�• NLTM OF t ZMR&=C OVXVAMt ] MOXW t 1 B 1'�EIiCE 11 6 SliSTXK We= ....:. aa=raoBa= E 1 J aw"M Tsetia [. I •0.0.0 • .. 0000 • au=Lv�es [ ] sBE oxamnoI ] sates [ I a �a/ae F ] Erb 8wt: t 1PZMNMN �►®rvs E ] 88�1r8/a�riT=oESL aetTmess l02`7- ! NVELL FORM nox# c . Chapta 64F,6 004(3Xa)F.A.C.: A plum or p3at of rim lot or total sate OVMmAAP drawn fm sade,sig bow wlih dhmmsiam loc again of any cxmtwg osr p mposed reshimm or bW3ffm gs,swho ming pools,recorded &cmj-sitewwagpftsknmtand&qxmd s aa4campamenis and dar loca im an to Pc+opeaty,the slope of the p+o aW and say emstmug or pmoposed wak p and moble water hese, mg d faatcuas„fataa�r,nnoba`tiviced aoreas,amsd sur�oewat bodies. The Vie. plan Shan-fie&e,kca ion of wells,ante sewage ftabnew and disposal WANN4 s lU&CC warms _ sada&ap orfuses on ara4acmtp mp ty. Ifthefomes aro within► 75 feet of fleas appHcW lar,flee estimated*the ft i I p mnst also be&own bot need not be drawn to -scale The loc adan of my pubft waW well,as&&W in(bpft 64&-6.002(44Xb) 200 feet oftbe apph z kt shall also be Aow%with the fflamm mod fxomas flee sydn to the w mX and the kmxdm of&oikd we public water sy:dm or O&W public wellsi as&ffned is 64F&o02(440),witiriEs loo feet oftbme appficw lot mm t also be slsown,or as defined in Chludw 64&6.002(44Xal F.A.C.,within 75 fast from a pdvate potable water well(wall used only by one or lwro raddences). OAffiw 24-12(18)6 M mW)ade Comely Code: The miukr mn sepe mdm between a wd1 or wells amt POM* le sources of cohostdmUbea fundi m ofthe drawdown ndim ofhdkeme of the well or wells. In no case sMU the be locarled Icss rim one (100)hodKoWl fixtfiom any somm of on. I have readdo above and to the best 4my bxmledp I ire provided the neparMUMwlthhL• bformation r p £a and f as alt es-:� dj, WM I •••••• M •and��.�`�o�q�g�� ' mfr Lined oh*Wbadss o�'Md • t �y .+ sad�T_'� i'�-_ 000000 0000 0000:. I ties and fcsstz a as provided by me and found to be inch wM be snbJer 1 m 0••••; aoeoidaau m with the ps+ovisia®s of Mow 120 blmida Stadubm • 0000 GOVO . 0000 plol3cdy A,4 1 132 • 0000.. • • • 0 0000.. nate: /�-`�7��- sib •• ;0000. SOM&Ems.M.S..P.E.WF-Dh6bn OkOdOr L%md-Oade L IlmWNtD%=d m t EmArgraaed d Herat ad!Er4Pmmft I=Nw.lw 1'd.(3�6j 623,9Spp•E:A�C<�I 2•i'�(3063$2338'18 E3mait samk e��S.es - • YdH�x