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REV-17-3004Structural Solutions Date: December 6, 2017 To: Permitting and Inspection Center Re: Sanique Olkuch Residence ADDRESS: 9120 NE 10TH AVE MIAMI SHORES FL 33138 Permit Number: DGT-4-17-993 A&M Structural Solutions designed the wood pergola for Sanique Olkuch Residence located at 9120 NE 10TH AVE MIAMI SHORES FL 33138 Installation of 2x8 rafers can be done with 1 1/4 x 8 ga Deckmate star drive coated screws with the Simpson brackets with 3 perforations. As Built pergola works per FBC 2014. Should you have any question or need more explanation please let us know. Sincerely, MASOOD HAJALI, PE License number: 82038 c/(3. 3450 NW 85th CT Doral FL 33122 www.amstructuralsolutions.com •• ••• • • • • • • • • • • • • •• ••• •• s���\\ I I I I I1///1 50 O D s,q`i'4%�� *, No. 82038 ; * Ws, STATE OF ss�6-NAt_ c‘C:\\\ � llllllll • ••^\, '•i+;,' •, OO t"•au • • • •• • ••• • ••• ••• ••• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • BUILDI PERMI ❑ BUILD! Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED DEC 2 s r eau Master Permit No. P 3 Sub Permit No. 12.e4 _1 EVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR JOB ADDRESS: I) L © y1E 1 c)-‘\-2 (Ave - DRAWINGS VE DRAWINGS City: Miami Shores Folio/Parcel#: 1 /3 Zo6 0U3c,c)) o Occupancy Type: Load: County: Construction Type: Miami Dade Zip: 3313 CD Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):eLt h V O' -Ate ) /4cLSVfl a hone#:30� Address: 9.170 ) 07 /V City: M YNi,m State: 1 Zip: 1 D 1( Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: VO0 --t'-r�.,,oJJ B c.ng.M Phone#3oS 33�— 3k Address: rtIcl C7 1•)W 2- City:1 fte.v1Z. State: Qualifier Name: 441+2"...51- A ULA r1�13�i Registration .#: Zip,3 oS`, Phone#3 S -331-31 State Certification or Re g Certificate of Competency #: DESIGNER: Architect/Engineer: l• p P1 p m Phonetti3C6 `0 1 ti ► lS Cit\IQ411 At State: 1 Zip:33 lZ 1 Address: 3 M o ii•Nw a ' £-vv. Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: El Addition n Alteration ❑ New ❑'Repair/Rept " e ❑'Demolition ,.Description of Work: ' A1.b7 c7V i----,P'.e.->ae/2 - ii -e$" ' .1•)�"'Cj:a� �1j .l Specify color of color thru tile: Submittal Fee $ Permit Fee $ • cx) CCF $ CO/CC $ Scanning Fee $ ' "00 Radon Fee $ DBPR $ Notary $ S.° M Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ 2 op Bond $ TOTAL FEE NOW DUE $ I (9 GO (Revised02/24/2014) Bonding Company's me (if applicable) rl► Bonding Company's Addr City State Zip Mortgage Lender's Name (if applicab 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 VI) 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. F "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrumentwas acknowledged before me this .210dayof 1���, , 20 1 , by r 1 q Le (>1 li) e+ oonallly known to me or who has produced C-1 t'`0 'ly_es identification and who did take an oath. NOTARY PUBLIC: Sig Print: Seal: 4 ." MAHARAIK.GONZALEZ a, MY COMMISSION # GO 044602 N 'no • IRES: November 2, 2020 ' 'f Bonded Thru Notary Public Underniters ******************************* APPROVED BY (Revised02/24/2014) Signature CONTRACTOR The foregoing instrument was acknowledged before me this 2((_day of 1 : , 20 1,4 , by ('.kf \S 0PINY N,wli'o is ppersonally known to me or who has produced -PI t trs' ^` Dvas identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: 41 A MAHARAI K. GON ISSION # GO 044602 EXPIRES: Nova„ '20 ru Notary Public Underwriters ** ******************************************************************* Plans Examiner Zoning Structural Review Clerk ATTACHMENT HOUSE WALL @ 8'-0" y////////////////////////////////////////2 311 2X8 P.T. RAFTER @ 12" O.C. (MAX) 31' TOP VIEW { { 12f,\1 -3001 De\ --T 12' INDICATES 2X2 WOOD SLAT 6" MAXIMUM SPACING -1-1.1 6" L-- — r •• •••. /•• • '`• • • •• •. .�t4's-dn •:•• •• ••.•.•.•••• 29' •••. • .•• ••• • • •• . • • •• •• •• • •• • • • •• • • • • •• • • • • • ••• • •• • • 14'-6" 'FRONT VIEW ••• • • • • ••• • • • • •••• • • •• • •• •• ••.• •• •• • • • • • • . • • • • • • .• •. • ••. • • • ••• • II. IF II • RECEIVED DEC 2 6 2017 Co r r DENOTES NEW 12"X12" FOOTER (SEE PAGE 2) EXISTING HOUSE /,1 1.-///////// r DESIGN CALCULATION: BASIC WIND SPEED (RISK CATEGORY II): 175 MPH DESIGNED BASED ON CATEGORY II EXPOSURE CATEGORY: C WIND PRESSURE ON WALLS: 26.65 PSF WIND PRESSURE ON SOLID ROOF: 25.5 PSF WIND PRESSURE ON SCREEN ROOF: 7.36 PSF 00t%11I 1.9, : _ o, = -J:z _W G N _ UPLIFT CALCULATION: TOTAL AREA OF STRUCTURE = 418.5 SQ. FEET WIND PRESSURE ON ROOF: 7.36 PSF WEIGHT OF THE STRUCTURE: 2 PSF WIND UPLIFT FORCE = 2243 LB TOTAL LENGTH OF FOOTING = 31 FEET WEIGHT OF FOOTING = 150X1.0X1.0X31 = 4650 LB TOTAL -WEIGHT k -Al�1 Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT DCT TO CCMPUP/ WITH 1E (0 0) DESIGN IS BASED ON FBC 2014, 5TH EDITION. o Owe DATE: 6/07/17 0 Ji J 0) LU w 0 2 C I- 0) Ili U ,Y cq _CC O ... CL °• aLu LUce o < Q cc M ce J w �- Z w O Ct 2 m co I- -Ir 2 a CO ti 0 N CO w m z 1— U w cn 0 0 0 ca 2 U CO J J 0r•-• Cf3 w' - Z tr) cc • -75 Z rn `p 0:1 0 co CV ao _Z _U 15 00 cM O LU L L 23:m w W cnzu- ci z �o UU ,t. os z< <c.)0a LU C.) STATE AND COUNTY RULES AND REGULATIONS O O 0 co X DBL 2X8 WOOD BEAM' O OPEN • o- O 0 CO r 0 a O 0 co X CO -OPEN- L-- — r •• •••. /•• • '`• • • •• •. .�t4's-dn •:•• •• ••.•.•.•••• 29' •••. • .•• ••• • • •• . • • •• •• •• • •• • • • •• • • • • •• • • • • • ••• • •• • • 14'-6" 'FRONT VIEW ••• • • • • ••• • • • • •••• • • •• • •• •• ••.• •• •• • • • • • • . • • • • • • .• •. • ••. • • • ••• • II. IF II • RECEIVED DEC 2 6 2017 Co r r DENOTES NEW 12"X12" FOOTER (SEE PAGE 2) EXISTING HOUSE /,1 1.-///////// r DESIGN CALCULATION: BASIC WIND SPEED (RISK CATEGORY II): 175 MPH DESIGNED BASED ON CATEGORY II EXPOSURE CATEGORY: C WIND PRESSURE ON WALLS: 26.65 PSF WIND PRESSURE ON SOLID ROOF: 25.5 PSF WIND PRESSURE ON SCREEN ROOF: 7.36 PSF 00t%11I 1.9, : _ o, = -J:z _W G N _ UPLIFT CALCULATION: TOTAL AREA OF STRUCTURE = 418.5 SQ. FEET WIND PRESSURE ON ROOF: 7.36 PSF WEIGHT OF THE STRUCTURE: 2 PSF WIND UPLIFT FORCE = 2243 LB TOTAL LENGTH OF FOOTING = 31 FEET WEIGHT OF FOOTING = 150X1.0X1.0X31 = 4650 LB TOTAL -WEIGHT k -Al�1 Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT DCT TO CCMPUP/ WITH 1E (0 0) DESIGN IS BASED ON FBC 2014, 5TH EDITION. o Owe DATE: 6/07/17 0 Ji J 0) LU w 0 2 C I- 0) Ili U ,Y cq _CC O ... CL °• aLu LUce o < Q cc M ce J w �- Z w O Ct 2 m co I- -Ir 2 a CO ti 0 N CO w m z 1— U w cn 0 0 0 ca 2 U CO J J 0r•-• Cf3 w' - Z tr) cc • -75 Z rn `p 0:1 0 co CV ao _Z _U 15 00 cM O LU L L 23:m w W cnzu- ci z �o UU ,t. os z< <c.)0a LU C.) STATE AND COUNTY RULES AND REGULATIONS 2X8 RAFTER FASTENED TO BEAM W/ (4) 3" STAINLESS STEEL DECK SCREWS 2X8 WOOD BEAM ATTACHED TO 6X6 WOOD POST W/ (2) 1/2" STAINLESS STEEL THRU BOLTS W/ NUT & WASHER 2X2 WOOD SLAT ATTACHED TO RAFTER W/ (1) 3" DECK SCREW AT EACH RAFTER 6" T 1 (MAX) ATTACH RAFTER �� TO HEADER W/ SIMPSON ANGLE W(4) 1" DECK SCREW EA. FACE & EACH SIDE NOTCH 6X6 WOOD COLUMN TO ALLOW 2X8 BEAM SIT ON TOP (EACH SIDE) EXIST. WELL COMPACT FILL 6X6 WOOD POST SIMPSON ABE66 FOR 6X6 PT. NO. 1 SYP SIMPSON ABA66R FOR ROUGH SAW CEDAR 5/8" EXPANSION OR EPDXY ANCHOR EMBED 4" MINIMUM NEW 12"X12" FOOTER W/ (2) #5 CONTINUOUS TOP AND BOTTOM CONNECTION DETAIL •• ••• • • • • • • • •• ••• •• • • • •• • • • •• • • Installation of 2x8 rafers can be done with 1 1/4 x 8 ga Deckmate star drive coated screws with the Simpson brackets with 3 perforations. 1/4"X4 1/2" TAPCONS 18" O.C. (MAX) 2X6 WOOD HEADER NOTE: For trusses connection down to the header: One deck screws per beam of the header into the trusses without splitting the wood is adequate. Contractor to make sure to not r damage the wood during fastening the connections. EXISTING HOUSE WALL GENERAL NOTES: ALL FASTENERS AND BOLTS SHALL BE STAINLESS STEEL. OPTIONAL PRESSURE TREATED PINE OR CEDAR TO BE USED IN ALL MEMBERS AND DETERMINED BY CONTRACTOR /OWNER HEIGHT OF THE PERGOLA SHOULD NOT EXCEED THE HEIGHT OF THE HOUSE AND NOT BE MORE THAN 10' HEIGHT. CONTRACTOR MAY USE BIGGER SECTIONS FOR BEAMS AND COLUMNS 1////////////////////////////////////////2 A • ••• • •••••• •••• • •ill E3N •1 `�' X•'N2"•Fdotig �vvit�•(2).##5•BOTTOM AND TOP ••• • • • • ••• • • • • •• •• •• • • •• •• • ••• • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • A a. 44• a 4 4. 31' d a FOUNDATION PLAN DESIGN IS BASED ON FBC 2014, 5TH EDITION. • U • Q cn w w c Q 00 I- ti _o 0 X p r N r m CO CO w m X <UZ • UJ 0 m �o�woz awCO=m1- nw c)HU � QoQwe 5u) ¢ 2 a a 0 CO 0 - Nt LU C in c Z 0 = LCA o5 9'm0 u) -6 co m 1- 2Ngo' ZU ts co m 0 w1.- 23: __IV- Lu Ix 0)ZLL aj Zw 20 1T2 o UU ors < c W U