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PL-12-2112• Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 T:1`11, iV Q72012 Permit No. Master Permit No. c-C-- I I• 11 - Zo 6 0 Permit Type: PLUMBING OWNER: Name (Fee Simple Titleholder): -D2 K e. ` c �� r �0 T ht 1r (A .(2 Phone#: Address: Gl l loS Poi ■ R. City: t� : o. ✓"%-\ ►" o ` t 1 State: F Tenant/Lessee Name: Phone #: Email: Zip: 3313 r$ JOB ADDRESS: City: Miami Shores Folio/Parcel #: 11 32 0 6 t) 1. y 13 S � °I t 6s ?0k jar ; .i-c County: Miami Dade Zip: 1 3 Is the Building Historically Designated: Yes NO X Flood Zone: CONTRACTOR: Company Name: So 0)0' r,n 5 WI-' ` Phone #: 3a 5 S—e g i% Z U Address: Ol2l S„' t Q City: r-, : a.,.:.• State: F�-- Zip: 1)11S— Qualifier Name: 12�h'�� a `)"r i "'� Z . Phone #: "i " r 2 t State Certification or Registration #: S Q0 2-11-‘2-1 Certificate of Competency #: Contact Phone#: I `� 6 �'5 6- 0 5'17 ci DESIGNER: Architect/Engineer: Email Address: Phone#: Value of Work for this Permit: $ 7 'o o . Type of Work: DAddress ❑Alteration Description of Work: Ste; Square/Linear Footage of Work: a New DRepair/Replace ODemolition Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 32-C9 • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address t4 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 FI .RCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S A}'l•IDAVIT: 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 char Owner or Agent The for oing instrument was ac wled ed befor day fl ' ,20/2_, b nally known to me or who has produced edification and who did take an oath. Signature The fo T1 day of ■ /L.. wn 's � S s a r i Sign: Print: My Commission Expires: a Li a • {JBiLLOS State of Florida f s Sep 23, 2015 '''' %8AP ," Bonded Through National Notary Assn. ee tng in me ckn ,20,by own to me or who has produc identification and who did take an oath. NOTARY PUBLIC: OPP Sign: t � Sy _ �/AI NINA. . r , n ary - .∎ Print: - • '''�' M Comm Expires Sep 23, 2015 =; >'� Commission # EE 1 • • r My Commissio . O sA Bonded Through National Notary Assn. LOS ** **** ****** ***** *** ****** ************************************************** * ****************************** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) TAM `- 9A E COUN 7 Y COL LECTiOR 340 F'ag1 r ;'M i aii i ! i c a '.;3130 Please keep vo_r rccei ti t for future refe''eci.E: . Thank you and hove a rice day. 10 9/2.12 i30 /2. 4 `0: i. A ? 0007 -0001 _s;t SegJ :0001 WI L6T #.O0 6 ?0665-3 Local Busin s Tax $49.50 CK CAN GE MIAMI -DADE COUNTY TAX COLLECTOR LOCA1. BUSINESS Ta;( SECTION 140 W. Flagler St. - 1s'' Floor olami, Florida 33150 EM PARY RECEIPT 2012 -2ui LOCAL liti'ANit S3 TAX Local Busireee t r= 65 S StaTe/CCJI.SEP12i Issued to: SOUTHERN SEPT Ii, r'•i l_ Type of Business: SPECIALTY PLUMBING CONrrcC OR $49.50 ;0.00 THIS RECEIPT IS ISSUED AS EVIDENCE OF PAYMENT FOR YOUR LOCAL BUSINESS TAX OR PERMIT. vOUR OFFICIAL RECEIP { WILL BE MAILED TO YOU WITHIN 10 DAYS MOP. THE VALIDATION DATE ON THIS RECEIPT. Payment Rece t vctt as Certified Above Miami -Dade Court: Ca. Collector MIAMI -DADE COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY AFFAIRS 11805 SW 26TH ST. SUITE 207 MIAMI FL, 33175 (786) 315 -2880 STATE CONTRACTOR'S CERTIFICATE OF VOLUNTARY REGISTRATION WITH MIAMI -DADE COUNTY ISSUED OCTOBER 09, 2012 THIS IS TO CERTIFY THAT SOUTHERN SEPTIC AND LIFT STATION CORP CONTRACTOR CERTIFICATE NO.: SEP0121809 TRADE: PLUMBING REGISTRATION EXPIRATION DATE: 09/30/2013 HAVING MET THE REGISTRATION REQUIREMENTS OF MIAMI -DADE COUNTY, IS REGISTERED AS A STATE CONTRACTOR IN THE FOLLOWING CATEGORY(S): 0006 SEPTIC TANK INST WITH ALL WORK TO BE DONE UNDER THE SUPERVISION, DIRECTION AND CONTROL OF QUALIFYING AGENT RODRIGUEZ ROBERTO S.S.N. - -4106 ALTERATION, REPRODUCTION OR TRANSFER OF THIS CERTIFICATE IS PROHIBITED. CHARLES DANGER, P.E. SECRETARY, CONSTRUCTION TRADES QUALIFYING BOARD SOUTHERN SEPTIC AND LIFT STATION CORP 30 SW 57 CT MIAMI FL 33144 Registered Septic Tank Contractor ROBERTO RODRIGUEZ 1421 SW 153 PATH MIAMI FL 33194 - SOUTHERN SEPTIC AND LIFT STATION CORP. Business Authorization: SA0121809 SR0021421 Registration Expires on September 30, 2013 03 -27 -2012 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: PERSON: RODRIGUEZ FEIN: 454587963 BUSINESS NAME AND ADDRESS: SOUTHERN SEPTIC AND LIFT STATION CORP 1421 SW 183 PATH MIAMI FL 33194 03/27/2012 EXPIRATION DATE: 03/27/2014 ROBERTO SCOPES OF BUSINESS OR TRADE 1- INSTALLATION SERVICES 2- SEPTIC TANKS IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election ander this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05413), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 QUESTIONS? (850) 413 -1609 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 03/27/2012 EXPIRATION DATE: 03/27/2014 PERSON ROBERTO RODRIGUEZ FEIN 454587963 BUSINESS NAME AND ADDRESS: SOUTHERN SEPTIC MD LIFT STATION CORP 1421 SW 183 PATH MIAMI. FL 33194 SCOPE OF BUSINESS OR TRADE 1- INSTALLATION SERVICES 2- SEPTIC TANKS IMPORTANT OF Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. H Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on Rthe notice of election to be exempt E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1809 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (Marrus Corp) PERMIT # :13 -SC- 1354140 APPLICATION #: AP1038340 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR862813 PROPERTY ADDRESS: 9165 Park Dr Miami, FL 33175 LOT: n/a BLOCK: n/a PROPERTY ID #: 11- 3206 - 014 -1350 SUBDIVISION: [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 1,500 ] GALLONS / GPD 0.75 MlcroFast Unit H -20 traffic rate CAPACITY A [ 750 ] GALLONS / GPD Pre- treatment tank H -20 traffic rate CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ 750 ] GALLONS DOSING TANK CAPACITY [ 44.00 ]GALLONS @[ 8 ]DOSES PER 24 HRS #Pumps [ 1 1 D [ 333 ] SQUARE FEET drip irrigation trench drainf SYSTEM R [ ] SQUARE FEET SYSTEM A TYPE SYSTEM: [x] STANDARD [ ] FILLED [ ] MOUND [ ] I CONFIGURATION: [x] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: CL Park dr., 10.02' NGVD. I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D FILL REQUIRED: 0 T H E R SPECIFICATIONS BY: Stephen Watson APPROVED BY: [ 0.00 ] INCHES [ 6.48 ] [I INCHES r FT ] [IABOVE O BELOW ]BENCHMARK /REFERENCE POINT [ 0.48 ] [I INCHES It FT ] ( ABOVE 4 BELOW Ii BENCHMARK /REFERENCE POINT EXCAVATION REQUIRED: [ 42.00] INCHES Engineering design ATU with drip irrigation. -The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with sec. 64E- 6.013(3)(f). F.A.C. Carlos M Ioaza DATE ISSUED: 01/04/2012 TITLE: TITLE: G DH 4016, 08/09 (Obsoletes all previous editions which may not be us Incorporated: 64E- 6.003, FAC v 1.1.4 AP1038340 + � 100 DeQo • higireW Dade ROW - Afr TIO DA SE859308 07/04/2013 CHD Page 1 of 3 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28 -106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty -one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN # A02, Tallahassee, Florida 32399 -1703. The Agency Clerk's facsimile number is 850 -410 -1448. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order'. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. 1 Engineering Cover Sheet Job# 11121604B Date: 10118/2012 This cover sheet is provided as per Florida Statute 61 GI5- 31.003 in lieu of signing and sealing each individual sheet. An Index sheet of the truss designs is attached which is numbered and with the indentification and date of each drawing. Customer Name: Project Name: Project Address: Engineer of Truss Design Package JOHN A. ILTER P.E. FL Reg. Eng. No. 36205 14337 Commerce Way. Miami Lakes, FL 33016 KEN CONSTATINO BLDRS. KEISCH OFFICE 9165 PARK DR. MIAMI SHORES FL Building Authority: CITY OF MIAMI SHORES Design Load: 55 P.S.F./ 146 M.P.H. Building Code: FBC 2007 -HVHZ RES 1 ASCE 7.05 Software Used: Alpine View 10.03.08.1118 Project Engineer of Record: • x • ..r�i:. *S Engineering Cover Sheet Job# 11121604B Date: 10/18/2012 Page Truss ID Profile Date 1 M2A 4 2 CJ2 Page 2 of 2 11121804B KEISCH OFFICE M2A Ply:1 Qty 130 Wgt 15.4 lbs SEQN: 545039/T4 / SPEC FROM: DRW: 10/18/12 =3X4(81) T III1.5X4 p 6" 1'10 "8 Vii' 2'4"8 A- IA U) i+o cv) Loading Criteria (psi) TCLL• 30.00 TCDL: 15.00 BCLL: 0.00 BCDL• 10.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit 2.00 Load Dlnatim[ 1.33 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-05 Speed: 148 mph Enclosure: Part Enc. Category: II EXP: C Mean Height 15.00 ft TCDL• 5.0 psi BCDL• 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 ft t 1.0 GCpi: 0.55 Wind Dufatiort 1.33 Snow Criteria (Pg,Pf In PSF) Pg: NA Ct NA CAT: NA Pt NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Mac Criteria Bldg Code: FBC07 HVHZ res TPI Std: 2002 Rep Factors Used: Yes FT/RT: 10.0%(0.0%)/5(0) Plate Type(s): WAVE DefICSI Criteria PP Deflection in loc Udell L/D VERT(LL): 0.001 D 999 120 VERT(TL): 0.002 D 999 90 HORZ(LL): 0.001 D - - HORZ(TL): 0.001 D - Creep Factor: 1.5 Max TC CSI: 0.139 Max BC CSI: 0.082 Max Web CSI: 0.100 VIEW Ver.10.03.11.0209.20 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 ** * BEARING ANALOG MODIFIED! ""' John A. liter LTC: 36205 14337 Commerce Way Miami Lakes, FL 33016 Wind loads based on MWFRS with additional C&C member design & reactions. Right end vertical not exposed to wind pressure. A Maximum Reactions (Ibs) Loo R / U /Rw / Rh / RL /W D 53 /41 /82 /122/217 /- B 279 /208 /174 /122/134 /1.5 Wind reactions based on C&C Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A -B 279 -149 B -C 0 -10 Maximum Bat Chord Forces Per Ply (Ws) Chords Tens.Comp. A -D 211 -135 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B -D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS in ;iri 1 p. - _ fa ; } f a Nt ' t sans « ; «_ r ord a .;'."►: have 4nS�ii ontne t, t Lam. tl(:SI= �r 7 or10, teas • <, as and on a"� 11� . �.,, o� r- Iteferto a• 1 :A '' ° sou► -z�. 1,i1 Ce for amiistructure i_ i „respo For more lnflm cadet see Sda lob's general notes none end these web sitew M honzom d arir aR °�Ibilure to build T/�8 ' livs.r r,)�SI1dQ. The vow Adman: TPI: v.ww.telnstanz WrCA: www.si can: ICC: wwwiccxate orn rnNEZ TRUSS CO., INC. 9280 N.W. South River Or. Medley. FL 23169 (305)1413-6261 INFONNARIIINEZTRUSILIVET Miami Florida • 11121604B KEISCH OFFICE CJ2 Ply:1 QtY2 Wgt 18.8 be Detl/CSI SEAN: 5450581 T5 / MONO FROM: DRW: 10/18/12 =3X4(81) 3,4.3 3'4"3 D 1111.5X4 —1♦ N N Loading Criteria (pit) TCLL• 30.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 55.00 NCBCLL• 10.00 Soffit 2.00 Load Duration: 1.33 Spacing: 24.0 ° Wind Criteria Wind Std: ASCE 7-05 Speed: 148 mph Enclosure: Closed Category: II EXP: C Mean Height 15.00 ft TCDL: 5.0 pat BCDL• 5.0 psi MWFRS Parallel Dist 0 to h/2 C&C Distil: 3.00 It I:1.0 GCpt 0.18 Wind Duration: 1.33 Snow Criteria (Pg.P/ in PSF) Pg: NA et NA CAT: NA PF. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Mist Criteria Bldg Code: FBC07 HVHZ res TPI Std: 2002 Rep Factors Used: Yes FT/RT:10.0%(0.0%)/5(0) Plate Type(s): WAVE Criterks PP Deflection in Inc Udell L/D VERT(LL): 0.003 0 999 120 VERT(LL): 0.005 D 999 90 HORZ(LL): 0.001 D - - HORZ(TL): 0.002 D - Creep Factor: 1.5 Max TC CSI: 0.174 Max BC CSI: 0.140 Max Web CSI: 0.192 VIEW Ver. 10.03.11.0209.20 Lumber Top chord 2x4 SP 92 Bot chord 2x4 SP 92 Webs 2x4 SP 92 "-"" BEARING ANALOG MODIFIED! "'" John A. liter LIC 36205 14337 Commerce Way Miami Lakes, FL 33016 The maximum horizontal reaction is 2079 -' Wild loads based on MWFRS with additional C&C member design & reactions. Right end vertical not exposed to wind pressure. A Maximum Reactions (mss) Loc R iU /Rw /Rh /RL /W D 70 /97 /101 /208 /380 I- B 388 /373 /225 /208/141 /1.5 Wind reactions based on C&C Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A -B 348 -305 B -C 0 -28 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A -D 321 -189 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B -D 0 0 "WARNING"- READ AND FOLLOWALL NOTES ON THIS DRAWING) "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS If _ i em .11 n11 . r .�� C ' fall$18n0 o s 1 to ; the raf _ "_�ar�t • I� shdrp� gq and onll a PC forsbudure respa Red Far more Information welds lob's eenend notes pats and these web Oka IT .5CQ awn.tbsten.conx TPI: www.tpina= WrCA: wwer.sbdndtrsgy,cmn: ICC: wwwJaaafe mg of BCSI provide ugret:s Hf 1 tatlure to build 8 is a 10 to' luiEW tTlNEZTRUSS CO., INC. 9280 N.W. South River Dr. Medley. FL 33168 (305)88&8281 itroaaularrearrausarmr Mend Florida MARK A. CAMPBELL ARCHITECT 373 N.E. 92ND STREET MIAMI SHORES, 33138 754 -2318 p r 75S -7666 =1 1= FLLIC #AR0011074 Date: October 23, 2012 Miami Shores Village Building Department 10050 N.E. 2d Avenue Miami Shores, Florida 33138 Re: Permit # CC11 -2060 Doctor Keisch Office Renovation 9165 Park Drive Miami Shores, Florida 33138 Folio # 11- 3206 - 014 -1350 Attn: Building Department, i u I, Mark A. Campbell, have approved the substitution of the approved connectors at the new mansard trusses to the exterior face of the exterior wall. The installation shall include a NVHC -37 connector at the top and a NVUH -26 connector at the bottom. See the attached drawings. Should you have any questions or need any additional information please do not hesitate to contact me. Mark A. Campbell, Architect State of Florida: #0011074 9165 mansard attachment letter 10 -23 -12 4" CANT STRIP CONT. EXISTING 4" CONCRETE DECK EXISTING CONCRETE DOUBLE TEE kOOF FRAMING 2X8 LEDGER CONT W! 314" KWIK BOLT AT 24" O.C. IN CONCRETE FILLED CELL BETWEEN TRUSSES CONT. STUCCO STOP NVHC 37 EACH TRUSS 4" CONT. 1801, 2'-6" NVUH 26 EACH TRUSS SECTION DR. KEISCH OFFICE 9165 PARK DR. MIAMI SHORES, FLORIDA 10-21-12 314" =1'-O" JOI REEN VENT MARK A. CAMPBELL ARCHITECT 11074 373 N.E. 92ND STREET (MIAMI SHORES. FL 33138 305 754 -2318 o 305 757 -8198 f 4" CANT STRIP CONT. EXISTING 4" CONCRETE DECK. EXISTING DOUBLE TEE FRAMING NVHC 37 H TRUSS %" CDX PLYWOOD ATTACHED TO STUDS W/ #10 SDS AT 6" O.C. ' DIA EPDXY ANCHORS 6" INTO EXISTING CONC BEAM SEE ELEVATION PRE -EG. TIMBER TRUSSES ®24" O.0 TO MATCH EXISTING PROFILES, FIELD MEASURE PRIOR TO FABRICATION 3"X 3" 26 GA. METAL DRIP 1 1"X2" PT. NAILER C8X11.5, HEADER VW DIA SAG RODS THRU CHANNEL AND EPDXY 6° INTO EXISTING CONC BEAM AT 24" O.C. '4 3116 I i "'XWX11" PLATE i STEEL 4" X 4" X 1/4" CONT. ANGLE WELD TO C8X11.5, HEADER AND ATTACHED TO 2 " X 6" LEDGER FOR TRUSS INSTALLATION. BOLTED TO LEDGER WITH 3/4" DIA. THRU BOLTS AT 24° O.C. BETWEEN TRUSSES PAINTED 2" x 8" WOOD FASCIA 2 - 16d NAILS EACH TRUSS CUT TO FIT %" CDX PLYWOOD ATTACHED TO STUDS W!#10 SDS AT6"O.C. 2 COATS (5181 OF STUCCO SECTION COPE AND WELD TO JAMB CHANNEL NVUH 26 EACH TRUSS p DIA EPDXY ANCHORS, 8" INTO GROUTED CMU JAMB C8X11.5, EACH JAMB 3/4" =1' -0" DR. KEISCH OFFICE 9165 PARK DR. MIAMI SHORES, FLORIDA 10-21-12 4" CONT. SCREEN VENT MARK A. CAMPBELL ARCHITECT 11074 373 N.E. 92 D STREET MIAMI SHORES, FL 33138 305 754 -2318 o 305 757 -8198 f PRE -EG. TIMBER TRUSSES 24" O.C. PRYVUOOD ROOF SHEATHING SEE PLAN TRUSS CONN. SEE PLAN. 145 CONT. TYPAT TOP OF WALL • • 2X8 LEDGER CONT VV/ (1) -3/4" DIA EPDXY ANCHOR AT24" O.C. ABUILDING / COMMENT # 18 5 -18 •12 2X SUB FASCIA VW 2 -18d NAILS PER TRUSS. SOFFIT SYSTEM, SEE ARCH. DWGS. T8-1 8" CMU KNEEWALL W/ #5 AT 24" O.C. (GROUT WALL SOLID) (DRILL AND EPDXY DOWELS 8" INTO VAULT ROOF) CONT. STUCCO STOP NVHC 37 EACH TRUSS 34" CDX PLYWOOD ATTACHED TO STUDS W/#10 SDS AT 8" O.C. PRE -EG. TIMBER TRUSSES @ 24" O.0 TO MATCH EXISTING PROFILES, FIELD MEASURE PRIOR TO FABRICATION 6618' DR. KEISCH OFFICE 9165 PARK DR. MIAMI SHORES, FLORIDA 10 -21 -12 3"X 3" 26 GA. METAL DRIP Y 1"X2" PT. NAILER CONT. 2 "X8"FACIA PAINTED WOOD FASCIA 2 -18d NAILS EACH TRUSS CDX DENSBD (OR PLYWOOD) ATTACHED TO STUDS VV/ #1 O SDS AT 8" O.C. 4" SCREEN VENTING CONT EACH TRUSS NVUH 26 EACH TRUSS 2 COATS (5/8") OF STUCCO TO MATCH EXISTING 11 • S►r3 a NVUH 26 Joist Hanger Allowable L (om) Fastener Schedule 11 7 Loads 1.14 14 tri Dowinvanl Gravity Wind Uplift Lead 1213 Notes: 1) Use all specified fasteners in schedule to achieve values indicated. 2) Values are based on 3° header thickness and 1 1/2° Joist thickness. 3) See General Notes, page 01. 4) This table is based on Miami Dade County NOA # 08- 0326.11 and Florida Approval 599R4. NVBH 24 r % utterfy Hanger 2x4 NVBH24 Allowable Loads .) Downward Gravity Loads 18 12 6 1113. 3/16 Notes: 1) Use all specified fasteners in soliedide to achieve values indicated. 2) Values are based on 1 l/2" header Joist thickness. 3) See Glacial Notes , • 01 1 an" NV8 24 4) This table is based on Miami Dade County NOA # 08-0326.11 and Florida App 599R4. SYMM.® Mid Span I UPLIFT 21/8° 211" 1/2 2111" sue.@ fad 3 Sp 1 NVBH 24 Downward Load (Gravity) 13 1 NAM 26 DOWNWARD LOAD s�-�� �[S) Core -. Hurricane Clips Notes: 1) All specified fasteners should be used on each of the connected members to achieve values indicated on above schedule. 2) This table is based on Miami-Dade County NOA #04-0510.03 and Florida Approval 2047 R3. 3) For Uplift, use two clips, one on each side to comply with section 2321.7 of the FSC 4) -See General Notes, page 01. NVHC 37 SWAY Grip Clip (520) Fasteners led x 11/2 Allowable Loads (e►s) Each Clip Product Code Description Gauge Headers Joist Uplift Li L2 NVHCR Hurricane Clip - Right 18 6 6 525 253 333 NVHCL Hurricane Clip - Left 18 6 6 525 253 333 Notes: 1) All specified fasteners should be used on each of the connected members to achieve values indicated on above schedule. 2) This table is based on Miami-Dade County NOA #04-0510.03 and Florida Approval 2047 R3. 3) For Uplift, use two clips, one on each side to comply with section 2321.7 of the FSC 4) -See General Notes, page 01. NVHC 37 SWAY Grip Clip (520) it Notes: 1) All specified fasteners should be used on each of the connected members to achieve values indicated on above schedule. 2) This table is based on Miami -Dade County NOA #08- 0325.02 and Florida Approval 599R4. 3) See General Notes, page 01.. 13/4^ NVHC 37 12 ross— Section Fasteners Design Loads (lbs) Product Code Description Headers Joist Uplift (!bs) LI L2 NVHC37 5 Way Clip 18" gauge 16 -8d or 16 -10d 12 -8d or 12 - 10d 702 560 637 1 it Notes: 1) All specified fasteners should be used on each of the connected members to achieve values indicated on above schedule. 2) This table is based on Miami -Dade County NOA #08- 0325.02 and Florida Approval 599R4. 3) See General Notes, page 01.. 13/4^ NVHC 37 12 ross— Section CONNECTORS SCHEDULE UNIT TYPE DESIGN UPLIFT ALLOWABLE UPLIFT NOA # NAILING Q NVTHA -20H 806# 1506# 08- 0326.11 (10)10d X 1.5" NAILS INTO EACH MEMBER NVHC -37 550# 702# 08- 0325.11 (16)10d NAILS TO HEADER (12)10d NAILS TO JOIST © NVUH -26 550# 1213# 08- 0326.11 (20)10d NAILS TO HEADER (10)10d NAILS TO JOIST 00 NVRT -24 545# _ 722# 08- 0326.11 (4)16d NAILS TO WOOD (6)1 /4 "DIA. TAPCONS CONCRETE HIGH ROOF DESIGN WIND PRESSURE ZONE GROSS UPLIFT (P.S.F.) NET UPLIFT (P.S.F.) WALL PRESSURE (P.S.F.) 0 (NEGATIVE) —42.8 —37.8 —