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ACT-12-20-2896, 478 NE 92nd StMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 478 NE 92ND ST, Miami Shores, FL 33138 1132060140020 Contacts THOMAS ROGER & CHRISTINA WHITE Owner BISCAYNE AWNING & SHADE CO INC Contractor 478 NE 92 ST, MIAMI SHORES, FL 33138 CONRADO PEREZ Other: 3055461030 611 NW 5 ST, MIAMI, FL 33128 { Business:3055770042 info@biscayneawning.com Inspection Re uests Description: NEW CANVAS AWNINGS INSTALLATION (BLACK Valuation: $ 3,210.00 COLOR)�4 G Total Sq Feet: 129.00 Fees Amount Application Fee - Other $50.00 CCF $2.40 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.80 Permit Fee $50.00 Planning and Zoning Review Fee $35.00 Scanning Fee $12.00 Structural Review ($45) $45.00 Technology Fee $2.50 Total: $201.70 Payments Date Paid Amt Paid Total Fees $201.70 Credit Card 01/28/2021 $151.70 Credit Card 12/17/2020 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws and zoning. Futhermore, I authorize the above named contractor to do the work stated. I - Z$-z-I Authorized Signature / Applicant / Contractor / Agent Date January 28, 2021 Page 2 of 2 RECEIVED BUILDING PERMIT APPLICATION 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 I BY• .. c� AFBC 20 t � Master Permit No.TK`- ` - — Sub Permit No. ME BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 478 NE 92 Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-014-0020 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Thomas Roger White, Christina White Phone#: Address:478 NE 92 Street City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Email CONTRACTOR: Company Name: Biscayne Awning Corporation Address: 2333 NW 8th Avenue City: Miami State: FL cip: Qualifier Name: Conrado Perez Phone#: 305-577-0042 State Certification or Registration #: Certificate of Competency #: 000 000 387 DESIGNER: Architect/Engineer: Cesar I. Castillo P. E. Phone#: 305-253-9442 Address: 13155 SW 134 Street # 119 City: Miami State: FL Zip: 33186 Value of Work for this Permit: $ 3,210.00 Square/Linear Footage of Work: 129 Sq Ft Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition Description of work: (3) New Canvas Awnings Installation (Black Color) hone#: Specify color ��oyyf--��color thru tile: Submittal Fee $ � Permit Fee $ Scanning Fee $ Technology Fee $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ hone#: 305-577-0042 33127 CO/CC $ Notary $ Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ t ':,3 �d Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrpgnt was acknowledged before/me this day of c� loo✓ , 20 2-c% by day /,t�C4!'"� l s ped�i' 20/' , by awpersonally known t / IA'46,0 ��yy who is personally known to me or who has produced as me or who has produced jJC; 0(,* I f L!�'a w identification and who did take an oath. NOTARY PUBLIC: Print: ce,-��, C—c�-i�in�� �!'. Seal: <►i" RAMON CASTELLANOS JR '?� �`: Notary Public - State of Florida NN�� Commission # HH 012405 My Comm. Expires Jun 18, 24124 ••� Bonded through Nat nal Notary Assn. APPROVED BY identification and who did take an oath. NOTARY PUBLIC: G G Sign: Print �1 Seal ****************** wbl Plans Examiner ` Notary Public - full of F101 �Commission N Ha 04031 WMy Comm, Lxptra4 §0 21, W4 '2-k, Zoning (Revised02/24/2014) Structural Review Clerk 20979 Bu' cayne Awning Corporatism SINCE 1924 2331 NW 8O1 AVE. MIAMI, FL 33127 Since 1924+ TEL: (305) 577-M2 FAX: (305-577.0049 fVb. OQQOOp$7 www,biscaynoewning.com Email: intoQb1scayneawning.com e7t01 OdAt Sll81Kfl taD to W 1 JOB Nam: DATE T`V�.�1N -Aw t rM: FRONT smssr Al-b NE: cm AND sTAta nrroNe 1 S U{�� low �• o+ra . C.C. CONTACT T9tSQN: U01=t?AX: fAAMIB We hereby submit specifications and estimites for: NEW RECOVER REPAIR TAKE -DOWN RE -HANG RETRACTABLE BACK: S 1 .1OO.00(-TAX) ,�Q �2 6' �1C 1i^Cv it LACIE c o 6 e+ Io BACK: 6 Q $ 1.400.00(+TAx) FRONT: �, S 500.00(4TAx) Q) n;F>tAJ A�fNiNGS• $ 3,000.00(+TAX) ,�,z� s: (APPIT"JONAL It- P&QullzEv) PLANS ENeINEERINCI S 1.000.00 (+PERMIT COST BY CITY) wgg 0 v-coc-Ni b. TLu to 9&&Wgtb Tv N a (t +( P ° i Paymentt be made as follows: (18%% intend on late payment) W Deposit and Balance on the day of completion Adhatittd PRICE: stirs raBr TAX: � �-I © •a Deb of Acceptance TOTAL: 3 7-I0 o,# j. D) tl HALANCB:tu OS"ate P.E1RM'CGaCT Doi S'� °• srae THltIs CONDMGNS oN oTM1R SW G"i"1 • Prim Certificate of Flame Resistance •f • �RE(F Registered Fabric or Concern Number F-73101 Issued By: GLEN RAVEN MILLS INC 1831 NORTH PARK AVENUE = ti Date treated or manufactured: 05/06/2019 i This is to certify that the materials described below have been treated with a flame-retardant chemical or are inherently nonflammable FOR. Trivantage, LLC ....... .............. c n—N Glen Raven ADDRESS 1831 North Park Ave. • • . . •..• s r i-F.: NC 27217 so' Certification is hereby made that: (Check "a" or ®b") • • • • • . 000000 (a) The articles described at the bottom of this Certificate have been treated with a flame SIVIgint chemical •':' approved and registered by the State Fire Marshal and the application of said chemical was done in'cbofdrmancV • with the laws of the State of California and the Rules and Regulations of the State Fire Kla'rlhal. • • • • • • Name of chemical used: Chemical Registratigp #: •••• • . ... Method of application: 000000 (b) The articles described at the bottom of this Certificate are made from a flame -resistant fabric or material registered and approved by the State Fire Marshal for such use Trade Name of flame -resistant fabric or material used FIRESIST Registration #: F-73101 The Flame -Retardant Process Used Will Not Be Removed By Washing GLEN RAVEN CUSTOM FABRICS WENDY MILLER, CUSTOMS COMP, MG Name of Applicator or Production Superintendent Title 00000000001087121800 CUSTOMER ORDER NO. 05062015 CUSTOMER INVOICE NO. 2279719 YARDS OR QUANTITY 50.00 DESCRIPTION ITEM NUMBER We hereby certify the above to accurately reflect the information contained Trivantage, LLC from the registrant set forth above, A copy of the original C request to Trivantage. LLC and the registration information set forth above i BISCAYNE AWNING CORPOR) MAILING ADDRESS 2333 NW 8TH AVENUE MIAMI, FL 33127 - :_it: t111 •1 C"m I. C44v& P.E Florida P.E #: 68447 13155 SW 134th Street, #119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 • I' I I I � •• • • PROJECT: STEEL STRUCTURE ***0** 478 NE 92 STREET MIAMI SHORES, FL 33138 • CUSTOMER: BISCAYNE AWNING & SHADE CO., INC. DESIGNER: Cesar Castillo PE STATE OF FLORIDA REG. # 68447 CODES AND SPECIFICATIONS: A.I.S.0 14TH EDITION FLORIDA BUILDING CODE 2017 A.S.C.E 7-10 064A"� I. L'Agayf a► PE CONSULTING ENGINEER 13155 SW 1341h STREET, SUITE #119 MIAMI, FL 33186 PHONE 0 (305) 253.9442 At ORIN PE, 068447 Digitally signed C e S a r by Cesar Castillo, PE DN: c=US, • cn=Cesar Castillo, Ca St' I email=cesarcastill opabon@gmail.c om lo, P E Date: 2020.12.05 11:13:26-05'00' DEC 04 2020 0444 1. C44U& P.E Florida P,E #: 68447 13155 SW 134th Street, #119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 PROJECT: STEEL STRUCTURE , 478 NE 92 STREET • • • • MIAMI SHORES, FL 33138 CUSTOMER: BISCAYNE AWNING & SHADE CO., INC. DESIGNER: Cesar Castillo PE STATE OF FLORIDA REG. # 68447 CODES AND SPECIFICATIONS: A.I.S.0 14TH EDITION FLORIDA BUILDING CODE 2017 A.S.C.E 7-1 0 CONSULTING ENGINEER Q155 SW 134fh STREET, SUITE #119 MIAMI, FL 33186 PHONE 0 (305) 253.9442 At 0R10A PE. #68447 Digitally signed Cle Sd Pby E Cesar Castillo, DN: c=US, cn=Cesar Castillo, Ca St• I email=cesarcastill opabon@gmail.c lom O, P E Date; 2020.12.05 11:13:26 -05'00' DEC 0 4 7020 emm f. e"a& ps Florida RE # : 68447 13155 SW 134th Street, #119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 DESIGN CRITERIA & APPLICABLE CODES -F.B.C2017 -A.LS.0 14THEDITKW -A.S.C.E 7-f0 WIND LOAD CALCULATIONS - 2 < 60 ft WIND CODE= ASCE 7-10 WINDSPEED= 105 MPH - FBC 2017 - 3105.4.2.1 MEAN ROOF HEIGHT: Z= 9.00 It < 60 st • • EXPOSURE CATEGORY= C - FBC 2017 - 3105.4.2.1 • • : ""' EFFECTIVE AREA= 16.00 It X 2.17 ft = ' .. 034: • .ft2 • • . Kzt= 1 Section 26.8-2 ASCE 7-10 i ' Kd= 0.85 Table 26.6-1 ASCE 7-10 .. • .. • • ..' • • . • i • Kz-- 0.85 Table 30.3-1 ASCE 7-10 """ ' ' • qh= 0.00256 ` Kz ` Kzt Kd ` V2 - Section 30.3-1 • " •' : : • • 20.39 psf •••• • • • • • •.••• And: •••••• ••• • • • ••.•• GG 1 = -1.70 Fig. 30.4-2A - Using 35 SQF • •' • •' ' ' Gcpi(1)= 0.55 • design = qh * (GCp" i) • • • • • • • -45.9 psf - CRITICAL • • .• • • • • .•.••• CHECKING LOADS COMBINATIONS. - ASCE 7-10 ' �' ' "" ' Live Load - L= 5 psf - DESIGN LOADS PER ASCE 7 10 • • • Dead Load - D= 5 psf - DESIGN LOADS PER ASCE 7 10 Wind Load -W= -45.9 psf- DESIGN LOADS PER ASCE 7-10 1: D 2.- D+L 3: D+0.75L 4.- D+0.6W 5, D+0.75L+0.6W 6, 0.6D+0.6W LOADS ON BORDER JOIST Live Load - L= 5.0 psf 2.17 ft 10.85 Vill Dead Load - D= &0 psf 2.17 ft 10.85 Ibtft Wind Load - W= -45.88 psf ` 2.17 It -99.56 Ib/ft SEE SAP2000 REPORT ATTACHED DEC 04 2020 CW4 f, CAa�& P.E Florida RE # : 68447 13155 SW 134th Street, #119, Miami, Florida 33*6 - Phone -Fax # (305) 253-9442 VERIFY CRITICAL AWNING CONNECTION - SHEAR & TENSION -WALL PLATE Tension= 979.43 Ibs Per Each Plate SEE SAP2000 REPORT ATTACHED Shear-- 9.27 Ibs Per Each Plate SEE SAP2000 REPORT ATTACHED Try using = (1) 318" Wedge -Bolt Anchor ( Min. embed. 2-112") per plate on existing 4000PSI Wall - See Attached NOA Spacing Between Bolts= > 4.5 in 100% - FULL DESIGN Edge Distance = > 4.5 in 1 ° - FULL DESIGN TENSION Ru= 1180 x 1 x 100% 1180 Ibs > 979 Ibs i • • • i • SHEAR : • • ' " " '• Ru= 1370 x 1 x 100% •• • •• • • 1370 Ibs > 9 Ibs •••'�0% � � • • •• � •••••• CHECKING BgA (J& ti4MME-S • • • • • • : • �; 979 + 9 = 0.84 •••••! :••1••• O.K. 1180 1370 ••••• • • •••••• ••• • ••••• Then Use ; (1) 318" Wedge -Bolt Anchor { Min. embed. 2-1 E2") per plate on existing 400OPSI Wail - See Attached NO*A • ;' SAP 2000 ATTACHEMENTS: • • • • • • so 3D VIEWS OF THE MODEL • • • 3D VIEWS OF THE MODEL - LOADS APPLIED 3D VIEW OF THE MODEL - DEFORMED SHAPE BY CRITICAL SERVICE COMBINATION P-M RATIO COLORS AND VALUES - DESIGN OF ELEMENTS 3D VIEW - JOINTS SUPPORT REACTIONS BY CRITICAL COMBINATION DEC 04 2020 STRUCTURAL ANALYSIS REPORT pici AjL* A* SAP2000 Analysis Report Prepared by JHB Model Name: STEEL AWNING.SDB 04 DEC, 2020 DEC 0 4 2020 STRUCTURAL ANALYSIS REPORT Y • • • i • •ii•• • ji • li ••i•• ••i•• ••• • i•ii• 1 • • • i 31D EXTRUDE VIEW OF THE MODEL LATERAL VIEW OF THE MODEL- DESIGN SECTIONS 1 STRUCTURAL ANALYSIS REPORT 3D VIEW OF THE MODEL— DESIGN SECTIONS 3D VIEW - DEAD LOADS APPLIED (Lb/ft) ...... .... . . 00 . • .. . • 0.0 STRUCTURAL ANALYSIS REPORT -x 3D VIEW - LIVE LOADS APPLIED (Lb/ft) 3D VIEW - WIND LOADS APPLIED (Lb/ft) STRUCTURAL ANALYSIS REPORT Y x Trot 4i"m • 0 #AM 0 0 Mo 1 o 4:00e ,lb 0io 0 0 0 0 N R, n.p w • • 00900 DEFORMED SHAPES MAXIMUM DISPLACEMENT BY CRITICAL SERVICE COMBINATION P-M RATIO COLORS AND VALUES — 3D VIEW OF THE MODEL (ALL MEMBERS PASS) STRUCTURAL ANALYSIS REPORT a x F4. Ed* A— D.*" Dw Shed AW9, A",- 00,9 D-F Ophm 1-1, Ndp k W-a LAI 1� C.) q QL Ok @L Ek ta 3-d xy X2 yx ft :1,:rj• -d ,�,v .. .. ...... ... ... ....... --------- co cli 97,9, 0000:9 43 0 ...... *00000 00 *::::o :::Oo :006 0000 0 0000*0 0 06 0 0 0 0 60000 a 00 1 000 0 0 0 0 0 ry 00 0 0 660000 00*0 'o F=ibeaqLd Para bwca 45 to 'a 0 E5p SO&M 3D VIEW— JOINT SUPPORTS REACTIONS BY CRITICAL COMBINATION (0.61)+0.6W&�WALL PLATE TENSION = 979A3 lb SHEAR = 9.27 lb CHAPTER 30 WIND LOADS - COMPONENTS AND CLADDhNG h560ft. Figure 30.4-2A External Pressare Coefficients, GCp Enclosed, Partially Enclosed Buildings Gable Roofs 8 <_ 7° � I Ia iFI i t I i I I I 8 I 2 ( �i 2 • • • I I • • • • •• • • • • ee i I • •flee• • I t 1 t • • *fees* 0 3� 2 t •• •• •• 10 100 V 10 ••99400 • -3.2 1 - d-32 es _28 J . -2.8 28 • -28 o .2.6 fJ -2.6 e f • 0 -2.4 Z4 -2.2 -2.2 2.0 .2.0 t.8 i.8 t.8 1 2 -1.7 1,8 in 4.6 1.6 U •1.4 iv 1.4 t3 c Cn •0.8 48 I ! -0,8 a -0.6 f LU -O.s -0.4 1 10 20 50 100 200 5001000 i •0.2 (0.1) (0.9) (11) (4.6) (9.� (18.8) (4U, i529) +a0 t 2 s i �12 Effective Wind Area, ft2 (rn2Uj } .0.3 +0.4 +0.6 0-1� 10 20 50 100 200 5001000 i) (U) (1.9) (4.6) P,• (18.61 06•5)(M) Effective Wind Area, ft2 0 ) Notes: i. Vertical scale denotes GC, to be used with qh. 2. Horizontal scale denotes effective wind area, in square feet (square meters). 3. Plus and minus signs signify pressures acting toward and away from the surfaces, respectively. 4. Each component shall be designed for maximum positive and negative pressures. 5. If a parapet equal to or higher than 3 ft (0.9m) is provided around the perimeter of the roof with 0 5 70, the negative values of GCp in Zone 3 shall be equal to those for Zone 2 and positive values of GC, in Zones 2 and 3 shall be set equal to those for wall Zones 4 and 5 respectively in Figure 30.4-1. b. Values of GC,, for roof overhangs include pressure contributions from both upper and lower surfaces. 7. Notation: a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (0.9 m). h: Eave height shall be used for 0 510°. 0: Angle of plane of roof from horizontal, in degrees. • fefss •flex wee••• • • ••se•e flex•• N�0 I 0 u 0. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... PRODUCT DESCRIPTION. THE WEDGEBOI.T ANCHOR IS A UNIVERSAL NIGH STRENGTH CARBON STEEL AIODHOR DE$Ia1[D IN 71GH OONCFIETE IS H8 A VERSATILE, H*HH PERFORMANCE ANCHOR THAT A RETAOi Ir 8 /(G�I;AB� W HEAD N 114'. 3B', ifr. 3W AND 3/4' DUMETERS. THE WF_.DGE•BOLT IS CE=OdIT ED R HARDENED STEM WITH A FINISHED HEX NERD FORMED WITH AN INTEQtAL VVAWA A OW%LEA[VH REAO. ANr A CW1yFE1111120 TIP, THE GRim STEEL VERSION OF THE ANCHOR l8 ZINC-P A- pN TS.YCEff" A'SUPgW,ENTAtO CW404ATE F"SH N ACCORDA CE W" H ASTM a S33. ., GENERAL NOTES: 1. THESE M7XbbCUN1EMTS REPRESENT A POWER WEOGE-BOLT ANCHOR ANALYZED WITH 7�i� P 9E7�t THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOD) BY MtAMFMDE COUNTY PITBCRTCLi VIr iF OEiOGTI' HURRICANE ZONE MVKn OF THE FLORIDA BUILDING COX 2004 WITH 200! BUPPL®UERT. . ......... . 2. ANCHOR INSTALLATION SHALL BE MADE N ACCORDANCE WITH THE NON I ' AND TRW MUUe-oAOE COUNTY BCCO NOTICE OF ACCEPTACE THE WEOGE•BQ.T T A SPECIAL MATCHM TOLERANCE WEOGE-8n. TO INSTALL THE ANCHOR p� ' THE FORURE INTO THE HOLE, AND TIGHTEN IT USING A SOCKET WRENCH OR IMPACT WRENCH. AS THE ANCHOR 19 TIGHTENED INTO THE HOLE. TH4E REVERSE PARABOLIC DUAL LEAD THREADS UNDERCUT THE WALL OF THE HOLE. THE DUAL LEAD THREAD IS" FORMED WITH A HIGH HIM ANGLE FOR FAST ETTTRY AND ADVANCING. A SPECIALLY DESIGNED RELIEF THREAD FORMED N THE BODY OF THE ANCHOR ALLOWS EASY TIGHTENING. FOR EASE OF IDEN TWIC:ATION AFTER INSTALLATION. THE MEAD OF THE ' ANCHOR 0 STAMPED WITH BOTH THE DIAMETER AND LENGTH, ALLOWABLE TENSION AND SHEAR VALUES ARE NOTED IN TABLE 1. � 3. NO INCREASE N ALLOWABLE STRESS HAS BEEN US® IN THE DESIGN OF THIS PRODUCT, 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE 04FOPJAATION FOR SITE- SPECIFIC APPLICATION. 6, USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY I1MT4 CHAPTER 61 G1S23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. AM MDDIFICATIOK9 OR ADDITIONS TO THESE APPROVAL. DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. ' TABLE Na 1 I WEDGE -BOLT ANCHOR - Allowable LDsds. Anchor Size ! rndns.} Embedment Depth r ches) 2000 psi Concrete 3000 psi Concrete 4000 psi Cenpsta 500E psi Concrete 600E psi Concrete Tension (pounds) Shear I (pounds) Torsion (pounds) Shear (pounds) Tension (pounds) Sheer (pounds) Torsion (pounds) Shear (pounds) Tension (pounds) Shear (pounds) 1 too 260, 260 ' 390 • 335 5eo 375 560 413 600 1-L2 3" 350, 450 550 WS 550 Sea 5" 620 623 1/4 r 2 6N • 350, 7" • 550 989 350 1115 640 1,245 730 2-1/2 m 550 th-M 5% IJ65 550 1,240 640 L,3t5 730 1-112 475 845 M5 11030 630 117E1 695 LA40 7so 11710 2 750 1110 965 1.190 •990 1.270 _ 1140 1.490 _ 1,300 L710 3/8 2-1/2 • I,025 1,370 1190 t.370 1330 1,370 1..5/5 1,540 11833 Will , 3 1.450 -•-1 425 11693 1,455 1,935 1,400� 2805 I,S95 Z 475 L,710 ` 3-1/2 I M 1,475 212M I= iSM 1,590 2,025 1,650 3,110 1,710 _ 2 , 715 1.430 am 1.570 . . 985 1,705 1"01 1,945 1195 2.1E5 2-1/2 I'M 1,670 1,165 1,775 1,300 UPS 1,460 2A75 H.620 2.27E 1/2 3 1.4E 1,790 17715 1,945 t,950 PASS PJ50 2,185 2,345 2270 3-1/2 T315 2165 1,82E 2.22E 2,12D 2,270 2,55D 2,335 2,975 4400 4 IA" 21163 2,32:3 2,22E 3,135 2 270 3,155 2,335 3,153 2AN 1 2-1/2 O55 1A00 LAN LIAM iliac 2.705 1.455 3.03E L.725 3,350 5/e 3 1140 2,325 1A95 2.690 1.845 3,055 2,045 31305 2,24o 3,S'.0 4 2A60 3145 2.625 3,4E 3,190 31690 3-495 3A35 3AN 3,980 S 3,325 3,750-1 3,94E 4,010 4,555 4,270 4.895 4 955 545 4,440 f 3 tim 31,11105 43501 3,420 L M 3,035 1.9110 4265 2,175 4,693 4 L700 3,63E 2,410 4,59E 3A35 33,140 3,270 5,630 3,305 51705 3,14 5 2A35 4,69E 32" 3,400, 3,735 6.,110 4,305 6,150 4,= 6190 6 3A85 5,743 41161 6,21E 4,473 6,670 5,358 6A70 6190 61670 t- A6owobla Leads are based an Ultimate Load d%4ded by o 4.1 sofety totter. 2- Spacing and edge distance sholl be in accordance with Table No. i I a a a• A= LENGTH B=DIAMETER TABLE No. 2 r WEDGE -BOLT ANCHOR - Allowable Sag2gq and Edge D#stance. 1 DISTANCE FM rULL ANCHOR CAPACITY (Critical Distance)' DWANCE FOR REDUCED ANQ,07R CAPtCf1Y (1111nienum Distance)' REDUCTION FACTW3 srAenc DETVEEN VIDiRS - TOSIDH fed 'r 4d r 0.50 r SPACING DETVEDI M DM - AfAR - 12d • 4d 0.75 EDGE SSTMCE - TENSMO - 8d 3d OLIO EOGC OISTIICE - ACM • 12d M 3d 1- The Ticked values are the minimum distances required to obtain the bad volues listed in Table Na. 1. 1 d' equals Anchor Diwnetsr. When odjocent archers ore different sites or embodiments, use largest valve of 'd. / 2- The listed values ore the ninimurn distances of which the anchor can be sat, when bad values are / adjusted apprapfbteiy. . 3- Pod values in the tables arc multiplied by the reduction factor .ham anchors ore IrMalled at the minimurn distance fisted. Ulneor interpolation may be used for spacing or edge distances between the ' erXical and minimum distances. LLultlpte reduction factors far more then one spacing or edge distance shall be calculated separately and multiplied. / N'RnCUCT RPN89✓b:D N teal hq wVh W. ifvt lei SsieftCodr _O /O Aa4spsom,% i.lvidre W O &W co 4) w W Jahn W. Knew, K urwr m.exaau DETAIL"A" I,, 0 2� 2" x 2" x GALV. PLATE ANCHORED TO EXISTING WALL W/ (.1) 3/8" x 1 j" STEEL WEDGE ANCHORS DETAIL"B" 0 Y 3" x 2" x GALV. PLATE ANCHORED TO EXISTING WALL W/ (1) 3/8.. x 1 3.. STEEL WEDGE ANCHORS DETAIL"A" D ET, FRONT: r n NOTE: CONTRACTOR TO FIELD VERIFY ALL REVISIONS BY DIMENSIONS PRIOR TO FABRICATION, 10/16 THIS FABRIC —COVERED STRUCTURE MUST BE DESIGNED WITH A QUICK REMOVAL OR BREAKWAY FABRIC AT WIND VELOCITIES EQUAL OR GREATER THAN 75 MPH ACCORDING TO FBC 3105.4.2.1 AAML PROVIDE PERMANENT LABEL U Z �. e , P.E. o CONSULTING ENGINEER W• _ • 113755 SW 134th STREET; SUITE # 119 „, • MIAMI, FL 33186 � • Z PHONE 0 (305) 253.9442 ' W *— NOTE: CONTRACTOR TO FIELD VERIFY ALL PCORfOARE. 068447 00m•' > �• DIMENSIONS PRIOR TO FABRICATION, DETAIL"A" RECEIVED DETAIL"A" DETAIL"B" ALL PIPE TO BE 1"0 U.N.O. I BACK: ..� 00 • ._ Z co Q _ ']a • co f . • 1- ;, N • • • — Q • • *000 0) m i LU 00 cr) tj M I 1 kiTtli DETAIL"B" GENERAL NOTES( If applicable � Ln LU _ rn ry O W 06 0 O I— - ALL STRUCTURAL PIPES TO BE SCH. 40 GALV. STEEL A500 GR C-Fy=50 ksi - ALL STRUCTURAL STEEL PLATES TO BE STEEL A-36 - Fy= 36 ksi - ALL CONNECTIONS TO BE FULLY WELDED J"-E7016 - ALL WELDS COVERED WITH CORROSION RESISTANCE COATING. - ALL STRUCTURES DESIGNED IN ACCORDANCE WITH: F.B.0 2014 A.S.C,E 7-10 EXPOSURE °C' - V= 105 MPH A.I.S.0 14th EDITION - NOTIFY ENGINEER OF ANY ERRORS / OMISSIONS FOUND OR IF ANY PART OF THE DRAWINGS IS NOT UNDERSTOOD. - CANVAS MUST BE REMOVED WHEN A HURRICANE WARNING IS ISSUED (FBC 3105.4.2.1) - PROVIDE PERMANENT LABEL - FABRIC TO MEET CURRENT NFPA-701 FIRE CODE. SHEET DESCRIPTION ISOMETRIC I SHEET: =1 of 1 1 esar astillo, PE ally signed by Cesar Castillo, c=US, cn=Cesar Castillo, PE, 2020.12.05 11:14:09 -0500' the Flonda R, ; Estate C.Dm111LIII it} for Over 20 Years Thus swsey stag not be used hu —WuCg,ftpa lUfl9 ur ss wAtmIX wYfltsn cn;.. ,•y. N.E. 92nd STREET �75' RIGHT—OF—WAY (BY PLAT) v 18't ASPHALT PAVEMENT { 19.60' 22.90 0 PAVERS 23' PARKWAY PAVERS n i 16.60' 1 20.20' r "=zo' F.I.P. 1/2" _ 7$..� P ._4,-CSW 80.40'�P� (N0.ID) PROPOSED [�ON — — — B. C I D. NAIL F.I.P. 1 2 " ;NEW AWNING NO.ID It ) (N0. ID " > "'� LOT 03 1 WEST U2 OF 'L 0T 0343. BLOCK 49 eLOex as0' 9.84' � 14'-0' 3.479.95,0 M . _ PAVERS 121.30' ' IRON FENCE ON PL 0 v37.60'I ►0.00PL v AC OC) 9.30' N P 0 " A U a Mi lI V R 1 S )POS'LD N AWNING J 3 Vl D] U 5.43' 4- EW AWNING'^ n I 0 -i r1°n rl 23.50' : N i a 0 PAVERS i�1 012•6' I ON PL 8.7' h DRIVEWAY { i. o ON PL 6' IRO�d IA F.I.P. 1121, 19.50' l0 6ENC S.tO' Io 85 (N0.lD) 26.60 n F.LP. 112„ (NO, IN 0 75.00' (P) g y 10.0' ASPHALT PAVEMENT -------------------- 3.50' 1 TWO STORY I rl o RESIDENCE # 478 I 3.95 I ( � W 17.910' 4�-0 v 0 13.7' 7.72' - 0 �i TERRAQE �O.12'-0" PE 3.25 NI 0 t BALCON bI 3.00 10.10' 1I4.50' ( E i _D v 161_01 I JO N M Property Address: Notes: NO NOTES 478 N.E. 92 Street Miami Shores, FLORIDA 33138 SURY£/ORISCERTffiCAtt011:IMERBY{ gTtfl'TMATTHM9ODMDARYSURVEY SATRUE MID M.E. Land Surveying,Inc. COR EC REPR=M rfA£,iiiVETr ilr:.AR®UI+DER MY DIRECTgN. TNPS CONq.ES M-H THE M NIMUM TECHWCKl:'ANDARDS,A55£r FORTH BY THE STATE OF FLORIDA BOARD OF 10665 SW 190th Street PRCFE SKXAL LAND SURVEYOR S N �kkRARs t SL17-09 THRM*H SYIT.QgZ FLORIDA ADMNWRATNE CODE PURSI.Wr Tt7 4efLOR:Cri STATUES Suite 3110 SIGNED FOR THE FIRM Miami, FL 33157 JOSE ROCHE a Phone: (305) 740-3319 STATE OF FLORALl2 0 + P.S.M. No. 6935 ,Is Fax: (305) 669-3190 r' NOT YN:D WITHOUT ANDNfTHBfT-r. "'£.ONICS 37ATLRE AND AUTHENTICATED LB#:7989 ELECTRONIC SEAL ANDAYt THSMAP S NOT VMM W M40UT THE SIGNATURE AND THE ORIGINAL RA ND SEAL. OF A LICENSED SURVEYOR AND MAPP9i I-- - Il_I.111- IF;'- - p,, - 1 .11' ^111 . .1..:., .,o....., .II — Surveyor's Legend — PROPERTY WE -__...— STRUCTURE FND FOUND IRON ARE / R.R. BEARING REffR€KE M. TELEPHONE rACILOVES CONC. BLOCK WALL NN AS NOTED ON PUT CLNTRAI. ANGLE OR DELTA U.P. UTIUTY POLL --x--x— CHAIN -LINK FENCE OR WIRE FENCE Le/ LICENSE P - BUSINESS R RAMS OR RADIAL E.U: B. ELECTRIC UTILCTY BOX --y. -y1 WOOD FENCE LS+ LCENSE / - SURVEYOR RAO RADIAL IE SEP, SFPK TANK ---a--<s -- 140E FENCE CALC CALCUUTED POINT N.R. NOR RAOM D.f, DRAINFIELO - EAu.ill SET SET PIN TYP, YYPCAL A/C AIR CONDCT R CENTER LINE ♦ CONTROL POET I.R. IRON ROD S/W SAREWALK WOOD DECK CONCRETE WNUYFNT I.P. mom 'WE DWY DRIVEWAY BENCHMARK NdO NAIL ! am SCR. SCREEN - CONCRETE ELLY CLEVAT*. PK MEAN. PARKER-KALON OWL GAR OARAGE ASPHALT P.T. POINT IN TANGEMREL CT D.H. OHOLE ENCL ENCLOSURE . P.C. POINT Of CURVATURE ® WELL N.T,S. NOT TO SCALE ERRCK / TtLE P.R.W. PERMANENT REFERENCE MONUMENT ,^^ rod HYDRANT r.F. FrJ NrSHEO FLOOR WATER P.C_C. POINT OF COMPOUND CURVATURE ® N.N. MANHOLE T.O.R. TOP Of BANK P.R_C. POINT OF REVERSE CURVATURE O.N.L. OVERHEAD CABS [.O.W. EDGE Of WATER APPRO.XCMATE EDGE Of WATER P.O.B. POINT OF BEGINNING Tx TRANSFORMER E.O.P EDGE OF PAVEMENT P.O.C. POINT OF COMMENCEMENT CATV CABLE TV RISER C.Y.L. COKRETE VALLEY GUTTER COVERED AREA - P.C.P. PERMANENT CONTROL POINT W.Y. WATER YCtER B.S.L gURLIK SETBACK lRlt t�l TREE Y fIlO MEASURED P/E POOL Cou"'VRNT S. T.L SURVEY NE i'- y POWER POLE P PLATTED MEASUREMENT COMIC CONCRETE SLAB y CEHT{R LINE 4_--. CATCH BASIN 0 OEED ESYi {AYEYFNF R/W, RIGHT -Of -WAY CALCULATED or DRAINAGE EASEMENT { fQKK JISUIr, EASEUE C ,N_,,RE",^• VIBE aS IaS(M§N' L.W.E LAKE O4 LANDSCAPE NANO E5M1 : BE {„ANOSEApf RIfFf£q EAj{M¢Nr e�. r.F. CANAL MAHYpAANCE EA5fM-;,... .. _ 0-t ROOK 0W*NANc EASEMENT L A.E- € W"IFD AOi£''S {A4ErEWZ A f. ANCHOR (ASEStHT Property Address: General Notes: 1.) The Legal Description used to perform this survey was supplied by others. 478 N.E. 92 Street This survey does not determine or is not to imply ownership Miami Shores, FLORIDA 33138 2•) This survey only shows above ground improvements. Underground utilities, footings, or encroachments are not located on this survey map 3.) if there is a septic tank, well, or drain field on this survey, Flood Information: the location of such items was shown to us by others and the information was not verified. 4.) Examination of the abstract of title will have to be made to determine recorded instruments, if any. effect this prop Community Number: 120652 erty.The lands shown herein were not abstracted for easement or other recorded encumbrances not shown on the pi Panel Number: 12086CO306L at 5.) Wall ties are done to the face of the wall. Suffix: L 6.) Fence ownership is not determined. Date of Firm Index: 09/11/2009 7.) Bearings referenced to line noted B.R Flood Zone: X 8.) Dimensions shown are platted and measured unless otherwise shown. Base Flood Elevation: 9•) N�entificetion found on property corners unless noted. 10.) Not valid unless sealed with the signing surveyors embossed seal, Date of Field Work: 01/14/2020 11.) Boundary survey means a drawing and/or graphic representation of the survey work performed in the field, cout Date of Completion: 01/31/2020 d be drawn at a shown scale and/or not to scale 12.) Elevations if shown are based upon NGVD 1929 unless otherwise noted 13.) This is a BOUNDARY SURVEY unless otherwise noted. 14.) This survey is exclusive for the use of the parties to whom it is certified. The certifications do not extend to any u nnamed parties. 15.) This survey shall not be used for construction/permitting purposes without written consent from the land surveyor who has signed and sealed this survey. Legal Description: Lot 3 and the West 1/2 of Lot 2, of Block 49, of MIAMI SHORES SECTION 2, according to the plat thereof, as recorded in Plat Book 10, Page 37, of the public records of Miami -Dade County, FLORIDA Printing Instructions: Certified To. While viewing the survey in any PDF Reader, select the File Christina White Drop -down and select "Print". Select a color printer, if available: Self or at least one with 8.5" x 14" (legal) paper. its successors and/or assigns as their interest may appear. Select ALL for Print Range, and the # of copies you would like to print out. Under the "Page Scaling" please make sure you have selected Please copy below for policy preparation purposes only: "None". Do not check the "Auto -rotate and Center" box. This policy does not insure against loss or damage by reason of the following Check the "Choose Paper size by PDF" checkbox, then click OK exceptions. Any rights, easements, interests. or claims which may exist by reason to print. of, or reflected by, the following facts shown on the survey prepared by Jose Roche dated 0113112020 bearing Job tl B-60195 : a. NO NOTES M.E. Land Surveying, Inc. Aw 10665 SW 190th Street, Suite 3110 Miami, FL 33157 ME LAND Phone: (305) 740-3319 Fax: (305) 669-3190 LB#:7989