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BP-05-1447Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 08/30/2007 Inspector: Grande, Claudio Owner: WALTERS, CLIFFORD Job Address: 310 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: MIAMI AWNING CO Permit Type: Awnings /Canopies/Tents Inspection Type: Final Work Classification: New Block: Phone Number Parcel Number 1132060135580 Lot: Phone: (305)576 -2029 Building Department Comments AWNINGS AUG 3 1 2001 AInspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, August 29, 2007 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION N5-1'm Master Permit No. FROG 1447 FBC 2004 Permit Type (circle)- Building Owner's Name (Fee Simple Titleholder) Electrical Plumbing Mechanical Roofing C- LA vJ A i.-tE 26 Phone ## Owner's Address izE. ®per City ■AoA��aa Tenant/Lessee Name State �L Zip Sp,`Va Phone # Job Address (where the work is being done) Lo City Miami Shores Village County Miami -Dade FOLIO / PARCEL # C S Zip Is Building Historically Designated YES NO Contractor's Company Name a f l."® f ,. y . \,%, 6_-t CC . Phone # SO '7 L ,Z C)? C Contractor's Address OC., ww \ Aor,E WO - 51(0 .0514 . City tt-I\ 'A t-e.‘ State F- le Zip 3? a‘et2 Qualifier Name mac.. L 2 ENI-,e‘4,, Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Phone # Square / Linear Footage Of Work: Type of Work: ['Addition ❑Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: a F � <2.' aW. , ' � � `�: Olio At•5O PA (60 LA b 7'® ® 6.- -, * **** * * *, , ** **** * * * ** * * *** * ** ** *Fe , , * ***************11*********************** Submittal Fee $ Permit Fee $ l•� --....---- - CCF $ CO /CC Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ h Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ ) . ''O) Technology Fee $ MAY 3©P M See Reverse side --* Bonding Company's Name (if applicable) °I Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) LlA- 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and 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 b approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this Z° day of fro ,20 tl,by i:.t. A� who is personally known to r e o As identifi NOTARY PUBLIC: Sign: Print 10 /W 119 0 Ii1, 7 • li7ul 'P of ....... Bonded Thru Notary Public Underwriters u1Ilb61IVdi3 EXPIRES: June 30 2008 My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) I� Signature - - - Contractor The foregoing instrument was acknowledged before me this 2. ci day of ON--1 , 20 c3_l by 14 t Ct *AE.L- ? I�.i LLB , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: TED A. L1NZE • IL' .= MY COMMISSION # DD 439608 Sign: 47,:ci n tp• Bonded Thru Notary Public Underwriters Print: My Commission Expires: Al4 tri Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 04-12404-124101 BUILDING � D 7.M17711 Q"eR 0 3 2007 b. E ��n''` Permit No. PERMIT APPLICATION "Sct ' Master Permit No. ®4,1 FBC 2001 Permit Type (circle): Electrical Plumbing . Mechanical Roofing Owner's Name (Fee Simple Titleholder) 0.ls1vt =dab aA.1 AA-..CMG Phone # Owner's Address .010 gel daT' Cityt A ► State VI_ Tenant/Lessee Name VIA Zip S3137S Phone # Job Address (where the work is being done) sib LIE. qq T City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name I,s' tA6-i t AVOVAV Li C.4. Contractor's Address %�O6 Nw 3l City t-1111 Qualifier .. ha4 L iletLLy 8 State Fil— Phone # q Zip 33142 State Certificate or Registration No. Ph. Certificate of Competency No. noc 127% Architect/Engineer's Name (if applicable) 104 Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: DAddition DAlteration ❑New ❑ Repair/Replace ❑Demolition Describe Work: e t c_ 12. a t� a� eel- a�.s.:. _ tom' * * * *** *** * *** * * * * * * * * ** * * * * *Fe s** ** * * ** *** * * **** * ** * *** * * **** Submittal Fee $ Permit Fee $ 5r CCF $ CO /CC. Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFI 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) <ays after the building permit is issued In the absence of such posted notice, the inspection will nbt be approved an, reinsp- t' .n fee will be charged / 1/ Signature r or Agent The fore oing instrument was acknowledged before me this day of ((z ,201 ,by aim A.04G1'6R5 who is personally known to me or who has produced NOTARY/ Sign: Print: eD A. 4- My Commission Expires: Signature 4,1 As identification and who did take an oa LIC: "tea a 5 9vh gm� Contractor oregoing instrument was acknowledged before me this 2" f 4/.t . , 2001, by [W;.. id is personally known to me or who has produce as identificatio d who did ******************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ) APPLICATION APPROVED BY: Chc 05113!03 Y PUBLIC: Sign: Print: My Commission xpires: , Plans Examiner Engineer Zoning �7'S7'� .-. cf .�: .a'w .,,::p' -^� � - -. �-'`� ... �v �':�rC7' l:!'�(1 /AVIIII7 I 11�11wilIhinitili7t11(1'll llnllll �(���L11f111nlIvi�rlyin /111.hr )(nal11111(l�(11Lailr �[l mine.. aza (certificate of jftame REGISTERED APPLICATION CONCERN No. ISSUED BY WEBLON INC. FOX ISLAND ROAD Pn BOX 190 PORT CHESTER 914-937-3900 it ta�ce • • • • • • • • • • .. • • • ... .. • .. • • .• • • • • NY `" DatsoYVth Performed •: :.• ei /0r/x)0 . . . . . . • • • This is't• certify that the materials described on the reverse side here fferti retardant treated (or are inherently nonflamable). 1 V FOR ASTRUP COMPANY AT 2937 WEST 25th STREET APR 0 4 2001 CITY CLEVELAND STATE OHIO 441 3B Yo Certification is hereby made that: (Check "a" or "b ") (a) The articles described on the reverse side of this Certificate have been treated with a flame - retardant chemical approved and registered by the State Fire Marshal and that the application of said chemical was done in conformance with the laws of the State of California and the Rules and Regulations of the State Fire Marshal. Nate of chemical used Chem. Reg. No. Method of application (b) The articles described on the reverse side hereof are made material registered and approved by the State Fire Marshal e. Trade name aflame- resistant fabric or material used WEBL 'CRON Reg. No F-69 The flame Retardant Process Used WILL NOT Be Removed By Washing (will or will not) PETER COHAN Name of Production Superintendent g ROBERT F. BUEHLER, ; R` SI: `: r r y Titl f C 2 2,T1LT �1 (1)Aii ATCi, ; UT1CTIUI ILI TATAPki LUATJUA ILLITR121TETMIEU ;:T7 We h "trig by certi • this to be a true copy of the original" CERTIFICATE OF FLAME R f hic been filed with the California State Fire Marshal. lfi 5i BE iI T Control/ lot Customer order #�; n 13096 58 Astrup Invoice * Product Code The ASTRUP CO MIAMI AWNING CO 3905 NW 31 AVE MIAMI FL 33142 Ay TItLWTAT T-- 50. 500 VD WEBLON CP$ r 63— 357263 0 m l.7 m rn •;9.1 co - co (D Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: 305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): RE`" ''3 ot (dal ICS 2 4e) V V 1` 550\ Permit No. S t 447 Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) lid F 6 ( L)A -L7-F1 Phone # 306 4 - 6I$ `L77 Owner's Address 3/ b qc-7 -T City / //f State rZ Tenant/Lessee Name Zip 333/38 Phone # Job Address (where the work is being done) `- .. j(j E cq City Miami Shores Village County Miami -Dade Is Building Historically Designated YES Contractor's Company Name Contractor's Address S City U( 44-11 NO Attitintti ix) Phone # Zip )?, -In -20 Zq Qualifier State iL. Zip State Certificate or Registration No. C90 ®o 127 g t Certificate of Competency No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Phone # T yp e of Work: ❑Addition ❑Alteration LINew Describe Work: ,�— - Q10 C Square Footage Of Work: ❑ Repair/Replace ❑ Demolition Submittal Fee $ Notary $ Scanning $ * * ** * * * * * * * ** * * * * * * * * * * * * * ** Fees* * * * * * ** * * * ** * ** * * ** * * * * * ** Permit Fee $ G SD e-. CCF $ CO /CC. Technology Fee $ Radon $ Zoning Bond $ Training/Education Fee $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued'on opposite side) .00T 12 PAID 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 instrument was acknowledged before me this day of , 20 by , day of , 20 by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ** * * ** * * *, off***************************************************************** * * * * * * ** * * * * ** * * * ** ** * * * * * ** * ** APPLICATION APPROVED BY: 8 /y Chc 05/13/03 * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Miami Shores Village Building Department fo050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical ,/ Roofing Owner's Name (Fee Simple Titleholder) 1/ f/oE® I#V1QL ?0/2g Phone # ZO6 - % 64 '4 ,52 7 Owner's Address 3 / 0 Al Lam, 99 V %A T - City A4 4M/ S' ®,es S1:state Tenant/Lessee Name zip 33/38 Phone # — Job Address (where the work is being done) 3 /O NO 9? 4-7-- City Miami Shores Village County Miami -Dade Zip 33 /3 Is Building Historically Designated YES NO Contractor's Company Name ,/-1/4 A-1/ 4e/i/v,fl' do Contractor's Address S g 05 , /W 3 / 41 City A! /A M/ State PG . Zip 3 ' / 1 t' Qualifier A '. 4//6/4.964 ies_fiv, Phone # SO6-5 %G Ze, 0? Architect/Engineer's Name (if applicable) /fg.r.6✓9 21W / ✓AC /6'i Phone # $ Value of Work For this Permit Type of Work: ['Addition Describe Work: I'VE 96 ' /0 ❑Alteration Gti 7g4, — Z73 -/5,i Square Footage Of Work: 4/4 New , ❑ Repair/Replace ❑ Demolition 2g ' / 5 / 4 ‘3, -C1 tt, *** ** *,r * * * * * * *x * *xx * * * * * * * *x Fees * * * * * *xx * *xx * * *xx * ** * ** * * * * * ** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ CCF $ Total Fee Now Due $ (Continued on opposite side) 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 inspection will not be approved and a reinspection fee will be charged Sign Owner or Agent The foregoing instrument was acknowledged before me this '2 1 day of fpil(gt.20 OS, by 114-0614, MO-eV* who is personally known to me or who has produced As i ntificatiion and who did take an oath. NOTARY /PUBLIC: Sign: Print: 1T7 My Commission Expires: Signature In the absence of such posted notice, the Contractor The foregoing instrument was acknowledged b e me this 1" day of % 1 4I ?t L- , 20 OS-, by / i (.4 L who is personally known to me or who has produced as identificati . d who did take an oath. 0 NOTARY PUBLIC: State Certificate or Registration No. APPLICATION APPROVED BY: Chc 10/14/03 Sign: Print: My Commission Expires: xx4edexxxxxxx* *,Y******* **xx (Certificate of Competency Holder) //��,,�� Certificate of Competency No. d e- 00 00 218/ TED A. LIKE C0 ii ' :tE MY COMMISSION # OD 439808 ° • '***,EXPIAIShome 30, 9000 Ate, 'k` Bonded itaj Nanny Rail Flsgmlfitr0 Plans Examiner Engineer Zoning ZONING CRITIQUE SHEET PERMIT # JOB ADDRESS: 3/0 PC- p'S APPLICANT: kiht re7( APPLICATIO NING S DATE / COMMENTS INIT S l� ) D5 N / #6 s j€ [.11v 7-6-e a 5 a Gtw n ifci ccica B Y r°® 3 Miami Shores Village Building Department Planning & Zoning Critique Sheet Permit No.: BP05 -1447 Applicant: Clifford Walter Job Address: 310 NE 99th St. Date July 21, 2006 Comments Color is not harmonious with community. Fabric roof material shall be colored by a factory process and shall be harmonious in color with the main building. Initials 10050 NE 2nd Avenue Tel: (305) 795 -2207 Miami Shores, Florida 33138 Fax: (305) 756 -8972 t ". 1e °Oj Y �i' \ \,i' .7° y °� °% 1'! . r r, o% �, ° f peg I % 'Y i, °Ls .• i ¢�..E '�� _ _- 1 _ • r'k�s.K � i � � lY ti L L (tE`' ' Y ' i3 � �. z S S rI. C`. }�[y'' • , ,f ti •. �• l•S R REGISTERED :: • • • • lit$ V'i4r!c Ae;rormed "� ���� ": F F -69 P FOX ISLAND ROAD •• • 914- 937 -3900 • a CITY CLEVELAND STATE OHIO 44113 c r c Certification is hereby made that: (Check "a" or "b ") a (a) The ricks described on the reverse side of this Certificate have been treated with a flame- 2 retardant chemical approved and registered by the State Fire Marshal and that the application e We hereby certify this to be a true copy of the original "CERTIFICATE OF FLAME RESISTANCE" issued to gas, "original copy" of which has been filed with the C. Hernia State Fire Marshal. The ASTRUP COMPANY By 82. 000 YD Control/lot # Quantity 1748 WEBLON CP2764 -62 JADE & WHT Customer order # Description 857264 Astrup invoice # Product Code 1052904 DADE CANVAS PRODUCTS 3470 NW 7TH STREET MIAMI FL 33125 -4014 • • ••• • ••.•• • • • • • •: • • •• • • • • • • • • •••• • • • • • • COVER SHEET ' • ••• Structural Analysis for Car:4,a Awriing: • : •::; • ••. ••.• • ••• . •••• Project: :::: ''• Cliff Walters ••' •• '• • 310 NE 99 Street North Miami, FL 33138 Page 1 of 5 R&D CNGINCCRS Research & Design Engineers, Inc. 12916 SW 133 Ct., Suite B Miami, FL 33186 Tel: 786 - 293 -1500 Fax: 786- 293 -4999 www.RnDEng.com CA# 9857 Wayne A. Sutherland, PE Structural Civil PE# 44353 •• • • Project: Cliff Walters, 310 NE 99 Street, North Miami, FL 33138.rtd 79 • • • •• ..... ) ..... . •.... • • •i• •• • • • • ▪ • SM38UIflN }MEI aNV 3aON • •••• •••• ...... • • • • • • •• • • ....:. • •▪ ..... .....▪ . • • • ..... • • •• • OOOOOO • •••• • • • ...... • • ..•. ...... • • • • • • •••• Project: Cliff Walters, 310 NE 99 Street, North Miami, FL 33138.rtd pZ =49 • 't\ tt r p1=49 \\ L X L:pZ_49 11 • • • • • •• • •••... • ••••. •••. • • ••• ••••• • • • •• •••• • • • • • • • • •• • Cases: 1 {UPLIFT} • • ••.. ONICIVO1 lH11dl •••.•. •••• • • •• • •• • • ••.•.• • • • • • •••••• • OOOOOO • OOOOO ••• • • • • ••••.• •• • OOOOOO • •• •••• • • • •••.•• •••• • • •••••. •••• • • • • • • • • Project: Cliff Walters, 310 NE 99 Street, North Miami, FL 33138.rtd to co Y` pY- 23 r • • •• • •• • • • ONI®V01 1V I31b'1 • ••• • • • •••• • •••••• • •••• • • • • • •• •• • • •••• ••• • • •• •••• • •• • ••• • • • • • • • •••••• • OOOOOO • ••••• • ••1• • • • • • • ••••• •• • OOOOOO • • • • • • •• • C;;5.w : i f;LATERALi .W w 1, tb:f t • •• •••• • • • •••••• •••• • • •••••v ••s• • • • • • • • • Section Properties •• •• ••• • • • ••• • • • • • • • • •• •• • • • • ••• • • • • • • • ••• • • • • • ••• Name HY (in) HZ (in) AX (in2) IX (in4) •'• IY (in4) :. •;• iZiin.4) • • •• • •: • : Mitteiai • •• ••. .• ••I P 0.75 1.05 1.05 0.333 0.074 0.037 0.037 STEEL A53 P 1 1.30 1.30 0.494 0.174 0.087 4047. •STEEL A53 P 1.25 1.66 1.66 0.469 0.390 0.195 .4.1/:, 5 : STL 433 • P 2.5 2.9 2.9 1.700 3.060 1.530 1530 :: kftEIL 03 • Bar Forces: MAXIMlN - Cases: 1 3 Bar FX (Ib) MY (Ibft) Length (ft) Section 1 / MAX 923 413 20.00 P 1.25EP 1 / MIN 7 -185 20.00 P 1.25EP 3 / MAX 1370 250 15.00 P 1.25EP 3 / MIN -699 -122 15.00 P 1.25EP 8 / MAX 149 353 20.12 P 1.25EP 8 /MIN -979 -232 20.12 P 1.25EP 12 /MAX 638 224 15.00 P 1.25EP 12 /MIN -1401 -137 15.00 P 1.25EP 54 / MAX -90 273 8.00 P 2.5EP 54 /MIN -850 -147 8.00 P 2.5EP 55 / MAX 90 273 8.00 P 2.5EP 55 / MIN -850 -147 8.00 P 2.5EP Reactions: Values in the coordinate system: global - Cases. 1 3 •• • •• • • •• • • • • • • i•• ••• Node /Case FX (Ib) FY (Ib) FZ (Ib) MX (Ibft) MY (Ibft) MZ (Ibft) 35/ 1 26 -0 -203 -0 0 0 35/ 3 0 -64 -0 0 0 0 65/ 1 -16 -0 -200 -0 -0 0 65/ 3 -20 -51 -13 -0 -0 -0 66/ 1 -16 0 -200 -0 -0 -0 66/ 3 20 -51 13 -0 -0 0 74/ 1 52 -27 -850 76 147 0 74/ 3 -2 -224 -90 993 -6 117 75/ 1 52 27 -850 -76 147 -0 75/ 3 2 -224 90 993 6 117 372/ 1 -192 3 -536 -0 -0 0 372/ 3 54 -133 18 -0 0 0 374/ 1 -192 -3 -536 -0 -0 -0 374/ 3 -54 -133 -18 -0 -0 0 378/ 1 142 -1 -27 -0 0 0 378/ 3 -71 -18 14 -0 -0 -0 379/ 1 142 1 -27 -0 0 -0 379/ 3 71 -18 -14 -0 0.0 0 Project: Cliff Walters, 310 NE 99 Street, North Miami, FL 33138.rtd Page: 5 • ••• • • • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• COVER SHEkT • •: . • •••• • •• •••• •••• • • •• ••.• • Structural Calculations for Canvas Awning' .• • • • •• • ••• •• . • • • • • .• • • • • • • • • • • • • • • Project: .. • • . • • • • • •.. • •.. • Cliff Walters 310 NE 99 Steet North Miami, FL 33138 R&D ENGINEERS Research & Design Engineers, Inc. Cliff Walters, 310 NE 99 Street, North 12916 SW 133 Ct., Suite B Miami, FL 33186 Tel: 786- 293 -1500 Fax: 786 - 293 -4999 www.RnDEng.com CA# 9857 Wayne A. Sutherland, PE Structural Civil PE# 44353 1 of 12 6/5/2006 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• DESIGN WIND LOADING FOR CANVAS AWNING (Height Less Than 60 ft, Roof. • p•. e lb - 30:d eg•)• ' • • . • •. • •. • • • • • • • • • • • • . • • • • • • • • • • • • • ••• • • • Wind Code: ASCE 7 -02 Wind Speed: V = 90mph Importance Factor: 1= 0.77 Mean Roof Height: Z = 15 ft Exposure_category := "C" Kn = 1.0 qz := 0.00256•Kz•Ke•Kd•V2•I Length = 15 ft Area := Length-Width •. • • • •• ••• •• • • • • • • • • • FBG! •20.0.4:330 :.4.2.•1 • • • • • • • • • • • •• • • • • • ••• •• Kd = 1.0 KZ = 0.85 qz = 13.55 psf Width = 20 ft Area = 300 ft 2 Perimeter := 2•Width+ 2-Length Perimeter = 70 ft UPLIFT LOADING Zone = "4" Pdesign gz•(GCp + GCpi) LOAD ON FRONT TRUSS GCp = –0.85 GCp; = 0.00 = –11.5 psf Pdesign Area Lb w = design W = –49 — Perimeter ft LATERAL LOADING HeightLat2 := 2.ft Lateral.' := HeightLat2•Pdesign Cliff Walters, 310 NE 99 Street, North 2 of 12 Lateral1 = – 22.95p1f 6/5/2006 • ••. • • • ••- • • • • • • • • • • • • • • • • • • • • • • • • • • • ••. • • • • • • • • • • • • • .•• • • • • • ••• CHECK MEMBER(S) #54,55 (SEE ANALYSIS PRLTQf1T) .: • • • . • • • • • • • •• • • •• • • • •• • • • • • • • • • • • • • - •••• • •• •••• • • ••• • • • Fy = 36 ksi E = 29000 ksi •• • •. • •• ••• •• • . • • • • I = 1.5296 in4••- • • r=•0.9447•in.•• •• - SECTION PROPERTIES Nominal Diameter: ND = 2.5 in OD = 2.88 in t = 0.2 in ID= 2.47in Z :– OD t S = 1.06 in3 Cross _ Sectional. Area = 1.7 in2 Weight = 5.80 —lb ft =14.16 ip:= 2070 8970 Xp = 57.5 Xr:= F Y y ksi ksi OD3 (OD – 24)3 Z = 1.45 in3 6 6 M := Fy•Z Mp = 52.3kip•in 0.448 E = 360.9 FY Xr = 249.17 (Table A -F 1.1) Mr:= Fy•S Mr= 38.3kip•in CHECK MOMENT CAPACITY (AISC LRFD) Chapter F Appendix F All equations in Table A -F 1.1 Mn, = M if A. p 0.9 4 0.0207 E + 1 •Fy•S if kp <_ k < kr OD F Y \ t / 0.303DO E S if ? >�,r <_0.448- Y t Moment_capacity := 4 b • Mn Applied_Moment = 273lb•ft Mn, = 4.36 kip -ft Moment_capacity = 3921 lb -ft Mu := Applied_Moment•1.6 Mu = 437Ib•ft if (Moment_capacity> Mu, "OK" , "NG") = "OK" Cliff Walters, 310 NE 99 Street, North 3 of 12 6/5/2006 • • • •• •• • • • • • • • • • • DESIGN FOR COMPRESSION (AISC LRFD Chapter E) L = 8.00 ft Q :_ Fcr := K•L Fv r� E (Equation E 2-4) 1.0 if a < k r. (A- B5 -13) 0.0379.E 2 + if X. >?,r t 3 FY — OD • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • •• • •• • K := 0.9 • :'. (tic 0.1i• • :�.� 14.16 • • • • . . • • • • • • • kc = 1.02 2 Q.(0.658C �O •y if kc-Y `Q <_ 1.5 0.877 •Fy if Xclro > 1.5 �2 c 0.114.E �,r :_ kr =91.83 . • • F • • • ••• •• • • • • • • y • • • • • • • • • • •• • • • • • ••• •• Q =1 (A- B5 -15) Fcr = 23.2 ksi (A- B5 -16) DESIGN FOR COMBINED FLEXURE AND AXIAL FORCE (AISC LRFD Chapter H) Axial_compressive force = 850 lb Ag := Cross_Sectional_Area Pu := Axial compressive force•1.6 Pn := Fcr•Ag Pu – 0.04 cc•Pn :_ (1)c := 0.85 A9 = 1.71n2 Pu = 1.36 kip Pn = 39.6 kip 8 Mu – 0.1 9 Ob•Mn Pu + 8 Mu if Pu 0.2 (AISC LRFD H1 -la & H1 -1b) �c•Pn 9 �4b•Mn �c'Pn I = 0.13 Pu + Mu Pu if < 0.2 if(' <_ 1.0, "OK" , "NG °) = "OK" 2•0c.Pn ePb'Mn Oc'Pn Cliff Walters, 310 NE 99 Street, North 4 of 12 6/5/2006 SECTION PROPERTIES • .. • . • • . • . • . • • • • • • • • • • • • • • •.•... CHECK MEMI3EI3 #1,8 • .•• • .• • • • • • • . • ••• (SEE ANALYSIS PRf N;i-C� T) •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • Nominal Diameter: ND = 1.25 in OD =1.66 in t= 0.14in ID= 1.38 in OD t = 11.86 OD3 (OD – 24)3 Z :_ 6 6 M P := F Y Mr := Fy•S • • • • Fy = 36 ksi E = 29000 ksi •• • • • •• ••• •• • • • • • • • • • I = 0.1947 in4e. • • r = 0.14(1in '" S = 0.23in3 Cross _ Sectional_ Area = 0.67in2 Weight = 2.27-Lb t 2070 gyp• F Y ksi Z = 0.32 in3 Mp = 11.7kip•in Mr= 8.4kip•in Alp = 57.5 8970 9+.r • FY ksi 0.448.—E = 360.9 Y = 249.17 (Table A -F 1.1) CHECK MOMENT CAPACITY (AISC LRFD) Chapter F Appendix F All equations in Table A -F 1.1 Mn := Mp if <_�p 0.0207 E +1 •Fy•S if a,p <k OD F Y t � 0.330.E E OD S if X > kr 5 0.448 FY t Moment_capacity := Applied_Moment = 413Ib•ft =0.9 Mn = 0.97 kip -ft Moment_capacity = 876Ib•ft M„ := Applied_Moment•1.6 M„ = 661 lb-ft if(Moment_capacity > M,, , "OK" , "NG ") = "OK" Cliff Walters, 310 NE 99 Street, North 5 of 12 6/5/2006 '1 • ••• • • • • • •• • • • • • -• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • DESIGN FOR COMPRESSION (AISC LRFD Chapter E) L = 7.00 ft Q :_ Fcr Kt_ Fy r -n E (Equation E 2-4) • • •• • •• • •• • • • • •• • K := 0.9 • • • ••• • �c :� 0•��• • • • •� • 11.86 • • • • • • • • • • • • • • ••• • • • 0.114 -E 2■,c =1.57 :r.: Xr =91.83 •• .F ••• •• •••• y• • • • • • • •• • • • • • ••• •• 1.0 if X. < r (A- B5 -13) Q = 1 0.0379 -E 2 + 3 if X. >�r FY t OD) C ) Q ��2 ,� Q• 0.658 •F if 7�c• Q < 1.5 (A- B5 -15) 0.877 2 Fy if kc• jD > 1.5 (A- B5 -16) • Per = 12.8 ksi DESIGN FOR COMBINED FLEXURE AND AXIAL FORCE (AISC LRFD Chapter H) Axial_compressiveforce = 979 lb := 0.85 A9 := Cross_Sectional_Area As = 0.67 in2 Pu := Axial_compressive_force• 1.6 P„ = 1.57 kip Pn = Fcr-Ag Pn = 8.55 kip Pu 8 Mu — 0.22 �c-Pn 9 (1)b•Mn I :_ 0.67 Pu + 8 Mu Pu if >_ 0.2 (AISC LRFD H1 -la & H1 -1b) Oc'Pn 9 (1)b•Mn (1)c.Pn I = 0.89 Pu + Mu Pu if < 0.2 if(' <_ 1.0, "OK" , „NG ") = "OK" 211)c'Pn 4)b'Mn (i)c'Pn Cliff Walters, 310 NE 99 Street, North 6 of 12 6/5/2006 • •• • • • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• CHECK MEMBERCS) #3,12 (SEE ANALYSIS PNV9 JT) SECTION PROPERTIES Nominal Diameter: ND = 1.25 in OD =1.66 in t= 0.14in ID = 1.38 in OD :– t = 11.86 Z := OD3 (OD – 2.t)3 6 6 M := Fy•Z Mr := Fy•S • • • • • • • • • • •••• • • FY = 36 ksi • •• • •• • • • • •• • • • •• • • • • • • • • • • •••• • • • E = 29000 ksi • •• • • • •• ••• •• • • • •• 4 • • • • • • • • 1= 0.1947 in •• • • rr.0.0'40in••• ••• S = 0.23in3 Cross _ Sectional Area = 0.67in2 Weight = 2.27 Lb ft �p 2070 8970 ?p = 57.5 Xr := Fy Fy ksi ksi Z= 0.32in3 Mp = 11.7kip•in Mr= 8.4kip•in 0.448.—E = 360.9 v X.r = 249.17 (Table A -F 1.1) CHECK MOMENT CAPACITY (AISC LRFD) Chapter F Appendix F All equations in Table A -F 1.1 Mn :_ Mp if k <_kp 0.0207 E + 1 •Fy•S if kp ■. Xr OD Fy t 0.330E E OD S if 2 >�r <_0.448 F v t Moment_capacity := epb•Mn Applied_Moment = 250 Ib•ft := 0.9 Mn = 0.97kip•ft Moment_capacity = 876 Ib•ft Mu := Applied_Moment•1.6 Mu = 4001b•ft if(Moment_capacity> Mu, "OK" , "NG ") = "OK" Cliff Walters, 310 NE 99 Street, North 7 of 12 6/5/2006 .. • • • • • DESIGN FOR COMPRESSION (AISC LRFD Chapter E) L =8.00ft K =0.9 := K E (Equation E 2 -4) := Fcr 1.0 if ? < A,r (A- B5 -13) 0.0379•E 2 Fy •(t 3 if X. > Xr OD) =1.80 ••• . • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • ••• :•: •• �c•: 0.8 . • .7.6= 11.86 • • • • • • • • • • • • • ••• • •• •••• • • 0.114.E Xr :_ kr = 91.83 • •• • • • •Fy ••• •• • • • • • • • •• • • Q. 1• • ••• •• 2 Q• 0.658C kc .F if 1.5 (A- B5 -15) 0.877 Fy if �.c.. > 1.5 (A- B5 -16) �2 c Fcr = 9.8 ksi DESIGN FOR COMBINED FLEXURE AND AXIAL FORCE (AISC LRFD Chapter H) Axial_compressive_force = 1401 lb Ag := Cross Sectional_Area Pu := Axial_compressive force.1.6 Pn = FcrAg Pu = 0.40 'c•Pn I :_ (0c := 0.85 Ag = 0.67 in2 Pu = 2.24 kip Pn = 6.55 kip 8 Mu 9 ¢b•Mn 0.41 Pu 8 Mu if Pu >_ 0.2 (AISC LRFD H1 -la & H1 -1b) (i)c'Pn 9 (i)b.Mn Oc'Pn I = 0.81 Pu + Mu Pu if < 0.2 if(I <_ 1.0, "OK" , "NG ") = "OK" 2• c-Pn (tob•Mn 4c'Pn Cliff Walters, 310 NE 99 Street, North 8 of 12 6/5/2006 • • •.• • • • ••• • •• .• • • • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• CHECK ANCHOR BOLTS @ WALL .'• ." •• •" .•. .•. • • •• • • •• • • • •. Based on 3/8" Dia x 1 -1/4" embedment into hollow b&o61c,:U$ING I�ILTI PLC p r/f ANCHORS ... • • TENSION Uninfluenced_Allowable_Tension = 400 Ib Applied tension = 192 Ib fss1 := 1.0 Load adjustment factor for Bolt Spacing fccl := 1.0 Load adjustment factor for Edge Distance fcc2 := 1.0 Load adjustment factor for Edge Distance •• • • • .• ••• •• • • • • • • • • • • • • • • • • . • •P) °f bolts = 1 Calculate Allowable Tension Toad per bolt: Tension_allowable := Uninfluenced_Allowable_Tension fssl fccl •fcc2 1.33 Tension_allowable = 532 Ib Applied tension Amount_requiredten Tension_allowable SHEAR ceil(Amount_requiredten) = 1 Uninfluenced allowable shear = 835 Ib Applied_shear = 536 Ib Fssi := 1.0 Load adjustment factor for spacing Cact 12 .in edge distance Fc1 := 1.0 Load adjustment factor for edge distance Fc2 := 1.0 Load adjustment factor for edge distance Shear allowable := Uninfluenced aliowable_shear•Fssi.Fci -Fa .1.33 Shear allowable = 1111 Ib Amount_requiredshear =_ Shear_allowable Applied_shear cell (Amount_requiredshear) = 1 CHECK ANCHORS FOR COMBINED TENSION, SHEAR, AND MOMENT Applied tension Applied_shear :_ + Tension_allowable•No_of bolts Shear_allowable•No_of bolts Cliff Walters, 310 NE 99 Street, North 9 of 12 I = 0.84 if(I <_ 1.0, "O.K." , "N.G. ") = "O.K." 6/5/2006 • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• CHECIS ANCHOR BOLTS • •• • •• @ 74 • • • •• • • • • • • •• • • •• • • • •• Based on 1/2" Dia x 3 -1/2" embedment into concrete` PSIilt3 POV�F�R4S IFASTENi OIS WEDGE -BOLT ANCHORS •• • • • •• ••• •• TENSION • • • • • • • • • • • • • • • • • • N Uninfluenced Allowable Tension = 1515 Ib o_of bolts = 1 Applied tension = 850 Ib fssl := 1.0 Load adjustment factor for Bolt Spacing fccl := 1.0 Load adjustment factor for Edge Distance fcc2 = 1.0 Load adjustment factor for Edge Distance Calculate Allowable Tension Toad per bolt: Tension_allowable := Uninfluenced_Allowable_Tension •fssl •fcc1 •fccz 1.33 Tension_allowable = 2015 Ib Applied tension Amount_requiredten Tension_allowable SHEAR ceil (Amount_requiredten) = 1 Uninfluenced allowable shear = 2165 Ib Applied_shear = 224 Ib Fss1 := 1.0 Load adjustment factor for spacing Cact := 12.in edge distance Fc1 := 1.0 Load adjustment factor for edge distance Fc2 := 1.0 Load adjustment factor for edge distance Shear_allowable := Uninfluenced _allowable_shear•Fssi.Fci •Fc2.1.33 Shear_allowable = 2879 Ib Amount_requiredshear Applied_shear Shear_allowable ceil (Amount_requiredshear) =1 CHECK ANCHORS FOR COMBINED TENSION, SHEAR, AND MOMENT Applied tension Applied_shear :_ + Tension_allowable•No_of_bolts Shear_allowable-No of_bolts Cliff Walters, 310 NE 99 Street, North 10 of 12 = 0.50 if(I <_ 1.0, "O.K." , "N.G. ") = "O.K." 6/5/2006 • • ••• • • • ••• •• •• • • • •• •• • ■ o • • • • • • • • • • • • • ••• • • • • • • • • • • • CHECIS WELD AT PIPE TO PLATe •CONNEC?1ON (AT WALL) Weld_size := 12 6 •in • •• • •• • •• • • • •- • • • • • • •• • • •• • • • •• Applied_tension := X192•Qb : : :NP : T ; • F‘„, := 60•ksi Fy := 30- k!2 in Weld_capacity := 0.707- Weld_size -¢ - (0.6 -F Capacity_of basemetal := 0.54- (Fy)•t Capacityof_basemetal = 2154.6 — Ib in Metal_capacity: = Capacity_of basemetal- Length_of weld Weid_Allowable_Ioad := Weld_capacity- Length_of_weld •• • • • •• ••• •- • • ••• • • • • •• - := 0.75 - -; :LQical:h, oLleld 4:13 in • Weld_capacity = 2.47— kp in t = 0.133in Metal_capacity = 8901.07 Ib Weld Allowable load = 9858 Ib Alowable_load := Metal .capacity if Metal_capacity <_ Weld_Allowable_load Weld Allowable load otherwise Alowable_Ioad = 8901 Ib if(Applied tension > Alowable_load , "NG" , " OK ") = " OK" Cliff Walters, 310 NE 99 Street, North 11 of 12 6/5/2006 Uplift := 850.1b Width := 2.25.ft Diameter: 36•in Diameter:= 30-in • • ••. • • • ••• •• •• • • • • • •• • .• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • ••• COLUMN FOOTING SIZING • •• • •. • •• .• • ••• @75 .• • • •• • • •• • • • • •. •.•. • • .. • •••• ••.. • •• •••• Uplift-1!5 • • • • • • • 3 VolumeRequired lb VolumeRequired = 8.50ft 150. •. • • • •• ••• •• ft 3 • • • • • • . • • • • Area := Width2 A,'b`a =:5.G6 • ft2 • • ••• •• DepthRequired VolumeRequired Area DepthRequired = 1.68 ft Depthprovided = 1.75 ft • Diameter 2 Area := Area = 7.07 ft 4 DepthRequired VolumeRequired Area DepthRequired = 1.2 ft Depthprovided = 1.25 ft n . Diameter2 2 Area := Area = 4.91 ft 4 VolumeRequired DepthRequired DepthRequired = 1.73 ft Area Depthprovided = 1.75 ft CHECK WELD AT PIPE TO PLATE CONNECTION (AT BASE OF COLUMN) Applied_tension 850.1b ND := 2.5•in Weld size:= ? -in 16 FW := 60.ksi F Y := 30• kit := 0.75 Length_of weld = 9.03in in Weld_ capacity := 0.707•Weld_size- 4) 40.6•FW) Weld_capacity = 2.4 kip t = 0.203in in Capacity_of_basemetal := 0.54•(F04 Capacity_of basemetal = 3288.6 — Ib in Metal_capacity := Capacity_of_basemetal • Length_of_weld Weld_Allowable_load = Weld_capacity•Length_of_weld Metal_capacity = 29702.89 Ib Weld_Allowable_load = 21552 Ib Alowable_load := I Metal_capacity if Metal_capacity < Weld_Allowable_load Weld_Allowable_load otherwise Alowable_load = 21552 Ib if(Applied_tension > Alowable_Ioad, "NG" , " OK ") = " OK" Cliff Walters, 310 NE 99 Street, North 12 of 12 6/5/2006 ON THE CENTER LINE 0 :NOTE: ALL BEARING HEREON ARE BASED TO THE PLAT BEARING OF - SKETCH OF BOUNDARY_SURtiEI___;__ • SCALE: 1" = o? o CL ••• • ..•• • • • • •• NE 99 STREET: • • • ::: • 20' Asphalt • •• • • •• S • •• .: ••• ••-- • • ••• • '• i TRACK & HEAD DETAIL 3%0X1 -Yz "X 2" STEEL PLATE With(1) % "X3 "HILTI HLC SLEEVE ANCHOR BOLTED INTO CONCRETE. (MIN 1Y4" EMBED) 15'' • • •• •• • • N011E:; ••• • • • ••• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• ALL PIPES 3/4"0 UNO. • •• • •• • •• • • • •• • • • • • • • •• • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • •• • • •• ••• •• • • • •.• •• • • • • ••- • • • • • • • • • • • • ••• •• PLATE DETAIL: "x3 °x6" STL. PL. TO CONC. WALL W /(2) i "X3 "HILTI HLC SLEEVE ANCHORS (MIN 1)/4" EMBED) (T'P OF 5) 14° 0 }"x8 "x8 "STL.PL TO EXISTING 6° MIN. CONC SLAB W/4 r X 4° POWERS FASTENERS WEDGE BOLTS FABRIC I - • 22'0 COLUMN 21X3 EACH IMAY TOP i la ■p 74' FOOTING DU IIL WALE 1M • STL PL ISOMETRIC TRUSS VAL. DETAIL: �� � I � Y1 I 0 I 11 I -� CONCRETE FOOTING 2' -3" x 2' -3" x 1' -9" DEEP OR 3'-0125 x 1' -3 "DEEP OR 2'-6"0 x 1' -9 "DEEP ti GENERAL NOTES: 1. ALL STRUCTURAL MEMBERS TO BE SCHEDULE 40 GALVANIZED STEEL PIPE UNO. 2. MINIMUM 5" EDGE DISTANCE FOR ALL ANCHORS 3. ALL CONNECTIONS TO BE FULLY WELDED TYP Y 4. ALL WELDS TO COMPLY WITH THE AWS CODE (LATEST EDITION). 5. ALL WELDS COVERED WITH CORROSION RESISTANCE COATING. 6. ALL STRUCTURES DESIGNED IN ACCORDANCE WITH 2004 FLORIDA BUILDING CODE AND ASCE 7 -02 (V =90 MPH, 1= 0.77). 7. NOTIFY ENGINEER OF ANY ERRORS /OMISSIONS FOUND OR IF ANY PART OF THE DRAWINGS IS NOT UNDERSTOOD. 8. OWNER HAS BEEN NOTIFIED THAT FABRIC AWNINGS WILL REQUIRE REMOVAL OF THE FABRIC WHEN A HURRICANE WARNING IS ISSUED. DRAWINGS NOT VALID UNLESS SIGNED BY OWNER/AGENT. SIGNATURE OF OWNER/AGENT DATE 9. CONTRACTOR TO FIELD VERIFY SUBSTRATE CONDITIONS PRIOR TO FABRICATION AND PRIOR TO ATTACHING FRAMEWORK. SHOULD SUBSTRATE CONDITIONS IN THE FIELD DIFFER FROM THOSE NOTED ON PLAN, ENGINEER MUST BE NOTIFIED BEFORE PROCEEDING. DRAWINGS NOT VALID UNLESS SIGNED BY CONTRACTOR (PULLING PERMIT). SIGNATURE OF CONTRACTOR (PULLING PERMIT) DATE �14' -0" MEAN ROOF HEIGHT 7' -6• SIDE VIEW N '0 z -- 0 0 0 w uu co CO 1J— PREPARED 8Y: CAN 0 O7 C Wayne A. Sutherland 6/' 0 6 Research & Design Engineers, Inc. 12916 S.W. 133 Ct, Suite B Miami, FL. 33186 786 - 293 -1500 Civil Structural P.E. # 44353 ••. • • • ••• • • • •• •• • • • • •• • • • • • • • • • • • • • • •.• • • • • • • • • • • • • ••• • • • • ••• • • •• • •• • • • •• • • • • • • • • • • • • 8J05--- [447 FCMEWEI lilt N 1,6 2006 MIAMI SHORES VILLAGE APPROVED ZON.NG S Ru. TURr+L ELE "TR:CAi PLUMBING MECHAN :AL B.DG. SUBJECT TO COMPLI i.E WITH LL t EJERAL, STATE AND COUNTY RULES AND REGULATIONS. (600 vA-41 • w z J ce Z w w x z O o• - SKETCH OF BOUNDARY_SUR_V_E_Y__- ._ SCALE: 1" = - .CL NE-99 -STREET 20' Asphalt Brick 21.00' 23' Parkway BC 6 F,I.P.1/2" 20000' REVISIONS LOT 9 BLK 41 F,I.P.1 /2" Q 0 a U to 100.00' 5' Conc. Walk F.I.P. 1/2 0 0 O U ro (■ 630' LOT 8 14.10' 10.70' LO 8 c m 8. co 17.00' 4' CLF On/PL 6' WF ONPL .4a 30.70 • LOT7 0 CO r\ 15.70' 15,00 TWO STORY RESIDENCE # 310 (CBS) 31.80' 3'x4 NC 6.00' b 12.20' 9.60' JA11.5' 19.60 One Story d Garage c..) Shed CBS rq.. Storage • rd ,I _►`� 19 6x F.I.P..1 ?I __ F.P.L PP J O a � Tile 4 10' Asphalt 7.80' 3.5' Pool Pump O LOT 6 BLK 41 5' CBS Wall 0.30' CL _ o7 Ti F.1.13.112" /kW' 'nun a `''ALLEY ' _ PP (FLOOD ZONE INFORMATION) ZONE COMM PANEL SUFFIX DATE BASE • /Jr. -r A-GLE ` • /adG5� 93 ••7' c'7 -/715 A)/,4 NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL FOR : d -' IC(�/L z 4t)A.Nv"'..E.y wA JOB NO: 00// PROP- ADD: 3/0 /U, " $772E? J M/474/ °5 /2�i ,E1 l FIELD DATE: //- °20 -1JO FIELD BOOK: /e/�� SUBDIVISION: A/M/ 1/ 67-10/2.5-5 EGT 1914 ,E' �� A, /I/ A � COUNTY, FLORIDA LEGAL DESCRIPTION / LOT: B PLAT BOOK: /O LOCATION SKETCH /p0 SCALE: 1° _ BLOCK: 4/ PAGE: /O OF: •? /E % ST�E�T ,� U. ,, ,, pp A , , • /Jr. -r A-GLE ` • /3 //,/ f L CJ /7 l /5- /6 CERTIFIED TO: d,4/ -F021) a AJ.44.iskey wA j.t.ite)/7 Eel //o47-6A64 60,e,o,e4I T7 aN 6OAQ4I)t`t Tx. v.67 24. 7777 -E 4 7o2L). y i., T /%Le- //V SeJ 4.30-..,E FOVL'' J iAJC THIS PROPERTY IS M O ag THAN 2 MILES AWAY FROM THE MIAMI-DADE COUNTY LAKE BELT AREA ABBREVIATIONS: SWK= SIDEWAUC CBS = CONCRETE BLOCK STRUCTURE, CLF =CHAIN UNK FENCE, PL= PROPERTY UNE, DUE = DRAINAGE UTILITY EASEMENT, IP =IRON PIPE, F= FOUND, NC =AIR CONDf1)ONER PAD, P /C= PROPERTY CORNER, D/H= DRILLED HOLE, W/F= WOODEN FENCE, RES= RESIDENCE, CL= CLEAR, P.B= REBAR, UE= UTILTY EASEMENT, CONC= CONCRETE SLAB. R/W =RIGHT OF WAY, DE= DRAINAGE EASEMENT C/L= CENTER UNE, O= DIAMETER, TYP= TYPICAL, M= MEASURED, R=RECORDED, ENCR= ENCROACHMENT, COMP= COMPUTER, ASPH = ASPHALT N/D =NAIL & DISC. S =SET, FFE= FINISH FLOOR ELEVATION, O/S= OFFSET, P/P=POWER POLE, OHP= OVERHEAD POWERUNE, WM =WATER METER SURVEYOR'S NOTES: 1.) THE SURVEY OF THE PROPERTY SHOWN HEREON IS IN ACCORDANCE WITH THE DESCRIPTION FURNISHED BY CC.I 2.) UNLESS A COMPARISON IS SHOWN, ALL BEARINGS, ANGLES, AND DISTANCES SHOWN ARE THE SAME AS PLAT VALUES. 3.) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT AND THE SAME, IF ANY MAY NOT BE SHOWN ON THE SKETCH. 4.) UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENT WERE NOT LOCATED. 5.) FENCE TIES ARE TO THE CENTER UNE OF THE SAME. 6.) WALL 11ES TO THE FACE OF THE SAME. 7.) ELEVATION WHEN SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM (1929) UNLESS OTHERWIS NOTED. 8_) THERE ARE NO ABOVE GROUND ENCROACHMENTS OTHER THAN THOSE SHOWN. 9.) THIS SURVEY IS FOR MORTGAGE PURPOSES ONLY, NOT TO BE USED FOR CONSTRUCTION PURPOSES. I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF ABOVE SURVEY OF THE ABOVE DESCRIBED PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MYDIRECTION, AND MEETS MINIMUM TECHNICAL STANDARDS SET FORTH BY NE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 21 HH-6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA STATUTES k JOSE L. SANF : L GISTERED LAND SURVEYOR #5636 STATE OF FLORIDA LB #o0 ®:874 GLFBAL Land Surveying Services OFFICE: 7535 WEST 24TH AVENUE PHONE: (305) 512 -4225 HIALEAH, FLORIDA 33016 FAX (305)512 -1914 ON THE CENTER LINE 0 75.00 Total RIW SKETCH OF SOUNDARY_SUR_V_EY SCALE: 1" = r D el. NE 99 STREET 20' Asphalt 8 Brick 21.00' 23' Parkway F.I.P. 112" 200.00' LOT 9 BLK 41 O 100.00' 5' Conc. Walk F.LP.112" /\ n D LOT 8 . LOT 7 1=12.20' N 6.30' 17.0Y 14.10' p , c 15.00' TWO STORY RESIDENCE 1.9Y # 310 (CBS) Tile 6.00' 6.00' Tile J A11.50' 4 CLF On/PL 6' WF On/PL $J O 8O a 4 Pool Pump V 11.50 r 15.00' . i 42.40 F.I.P..1 F.P.L PP 10' Asphalt • .100.00' F.P.L 15-1. ALLEY PP LOT 6 BLK 41 5' CBS Wall 0.30' CL F.1.P.1/2' (FLOOD ZONE INFORMATION) ZONE COMM PANEL SUFFIX DATE BASE • /5 ,4/LEY g0oba 93 `7' 07-/715 A/A REVISIONS NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL FOR : C-4-/ PROP. ADD: 3/0 ,U� &A/l.).5. A>AL7 - - /.2.s JOB NO: 00/1 -%y f ,.5.7ZEE / M/474/ /26 S,FI ✓J FIELD DATE: //- ''20 -12° LEGAL DESCRIPTION / LOT: gl B PLAT BOOK: /0 LOCATION SKETCH/0°f SCALE: 1" = BLOCK: A FIELD BOOK: SUBDIVISION: fl/, / 1/ 5',*7/2 , 'e"-c.:77€22,4 mm E PAGE: 70 OF: MI -- A ILE. COUNTY, FLORIDA /t1E 772-E n ,, •••r d 5' • /5 ,4/LEY 13 M1 f21_c c!- 4/ /7 ic. / /4, CERTIFIED TO: G/,cIFir021) 0.14 key wALT E S de, /1/0476A64 CrePO.e.4770N 6oA tary 772ri .6 r 24. 77 77--E , oA/C' 6/J ;vC,E, FU.Ub, /Aid 4 rro2,t).ey's Tsrz6 THIS PROPERTY IS /"r O Y+ti THAN 2 MILES AWAY FROM THE MIAMI-DADE COUNTY LAKE BELT AREA ABBREVIATIONS: SWK= SIDEWALK CBS = CONCRETE BLOCK STRUCTURE, CLF =CHAIN LINK FENCE, PL= PROPERTY UNE, DUE=DRAJNAGE UTILITY EASEMENT, IP =IRON PIPE, F= FOUND, A/C =AIR CONDITIONER PAD, P /C= PROPERTY CORNER. DM= DRILLED HOLE, W/F= WOODEN FENCE, RES= RESIDENCE, CL =CLEAR, RB =REBAR UE= UP,LITY EASEMENT' ASEMENT, CONC= CONCRETE SLAB. RAV =RIGHT OF WAY, DE= DRAINAGE EASEMENT C/L =CENTER UNE. O= DIAMETER, TYP =TYPICAL, M= MEASURED, R= RECORDED, ENCR = ENCROACHMENT, COMP = COMPUTER ASPH= ASPHALT N/D =NAIL & DISC. S =SET, FFE= FINISH FLOOR ELEVATION, O /S= OFFSET. P/P =POWER POLE. OHP= OVERHEAD POWERLINE. WM =WATER METER SURVEYOR'S NOTES: • - 1.) THE SURVEY OF THE PROPERTY SHOWN HEREON IS IN ACCORDANCE WITH THE DESCRIPTION FURNISHED BY C(ri E 14 7- 2.) UNLESS A COMPARISON IS SHOWN, ALL BEARINGS, ANGLES, AND DISTANCES SHOWN ARE THE SAME AS PLAT VALUES. 3.) THE LANDS SHOWN HEREON WERE NOTABSTRACTED FOR EASEMENTS OR OTHER RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT AND THE SAME, W ANY MAY NOT BE SHOWN ON THE SKETCH. 4.) UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENT WERE NOT LOCATED. 5.) FENCE TIES ARE TO THE CENTER UNE OF THE SAME. 6.) WALL TIES TO THE FACE OF THE SAME. 7.) ELEVATION WHEN SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM (1929) UNLESS OTHERWIS NOTED. 8_) THERE ARE NO ABOVE GROUND ENCROACHMENTS OTHER THAN THOSE SHOWN. 9.) THIS SURVEY IS FOR MORTGAGE PURPOSES ONLY, NOT TO BE USED FOR CONSTRUCTION PURPOSES. I HEREBY CERT1FYTHAT THE ATTACHED SKETCH OF ABOVE SURVEY OF THE ABOVE DESCRIBED PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION, AND MEETS MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 21 HH-6 FLORIDAADMINISTRATNE CODE, PURSUANT TO SECTION 472.027 FLORIDA STATUTES JOSE L. SANF s L GISTERED LAND SURVEYOR #5636 STATE OF. FLORIDA LB # o00‘874 GL BAL �..l VIENSI®NIS INIC4 Laud Surveying Services OFFICE: 7535 WEST 24TH AVENUE PHONE: (305) 512 -4225 HIALEAH, FLORIDA 33016 FAX: (305) 512 -1914 TRACK & HEAD DETAIL {'X3°Xr STL PL IN TO CONC. WALL W/ (2) r X 3" HILTI HLS SLEEVE ANCHORS (MIN 1 I' EMBED) (TYP OF 5) f3X1 -X "X2" STEEL PLATE W /(1)%e" X 3" HILTI HLC SLEEVE ANCHOR BOLTED INTO CONC. (MIN 1 i" EMBED) PLATE DETAIL 15, GENERAL 1. ALL 81R 38261313q3 70 BE ASA SCHEDULE 40 GALVANIZED 2. PL. COMECTIONS 70 BE FULLY WELDED TYP 1 3. ALL WELDS 70 COOLY WIIH71EAW3 CODE (WEST EDITION) t ALLWELDS COVERED WITH CORROSION RESISTAi COATING. IL AU. SRUC7IRE8DE DINACCORDANCEYMN2334FLOtD1 BUO.D043 coce AND ASCE742(11401RH,10.77). 8. MP( ENOOCEROFANY ERRORSOPIOSSIONS MUM] CLIF /NY PART OF THE D AWNGS13NOTUNDERSTOOD. 7 . FABRIC AWNINGS WLL REQUIREREMOVALWHENA HURRICANE -00- 14'-0° MEAN ROOF HEIGHT 0', FABRIC LINE 2r0 ° x 8° x 8° STL PL TO EXISTING 6° MIN. CONC SLAB W/4 3° X 4° POWERS FASTENERS WEDGE BOLTS (TYP OF 2) SIDE VIFW PERMIT #:1'); (1)- 14-40 Miami Shores Village TRUSS VAL. DETAIL: APPROVED BY DATE ZONING DEPT ISOMETRIC BLDG DEPT SUBJECT TO COM CE WITii ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Wayne A. Sutherlan Resiarch & Design Engineers, Inc. 1,410 5..133. Ct, Suite S Miami, R. 33186 T8E -293 4504 Civil Sbletural P.E. # 44353 8 z �1 1 O C.C. # MO0012781