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1290 NE 101 St (14)PROCESS # FOLIO # H.C.O.R. 4.93' ELEVATION (CROWN OF ROAD) 16655 SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME JULIO ESTEBAN SERRANO & GLORIA SERRANO BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1290 NE 101 STREET CITY MIAMI PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) TRACT A, GORDON TRACT, PB 55.20 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE /LONGITUDE (OPTIONAL) HORIZONTAL DATUM: ( # #o - # #'- # #. # #" or ##. o) n NAD 1927 n NAD 1983 31. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME VILLAGE OF MIAMI SHORES 120652 MIAMI - DA Section D or Section G, as appropriate, to document the datum conversion. Datum N.G. V.D. Conversion /Comments Elevation reference mark used BM NO: 8 - IA a) Top of bottom floor (including basement or enclosure) 8.90' ft -(m) d ❑ b) Top of next higher floor N/A ft -(m) v 2 I=1 c) Bottom of lowest horizontal structural member (V zones only) N/A ft - (m) o rj ❑ d) Attached garage (top of slab) 5.64' ft -(m) E c w (0 ❑ e) Lowest elevation of machinery and /or equipment 45 2 servicing the building (Describe in a Comments area) 5.96' ft -(m) E 1 ❑ f) Lowest adjacent (finished) grade (LAG) Z - ❑ g) Highest adjacent (finished) grade (HAG) 5 ft u . ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A ❑ _ i) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. cm) TITLE 11 0 ADDRESS / �0 FEMA Form r ' y 2003 SIGNAT SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION rofessional Surveyor & Mapper FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE 300 S. W. 107th Avenue Suite # 214 Important: Read the instructions on pages 1 -7. STATE FL Does the elevation reference mark used appear on the FIRM? DATE SOURCE: O.M.B. No. 3067 -0077 Expires December 31, 2005 ZIP CODE F- GPS (Type): ❑ USGS Quad Map I V) For Insurance Company .Use: Policy Number Company NAIC Number B3. STATE F Other: 610 In t he source of the Base Flood Elevation (BFE) data or base flood depth entered in 89. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B1 1. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVID 1988 ❑ Other (Describe): B1 2. Is the building located in a Coastal Barrier Resources System (CBRS) area or Othewise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: n Construction Drawings n Building Under Construction' Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed -. see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 430, V (with BFE), AR, AR /A, AR/AE, AR/AI -A30, AR /AH, AR /A0 Complete Items C3. -a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of [ 1 Yes COMPANY NAME MARIO PRATSJRANDASSOCIATES, INC. CITY STATE ZIP CODE Miami Florida 33174 TELEPHONE November 25, 2003 305 - 551 .6000 I/I This certificaticn is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001 CERTIFIER'S NAME LICENSE NUMBER ario Prats Jr. P.S. M. No 3332 No See reverse side for continuation. Replaces all previous editions B4. MAP AND PANEL NUMBER 12025C0093 B5. SUFFIX J B6. FIRM INDEX DATE JUL 17, 1995 B7. FIRM PANEL EFFECTIVE/ REVISED DATE MAR 2, 1994 B8. FLOOD ZONE(S) AE B9. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) 9.00' PROCESS # FOLIO # H.C.O.R. 4.93' ELEVATION (CROWN OF ROAD) 16655 SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME JULIO ESTEBAN SERRANO & GLORIA SERRANO BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1290 NE 101 STREET CITY MIAMI PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) TRACT A, GORDON TRACT, PB 55.20 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE /LONGITUDE (OPTIONAL) HORIZONTAL DATUM: ( # #o - # #'- # #. # #" or ##. o) n NAD 1927 n NAD 1983 31. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME VILLAGE OF MIAMI SHORES 120652 MIAMI - DA Section D or Section G, as appropriate, to document the datum conversion. Datum N.G. V.D. Conversion /Comments Elevation reference mark used BM NO: 8 - IA a) Top of bottom floor (including basement or enclosure) 8.90' ft -(m) d ❑ b) Top of next higher floor N/A ft -(m) v 2 I=1 c) Bottom of lowest horizontal structural member (V zones only) N/A ft - (m) o rj ❑ d) Attached garage (top of slab) 5.64' ft -(m) E c w (0 ❑ e) Lowest elevation of machinery and /or equipment 45 2 servicing the building (Describe in a Comments area) 5.96' ft -(m) E 1 ❑ f) Lowest adjacent (finished) grade (LAG) Z - ❑ g) Highest adjacent (finished) grade (HAG) 5 ft u . ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A ❑ _ i) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. cm) TITLE 11 0 ADDRESS / �0 FEMA Form r ' y 2003 SIGNAT SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION rofessional Surveyor & Mapper FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE 300 S. W. 107th Avenue Suite # 214 Important: Read the instructions on pages 1 -7. STATE FL Does the elevation reference mark used appear on the FIRM? DATE SOURCE: O.M.B. No. 3067 -0077 Expires December 31, 2005 ZIP CODE F- GPS (Type): ❑ USGS Quad Map I V) For Insurance Company .Use: Policy Number Company NAIC Number B3. STATE F Other: 610 In t he source of the Base Flood Elevation (BFE) data or base flood depth entered in 89. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B1 1. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVID 1988 ❑ Other (Describe): B1 2. Is the building located in a Coastal Barrier Resources System (CBRS) area or Othewise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: n Construction Drawings n Building Under Construction' Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed -. see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 430, V (with BFE), AR, AR /A, AR/AE, AR/AI -A30, AR /AH, AR /A0 Complete Items C3. -a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of [ 1 Yes COMPANY NAME MARIO PRATSJRANDASSOCIATES, INC. CITY STATE ZIP CODE Miami Florida 33174 TELEPHONE November 25, 2003 305 - 551 .6000 I/I This certificaticn is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001 CERTIFIER'S NAME LICENSE NUMBER ario Prats Jr. P.S. M. No 3332 No See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1290 NE 101 STREET CITY STATE ZIP CODE MIAMI FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. . • El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is ft.(m) in.(ctn) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is ft.(m) in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is ft.(m) in. (cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. The property owner or owner's authorized representative who completes Sections A, 8, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA- issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) FEMA Form 81 -31, January 2003 SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION CITY DATE TELEPHONE SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Gt. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for:❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: TITLE TELEPHONE DATE For Insurance Company Use: Number': Company'NAIC Number El Check here if attachments STATE ZIP CODE ft-(m) Datum ft-(m) Datum' ❑ Check here if attachments ❑ Check here if attachments Replaces all previous editions F•3 (.3 ro‘,2. 4/23/04 Date Notice of Preventative Treatments for Termites (As required by Florida Building Code (FBC) 104.2.6) Krypton Pest Control Co. 2215 West 78th. St., Hialeah, FL 33016 Dade: (305) 828 -2999 / Broward: (954) 779 -1535 1290 NE 101 STreet,Miami Shores, Fl. Time 12:30 P.M. DRAGNET PERMETHRIN 36.8% 41 GALLQNS Product Used Chemical used (active ingredient) Number of gallons applied 0.05% 406 SF Percent Concentration ADJOINING SLAB cceza zw, Address of Treatment or Lot/Block of Treatment Area trreated (square feet) Linear feet treated Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104.2.6- If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line ez ., 2 0 Anthony —Al_va r e z Applicator 1 Client: F&F Engineering Order # 04 -0311 Address: 7575 West Flagler Street, Suite 2 -A, Miami, Florida 33144 Date: 4/27/04 Project: Single Family Residence Gauge # 4970 Address: 1290 NE 101 St, Miami Shore Phone No: 305- 885 -5436 /FAX- 305- 885 -3678 Attention: Ms. Loly Lab ID Location. 04 -03320 Addition of the House room Slab on South East area 04 -03321 Addition of the House room Slab on Center area 04 -03322 Addition of the House room Slab on North West area 7.8 9.3 Laboratory Identification Number. 04 - 03320 04 - 03321 04 - 03322 Checked By. WQ Test Number 7 8 9 Depth in Inches. 12" 12" 12" Field Density .LB /Cu Ft. (Dry Density) 102.4 105.0 102.9 Moisture Contents. 10.1 7.8 9.3 Maximum Density In the Field ( %) 98.1 100.6 98.6 Compaction Requirement by Specs % of Maximum Density. 95% 95% 95% 100% Maximum Density (Lab) 104.4 104.4 104.4 Proctor T- 180 AASHTO Method C 04 - 0339 04 - 0339 04 - 0339 Optimum Moisture ( %) 8.6 Reported By. Abbasi Checked By. WQ Typed by: YP 4! Back Fill Sampled By: All State Engineering and Testing Consultants, Inc. TESTING LABORATORIES - ENGINEERIS - INSPECTION SERVICES - CHEMISTS - DRILLING - ENVIRONMENTAL SERVICES 2380 West 78 Street Hialeah Florida 33016 Tel: (305) 888 - 3373 Fax: (305) 888 -7443 Field Density Test of Compacted Soils ASTM Method: D- 2922 -81 Description of Material Fine silica sand Sub grade Salahuddin Abbasi Tested By. Base rock Respectfully submitted by, aseem Quadri P.E.# 1481 Special Inspector Threshold Bldg. # 1154 ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. Salahuddin Abbasi Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants, Inc. is not to be held responsible. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle • Buildin Owner's Name (Fee Simple i :: 4.r7ZZ0/V Owner's Address /&70 /l/E /041 , City / / /kle,' State , Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name Contractor's Address $ Value of Work For this Permit -4. I'N3 Submittal Fee $Sn. Notary $ Scanning $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Training/Education Fee $ Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1li"5 //z Type of Work: ❑Add on A ❑Alteration ❑New Describe Work 644.47)✓ Am at/ /my Tv(c o fe'd Jroog'�. dore/: Permit No. Master Permit Nt . P 0 3^ L Electrical Plumbing Mechanical Roofing Structural Plan Review.$0,. fp",j 1 `1 N t6°7‘ .4 CiL-eif/Jivd Phone # fOf 1f7-f7 // # /0 40 C - 2 -/. / . Zoning Zip Z3 /Zg Phone # County Miami -Dade Zip NO City State Zip Qualifier Phone # Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * * F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** o - Permit Fee $ ❑ Repair/Replace ❑ Demolition or/ ,IN/ Z'J/ / Am, 0W CCF$ Technology Fee $ Bond $ CO /CC 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 Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _ , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: Chc 12/15/03 Signature Contractor The foregoing instrument was acknowledged before me this day of ,20by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 0-L. 5A/04- shyer Plans Examiner Engineer Zoning Miami Shores Village Building Department p:to tioiAA Permit No. Page 1 of 2 BUILDING CRITIQUE SHEET SECOND CRITIQUE BP 03 -1588 1. Still need to submit building, electrical, mechanical, plumbing, tatOOR, and shutter permits along with all required paperwork. 10050 N.E.2 Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 2. Still need to provide detail for support of roof and roof jacks on gable end where jacks are not bearing. Follow the procedures for submission of corrected plans for your resubmittal. PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THE SHEET VOID. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. VILLA GE MIAMI SHORES BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date lo kAkoq Type Insp'n J a � Permit No. 1? O S Name Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee GS-1 -600A 1290 N..E. 10( T'S tisvi - os- S40 v 0 9ua I SHORES VILLAGE MIAM S O S BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date (o U °`) Type Insp' n J tl.SlG Permit No. � `') `S g Name G s4-60 AM _&Q1 "..A - C) Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee (2_90 N-E. /0( s 1` tlic* Qn5 rist -K�.v .dos- -?sg 5'40 v (57f ►1+l0 y MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 15 Type Insp'n 1 r cr Permit No. ? O 3 - SY Name aS€) 1 C _Q • Address rZ v L to 1 T Company Phone # Inspection Date 4 \ Approved ❑ Correction Re-Insp'n Fee ❑ Pittat . ftei " L r 7 1 5 1 /1/1/55iA cieLard: 6) (r5 A -y CoviN4A. 1533 • MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date S[3 i1O' Type Insp'n Permit No. ?::)? .-- (5 o O Name C5 ' Qiv —O Address a © Lt 1 O ( ST Company F o—'�d F - ejLe Phone # J � (-) ci\t loLe Inspection Date Approved Correction Re- Insp'n Fee Date /II /05 Type Insp'n Tina! / 3 0 I d 0 Permit No. e:PD 158 NameJV) ID ¥ 6010 ri' D 5e r )(Ono Address 1190 NE Ill 5r Company ENq I r 1 nCa Phone # (8 ) B F - , obO Inspection Date 7/ / Z 1 U5 Approved Correction Re- Insp'n Fee t$1t °� MIAMI SHORES VILLAGE. - yQs' BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 11/10/03 Miami Shores Village Building Department ; • . • Perniit No: • :•Jobistathe BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:t305) 7952204 Fax: (305) 756.8972 q. i s Miami Shores Village Building Department MECHANICAL CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1 7(•7 / J 6'1-3 Permit No. Job Name e �a4 .SZ, .c/ Qe.„ / 0.7 ) PERMIT NO. • .' ADDRESS: MIAMI SHORES VILLAGE BUILDING 1 ZONING DEPARTMENT' SECTION BY - Y DA ZONING' • ELECTRICAL MECHANICAL. PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to compilancs with alt Federal. State. County,Ydlage rules tad regulations, Wage assumes no responsibility for accuracy oflor results from these Bans. 2. This copy of plans must be available on building site or no Inspection Mil be condoctad. JOB ADDRESS / Y0 /r770/ s7 APPLICANT PHONE It APPUCATION CRITIQUE SHEET SHEET OF • MISCELLANEOUS DATE ZONING COMMENTS 44 _91 . _ /9 A (. , 7,5) /( /9tLo b(J�� -� 606k. i([7/0? ZvNF 15 R F/fric;e INITIALS OcC,6 4 tit, - k oc" (S d Co rt-ooD C"GEIP1?ioiti Miami Shores Village Building Department ELECTRICAL CRITIQUE SHEET 9' J /�� ( S , 7z P /A0 ,446 A- / lid �� LG�L , a 7 - 7 � ye 72 kei�hs /`,1 ' > � 7 ,4 a9 ; 2 ,- �G�G 7 / 7 7� 0,t- t.a'} // › 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No..7 Job Name wA.n.,e2x..,/,— Mr. Esteban Serrano 1290 NE 101 St. Miami Shores , Florida 33138 RE: / Architectural Services Zoning Permit Approval Dear Mr.Serrano, Sincere regards, De- B. LEWIS, AIA Principal Dean B. LEWIS ARCH TECT Project Permit Number BP2003 -1588: Renovated Porch @ 1290 NE 101 St., Miami Shores We suggest you submit the following letter to the Zoning Department Plans examiner in order that he may consider all the issues regarding the finished floor of your renovated porch project. Do not hesitate to request that the examiner Mr. Al Berg, call me directly if he has any questions. Miami, Oct. 31, 2003 100 NE 38 ST. - 2 / MIAMI, FL. 33137 / T 305.572.1220 FX 305.572 9161 Architect AR0017357 Interior Design ID0004536 Committed to excellence in service and design. City of Miami Shores Zoning Dept. Mr. Al Berg Dean B. LEWIS 1 All new window sills will be placed at + 9.0 ft If you have any additional questions, please call me directly at: 305 - 572 -1220 Sincere regards, DB. L IS AIA Miami, Oct. 31, 2003 RE: / Zoning Permit Approval Project Permit Number BP2003 -1588: Renovated Porch @ 1290 NE 101 St., Miami Shores Dear Mr. Berg, Regarding the finish floor level, of my client's porch renovation, currently at + 8.4 ft , where the main existing house is at + 8.9 ft, we respectfully request that you consider the following methods of flood protection in order that we may keep the existing finish floor level at + 8.4 ft: In order avoid undue hardship required to raise the entire renovated area up to meet the existing house, We respectfully request you accept the following solutions: 2 At new doors of renovated porch we will provide movable flood -gate panel to slide into place in order to also maintain + 9.0 ft flood protection level at renovated porch. Understanding that this renovation work is largely inferior to 50% of the currently appraised value of the residence, we hope you will accept these 2 methods of flood protection acceptable. 100 NE 38 ST. - 2 / MIAMI, FL. 33137 / T 305.572.1220 FX 305.572 9161 Architect AR0017357 Interior Design ID0004536 Committed to excellence in service and design. MIAMI -DADE DEPARTMENT OF PROPERTY APPRAISAL 111 NH 1 STREET SUITE 710 MIAMI, FLORIDA 33128 -1984 01 JULIO E SERRANO 8W GLORIA 1290 NE 101 ST MIAMI SHORES FL 33138 -2609 R/E FOLIO: 11- 3205 - 014 -0010 MILLAGE CODE: 1100 11 111 111 1111111111111111111111 11111111111111 • I1 111111(1111111 01 196958 A NOTICE OF PROPOSED PROPERTY TAXES AND PROPOSED OR ADOPTED NON -AD VALOREM ASSESSMENT DO NOT PAY THIS IS NOT A BILL The taxing authorities which levy property taxes against your property will soon hold Public Hearings to adopt budgets and tax rates for the next year. The purpose of these Public Hearings is to receive opinions from the general public and to answer questions on the proposed tax change and budget Prior To Taking Final Action. Each taxing authority may Amend or Alter its proposals at the hearing. 5 53 42 GORDON TRACTS TRACT A Property Addr: 1290 NE 101 ST PB 55 -20 Taxing Authority County Piblic,Schools: ByState Law' By Lora Miami ,Shores Watei�Mana 0istrc Eve „ r r,• is F i r. Voter Approval Oeb Payments Coirity . School Fire Miami Shores Total Property Taxes Your propeity value :art Year: 2002 Your property value "'' this Yeary2003'i? ' �.Le'vying Aut6orlty Your property taxes last year 2459.96 2463 . .16 2250.58 113.26 223.61 22.94 149.58 7 LUMN *; °Mailief Value . 48 3 372 Your taxes this year if proposed budget change is made 5577.13 3745.83 1728.55 5039.96 . 88.24 65.03 25.04 • 325.16 185.34 443.52 51.38 334.98 17910.16 Assessed Value 315898 414+ G;, 675318' Your taxes this year if no budget change is made 4987.94 3413.52 1575.92 4536.10 185.34 443.52 - 51A8," .` 334.98 , 15965.06 COLUMN 2* COLUMN 3* xen ptions 25500 00 OR ADOPTED'.NON,-AD VAL.OREM Purpose of Assessment A public hearing on the proposed taxes and budget will be held: 9/03, 5:01 PM, COMMISSION CHAMBERS 111 NH 1 ST, MIAMI, FL (305) 468 -5900 • 9/10,, /5 Ol 14'' r SCHOOI?,BOARD}AUDITORIUM;; '�14 AV AlQst.Fl. (305 1226 10050 7. :00 PMs VI L LA GGE I :731 -;5 795 r `t'2 �. 2AVE ' (305 - 2209 {'i 'rear "`�� ` c' ,'a" ^ +..� hrn a. +Eb t rY4 1 + 'O94 5 15 PM, � l t°IST� w 'AUDITORXL*l' s 33O1��G CL U RD { t ' M PB tr '` t ( 686' : 8800 aV a; 4� r,;,?'vdM1. iKv� f."!•i gfMR� •d'+�:i Ft M �l.�.A:h,> 4 5 30r PM,t 4T0HN COINCILI-tHAMBERS, t ° `' ` MILITAR* ,, 2 ,JUPITER�s(561 +1Z 627 S`r5 Ol SCHOOL,I;BOARD+�"AUDITORII'J<'1 ' NE AV Eil*AMI', L i A 375 :535 REFER TO c0(1 I( :PURL +IC�HEARING.ABOVE. <: REFER.TO PUBLICISCHOOL HEARING ABOVE REFER '�T0 iC0U1TY 3 .PUBLIC H E AR ING REFER pT0 MIAMI,�SHOR SHEARING ; . A BOVE . + * SEE REVERSE ISIDE FOR .EXpLANATIONS: ? . Taxable Value ,, c i I r `" at . � Sr;Taiiable'* ;- 290398 ..' 0 Assessment • 0.007 Total (This amount is included in Total Property Taxes above) If you feel the market value of your property is inaccurate or does not reflect fair market value, contact your county property appraiser at: (30 375 4081 111;NW 1 STREET 0111 FLOOR (8':30 AM TO 4:30 PM) Iffthe'property appraiser office i unable to resolve' the matter as te•markeeNalue, you may file a petition for adjustment <with' the value'adlustment - boa petition forms are available: from the ,county property appr and m ust be be on or liefore:' 47, 2003 Your final tax bill may contain non ad valorem assessments"whtth may not be reflected on this notice •such as "a'ssessmeiits "forTFoad "s; dcatnage, R x7 / 2 61 garbage; fire, lighting water; sewer,' or other "gov services and facilities which may be levied by your county, city or any special district. R: 07%204 Taxing Authority Your property taxes last year Your taxes this year if proposed budget change is made Your taxes this year if no budget change is made A public hearing on the proposed taxes and budget will be held: • County 2459.96 5577.13 4987.94 9/03, 5:01 PM, COMIISSION CHAMBERS 111 NM 1 ST, MIAMI, FL (305) 468 - 5900 Public Schools: By State Law 2463.16 3745.83 3413.52 9L10 , • ,5:01`OM; SCHOOL BOARD.AUDITORItRI - Byl Local .Board . ,: 1728.55 1575.92 14501 FL (305) 995 -1226 Miami Shores ... 2250.58 5039.96 ., 4536.10 9 /04,'7:00 PM' HALL . 10050 NE 2 AVE (305) 795 -2209 Mater, Management . District - '' ' 173 388.24 354.36 9/89, 5:15' 'PM, SFMI DIST AUDITORIUM • Everglades CP 29.04 •65.03 • • .59.37 ' • 3301 GUN CLUB P8 561 s H . • (-)' 686 -8800 Independent :.. , ; - :::: ri. , t . . Special Districts* 11.18 25.04 22.63 -.i. .• ,. , '9/04; 5:30' PM,. TOM! 'COUNCIL' CHAMERS ' F.I'.N:D:'- - ..,, . 210"MILITARY (561V627 -33116 Children's- Trust • ,''0.00• 325.16 0.00 9/08,.5:01 PM, BOARD AUDITORIUM Voter Approved* . . •• • • 1.450 NE . 2 AVE,'MIAMI, FL (305) 375 -5356 Debt Payments County 113.26 185.34 185.34 REFER TO COUNTY'PUBLIC HEARING ABOVE., School 223.61 443.52 443.52 . REFER TO PUBLIC SCHOOL HEARING ABOVE. Fire - 22.94 51.38 51.38 'REFER'TO COUNTY PUBLIC HEARING ABOVE. Miami Shores 149.58 334.98 334.98 REFER •TO.MIAMI- SHORES HEARING ABOVE. Total Property Taxes 7896.68 17910.16 15965.06 • • - - COLUMN 1* COLUMN 2* COLUMN 3 * SEE REVERSE SIDE FOR EXPLANATIONS. Your property value Market Value Assessed Value Exemptions . Taxable Value - .. Sr.•Taxabie .• :ast Year: 2002 483372 315898 25500 290398 0 Your property value ::z, :... a • , - this year. - .2003 - ''675318 675318 ' 25000 . 650318 " '. ' - ' 0 PROPOSED OR ADOPTED NON -AD VALOREM ASSESSMENTS Levying Authority Purpose of Assessment Units Rate Assessment Total (This amount is induded in Total Property Taxes above) 0.00 1 MIAMI -DADE DEPARTMENT OF PROPERTY APPRAISAL 01 196958 A 111 NW 1 STREET SUITE 710 MIAMI, FLORIDA 33128 -1984 01 JULIO E SERRANO &W GLORIA 1290 NE 101 ST MIAMI SHORES FL 33138 -2609 R/E FOLIO: 11- 3205 -014 -0010 MILLAGE CODE: 1100 1 111111 1111 i i 111111 I i 11111 i i I 1 I i II Ii 11111 I i It i 11111 Iii i i i I I i I NOTICE OF PROPOSED PROPERTY TAXES AND PROPOSED OR ADOPTED NON -AD VALOREM ASSESSMENTS DO NOT PAY THIS IS NOT A BILL The taxing authorities which levy profn:rty taxes against your property will soon hold Public Hearings to adopt budgets and tax rates for the next year. The purpose of these Public Hearings is to receive opinions from the general public and to answer questions on the proposed tax change and budget Prior To Taking Final Action. Each taxing authority may Amend or Alter its proposals at the hearing. 5 53 42 GORDON TRACTS TRACT A Property Addr: 1290 NE 101 ST PB 55 -20 [f you feel the market value of your p roperty is inaccurate or does not reflect fair market value, contact your county property appraiser at: (305) 375 - 4081 111 MM 1 STREET 8111 FLOOR (8:30 AM TO 4:30 PM) Iffthe property appraiser's office is unable to resolve the matter as to marketvalue, you may file a petition for adjustment with the value adjustment_boa petition forms are available from the county property appraiser and must be filed on or before: SEPT. 17, 2003 SLC - 8060 Your final tax bill may contain non -ad valorem assessments may not be reflected on this notice such as assessments for roads, drainage, R. 07/7r' garbage, fire, lighting, water, sewer, or other governmental services and facilities which may be levied by your county, city, or any special district. B4. MAP AND PANEL NUMBER 12025C0093 B5. SUFFIX J B6. FIRM INDEX DATE JUL 17, 1995 B7. FIRM PANEL EFFECTIVE/ REVISED DATE MAR2, 1994 B8. FLOOD ZONE(S) AE B9. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) 9.00' PROCESS # FOLIO # H.C.O.R. 4.93' ELEVATION (CROWN OF ROAO) 16655 SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME JULIO ESTEBAN SERRANO & GLORIA SERRANO BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1290 NE 101 STREET CITY MIAMI FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. STATE FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) TRACT A, GORDON TRACT, PB 55 - 20 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE /LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: n GPS (Type): ( ##o - # #•- # #. # #" or # #. o) ❑ USGS Quad Map n NAD 1927 n NAD 1983 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 31. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME VILLAGE OF MIAMI SHORES 120652 MIAMI -DADE O.M.B. No. 3067 -0077 Expires December 31, 2005 ZIP CODE for Insurance Company 'Use: Policy,Number Company NAIC Number B3. STATE n Other: 610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B1 1. Indicate the elevation datum used for the BFE in 89: ® NGVD 1929 ❑ NAVID 1988 ❑ Other (Describe)* 81 2. Is the building located in a Coastal Barrier Resources System (CBRS) area or Othewise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: I I Construction Drawings ❑ Building Under Construction' *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed -. see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 430, V (with BFE), AR, AR /A, AR/AE, AR /AI -A30, AR /AH, AR /A0 Complete Items C3. -a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum N.G. V.D. Conversion /Comments Elevation reference mark used BM NO: B - Does the elevation reference mark used appear on the FIRM? nYes [1 No ® a) Top of bottom floor (including basement or enclosure) 8.90' ft -(m) ❑ b) Top of next higher floor N/A ft -(m) tv m • c) Bottom of lowest horizontal structural member (V zones only) N/A ft -(m) N o 0 ❑ d) Attached garage (top of slab) g_ sn'_. ft -(m) F ° _ ❑ e) Lowest elevation of machinery and /or equipment servicing the building (Describe in a Comments area) ❑ f) Lowest adjacent (finished) grade (LAG) ❑ g) Highest adjacent (finished) grade (HAG) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade_ ❑ i) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (E This certification is to be signed and sealed by a land surveyor, engineer, / certify that_the information in Sections A, B, and C on this certificate repre understand that any false statement may be punishable by fine or impris CERTIFIER'SNAME LI Mario Prats Jr. TITLE Professional Surveyor & Mapper CC ADDRES - CI 300 S.W. 107th Avenue Suite # 214 • SIGNAT FEMA Fo SECTION D - SURVEYOR, ENGINEER, C DA r uary 2003 See reverse side for co 1../1 Finished Construction / t/ elH ffe7244 , .. , g o 7002-/frr zaio gr, <CPllhro�G IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1290 NE 101 STREET CITY STATE MIAMI FL COMMENTS ADDRESS SIGNATURE COMMENTS ZIP CODE SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED For Insurance Company Use: Policy'Number Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Company -NAIC Number' ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is ft.(m) in.(cfn) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6 -8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is ft.(m) in.(cm) above the highest adjacent grade. Complete items C3.h and C3.1 on front of form. E4. The top of the platform of machinery and /or equipment servicing the building is ft.(m) in. (cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, If available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA- issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME CITY DATE TELEPHONE SECTION G - COMMUNITY INFORMATION (OPTIONAL) STATE ZIP CODE N. ) ❑ Check here if attachments The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7: This permit has been issued for:0 New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 - 31, January 2003 TITLE TELEPHONE DATE ft -(m) Datum* ft-(m) Datum' ❑ Check here if attachments Replaces all previous editions PROJECT: 4694 Palm Avenue, Suite 203 Hialeah, Florida Tel 305 821 1281 Fax 305 825 1705 G.H.M. i,roup, Inc. Partnering Engineering with Business 4694 Palm Avenue, Suite 203 Hialeah, Florida 33012 Tom Ma,Los, P.E. Reg. No- 51-562 gD0010 U1J COifl r''IIT�i �uic(S Fok '�22PoUo 2E-slpFUeE ADDRvd 12clD A(E 101 mtPrrn t sttoaLs, FL l c� -t o -03 EB No 07770 TOM MARINOS CIVIL, STRUCTU REG. NO. 51562 ORDER: 10 tj?j 96 ENG: T.M. CHK: DATE: l 0 - (Q 103 Surveying Services offered by J.H. Manucy, Inc. 4694 Palm Avenue, Suite 203 Hialeah. Florida PROJECT; 46-(2/21411° Rif-61°6:14'6 Cut frafi4 5p&.4 vF — s. s Mu, GIs x w N5G-00 6isB/4 o. 6' 36 e dJ & lc 14 CS 11 6 /n 4 4: Pab T A q v F, 4 0 8 1S l ie S te 2o, 170 G.H.M. pclie4CY croup, Inc. Partnering Engineering with Business 4694 Palm Avenue, Suite 203 Hialeah, Florida 33012 Tom nos; P:E7Reg. No. EB No. 07770 ORDER: M97 86 ENG: T.M. CHK: ", — DATE: q— IJ _03 / 2 —I 0-O2 2f(1 1. � � L t /231 )e Z ' /? p�� 9p /c r + 0//3//) m= X 66 41/93 O(. Surveying Services offered by J.H. Manucy, Inc. 4694 Palm Avenue, Suite 203 Hialeah, Florida PROJECT: ERR-Alt- li)E.411E. CO f4t k_ 1-P'CC t(. S' ) a ET al cAttu.1► EL k " e_ 2ot--to u J _ = 13 S n OtG,ttuoao cts,c(t.-,• 4694 Palm Avenue, Suite 203 Hialeah, Florida Tel 305 821 1281 Fax 305 825 1705 G.H.M. croup, inc. Partnering Engineering with Business 4694 Palm Avenue, Suite 203 Hialeah, Florida 33012 Tur -Mar inns., P-Er Reg-Nu. 51562 05e L x 1 ' TL EB No. 07770 ORDER: i ° ENG: T.M. CHK: DATE: j.) —( 0 -03 (133 Surveying Services offered by J.H. Manucy, [nc. 4694 Palm Avenue, Suite 203 Hialeah, Florida 4694 Palm Avenue, Suite 203 Hialeah, Florida Tel 305 821 1281 Fax 305 825 1705 PROJECT: 'ER K.F IDFtJCE G.H.M. croup, mc. Partnering Engineering with Business 4694 Palm Avenue, Suite 203 Hialeah, Florida 33012 Tom Marinos, P.E. xeg. No. 313()2 EB No. 07770 ORDER: / V2 6 6 ENG: T.M. CHK: DATE: 2 -03 /0 l b /aXy, ,a/ =4500 V b n v.. 4 cO7A...: 72c0 CO S tte4a. a ittalicnd p IP % nco i 1 3-x6 =. Z3c 9 � 6 gra.taii n-a04,01)--6LE 6i.if..6t-a: 108 'Ai.di .. 7 // 2 / T ktto -F-e-44 ice = 2/ S6 (®1'6 l< 0111=13 q ?° 1364 e4A4).0) .i12.1,1.( -I 7 fay /,64 O 6 Sz . Nov ./a5' 1 - 1,61) , /OA +-4,, /9 Di,. (4)) cie f ' tit LT ' t K- W 1 16 R a a i Etn..R II 11 Surveying Services offered by J.H. Manucy, Inc. 4694 Palm Avenue, Suite 203 Hialeah, Florida C14-4 cASC -Ii\ R , skD A� C5 P 2E, A1 .g1)1044 1 ‘‘()S-( = 1/0 l oll M //OS ,7s s/zi= `Os60 r ,n IUD s. PROJECT: e *-ge to ReS) 0eAled - Si R.0.= /0c60 /01 / ouj cam. 2,1 ,n S L ) o 7 i ArD Esc ►A — 4694 Palm Avenue, Suite 203 Hialeah, Florida Tel 305 821 1281 Fax 305 825 1705 12=110x2)/ G.H.M. ,roup, inc. Partnering Engineering with Business 4694 Palm Avenue, Suite 203 Hialeah, Florida 33012 G Tom Marr nos -No 51562 in 3 . EB No. 07770 ORDER: /On St ENG: T.M. CHK: DATE: f O 'Iv -A3 440 K (4- 2 /2 l SeA /Ai USE M t&,/ C- 16a(&IAv . (0-0x2 201)p1f 0 coe 0,116 3 Spa Q r ok ; ? 2 *(0?T Fu • _ flit_ Surveying Services offered by J.H.:4lanucy, Inc. 4694 Palm Avenue, Suite 203 Hialeah, Florida PROJECT: 4E-M 0 RE410Eake. (, o S ro ckw.. t4 i 14.44 . 4694 Palm Avenue, Suite 203 Hialeah, Florida Tel 305 821 1281 Fax 305 825 1705 G.H.M. croup, inc. Partnering Engineering with Business 4694 Palm Avenue, Suite 203 Hialeah, Florida 33012 Tom - Maniacs, P.E..Rcg. No. 51 562 s 44o p4- Low A. 34b :ont33= 440) 2 1 1 4- 13__ 1381 in lout) %•‘.,4 prov` : 21 [ 3g k, (2io d _ oUSF 2 10 LAID EB No. 07770 ORDER: 10 41€4, ENG: T.M. CHK: DATE: (n -03 1113 , F, -Net t •P3356 t lAYD Soisi Soo p Lot:kb irr e b. -�- t o r 3 3= 133 pL f Soo 2 133)4:2-.1 - R-36, 4- 314 — = 2oS0 Fr IL. QA'd = 2 q , CG1 i n _ s zq s Ro- 1 � � S - Z1 , �Qi tn Surveying Services offered by J.H. Manucy, [nc. 4694 Palm Avenue, Suite 203 Hialeah, Florida 1 �<< eo2t4ER. P/ k) ,)= 6o lco' 4694 Palm Avenue, Suite 203 Hialeah, Florida Tel 305 821 1281 Fax 305 825 1705 6,aes)L 26c) = G.H.M. PROJECT: c i E.%g(? A'tLD E Ord f Usk 3sro. group, mc. Partnering Engineering with Business 4694 Palm Avenue, Suite 203 Hialeah, Florida 33012 Tom- 1Mar :a,,,, RE. R , No. 5-1562 p_ 225 4, 4 Scip 4t. T . r� Se.vo Pike) "341n EB No. 07770 ORDER: 10428 ENG: T.M. • CHK: DATE: 7—(O. -03 7) 2 ,t � Y = `8 # 56-tx 2 = 1 �sv � - 02S W/ 3 rer�✓isE Surveying Services offered by J.H. Manucy. Inc. 4694 Palm Avenue, Suite 203 Hialeah, Florida r 4694 Palm Avenue, Suite 203 Hialeah, Florida Tel 305 821 1281 Fax 305 825 1705 G.H.M. Group, Inc. Partnering Engineering with Business 4694 Palm Avenue, Suite 203 Hialeah, Florida 33012 EB No. 07770 STRUCTURAL COMPUTATIONS FOR SERRANO RESIDENCE ADDITION PROPERTY LOCATED AT MIAMI •, FLORIDA EPT : '► BER 25 2003 TOM MARINOS CIVIL, STRUCTURAL I EG• NO. 51562 Surveying Services offered by JH Manucy, Inc. 4694 Palm Avenue, Suite 203 Hialeah, Florida Gust Factor I: Rigid Structures - ;Simplified Method Gust1 'For rigid structures (Nat Freq > 1 Hz) use 0.85 _ 1 0.851 Hurricane Prone Region (V>100 mph) '` Gust :'Factor 'Category '11: 'Rigid Structures - Complete Analysis -; ,:_ Zm Zmin 15.00 ft Izm Cc * (33/z) ^0.167 0.2281 C Lzm l *(zm /33) ^Epsilon 427.06 ft Q (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) "0.5 0.8964 1.000 Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8705 12.00 Gust Factor Category 111: Flexible or Dynamically Sensitive' Structures ':`.. 41 Vhref V *(5280/3600) 214.13 ft/s Vzm bm *(zm /33) "Am *Vhref 123.29 ft/s NF1 NatFreq *LzmNzm 3.46 Hz Rn (7.47 *NF1) /(1 +10.302 *NF1) ^1.667 ' 0.0638 Nh 4.6 *NatFreq *Ht /Vzm 0.56 Nb 4.6 *NatFreq *BNzm 2 Nd 15.4 *NatFreq *DepthNzm 7.00 Rh 1 /Nh- (1 /(2 *Nh "2) *(1- Exp(- 2 *Nh))) 0.7117 Rb 1/ Nb- (1 /(2 *Nb ^2) *(1- Exp(- 2 *,Nb))) 1 /Nd- (1 /(2 *Nd ^2) *(1- Exp(- 2 *Nd))) 0.2790 0.1327 Rd RR ((1/ Beta) *Rn *Rh *Rb *(0.53 +0.47 *Rd)) ^0.5 0.8666 gg +(2 *LN( 3600 *n1)) ^0.5 +0.577/(2 *LN(3600 *n1)) ^0.5 4.19 Gust3 0. 925 *((1 +1.7* Izm *(3.4 ^2 *Q ^2 +GG "2 *RR ^2) ^0.5)/(1 +1.7 *3.4 *Izm)) 1.13 Calculated Parameters - Importance Factor 1 1 Hurricane Prone Region (V>100 mph) Table C6-4 Values Alpha = 9.500 mph zg = 900.000 Gust Factor (G) Exposure C Struc Nat Frequency (n1) 1 At = 0.105 18 Bt = 1.000 Gabled Am = 0.154 12.00 Bm = 0.650 17.00 Cc = 0.200 15.00 I = 500.00 ft Epsilon = 0.200 56.00 Zmin = 15.00 ft User Input.Data Structure Type Building Components and Cladding: Basic Wind Speed (V) 146 mph Structural Category II Gust Factor (G) Exposure C Struc Nat Frequency (n1) 1 Hz Slope of Roof (Theta) 18 Deg Type of Roof Gabled Eave Height (Eht) 12.00 ft Ridge Height (RHt) 17.00 ft Mean Roof Height (Ht) 15.00 ft Width Perp. to Wind (B) 80.00 ft Width Parallel to Wind (L) 56.00 ft ,Damping Ratio (beta) 0.01 J Gust Factor Summary Main Wind -force resisting system: Components and Cladding: Gust Factor Category: I Gust Factor Category: I Gust Factor (G) 0.87 Gust Factor (G) 0.87 y g Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.27 Flexible Structure No V 2410 NORTH SHORE TERRACE EXTERIOR WINDOWS /DOOR/ MIAMI BEACH, FLORIDA Red values should be changed onl throuh "Main Menu" GHM GROUP, INC. 4694 PALM AVENUE HIALEAH, FLORIDA 33012 JOIST RAFTERS WIND98 v2 -8 Wind Load Design per ASCE 7 -98 9/23/2003 TOM MARINOS 104286 Page No. 1 of 7 V 2410 NORTH SHORE TERRACE EXTERIOR WINDOWS /DOOR/ MIAMI BEACH, FLORIDA Red values should be changed onl throuh "Main Menu" GHM GROUP, INC. 4694 PALM AVENUE HIALEAH, FLORIDA 33012 JOIST RAFTERS WIND98 v2 -8 Wind Load Design per ASCE 7 -98 9/23/2003 TOM MARINOS 104286 Page No. 1 of 7 Elev. Kz Kzt Kd qz Pressure (Ib /ft"2) Windward Wall* ft 1.00 Ib /ft"2 +GCpi -GCpi 17 0.87 1.00 1.00 46.32 23.92 40.60 15 0.85 1.00 1.00 46.32 23.92 40.60 2410 NORTH SHORE TERRACE EXTERIOR WINDOWS /DOOR/ MIAMI BEACH, FLORIDA JOIST RAFTERS WIND98 v2 -8 Wind Load Design per ASCE 7 -98 8.5:'l2:271 [design Wind Pressure - Buildings of All Heights (Non - flexible} GHM GROUP, INC. 4694 PALM AVENUE HIALEAH, FLORIDA 33012 9/23/2003 TOM MARINOS 104286 Page No. 2 of 7 Description Cp = Pressure (psf) . +GCpi.<, -GCpi Leeward Walls (Wind Dir Parallel to 80 ft wall) -0.50 -28.50 -11.82 Leeward Walls (Wind Dir Parallel to 56 ft wall) -0.41 -25.04 -8.37 Side Walls -0.70 -36.57 -19.89 Roof - Normal 'to -Ridge (Theta > =10) Qh .00256 *(V) ^2 *ImpFac *Kh`Kht *Kd Windward - Max Negative -0.39 -24.06 -7.39 Windward - Max Positive 0.11 -3.84 12.83 Leeward Normal to Ridge -0.56 -30.92 -14.24 Overhang Top -0.39 -15.73 -15.73 Overhang Bottom 0.80 0.70 0.70 Roof - Parallel to Ridge (All Theta) Dist from Windward Edge: 0 ft to 7.5 ft -0.90 -44.63 -27.95 Dist from Windward Edge: 7.5 ft to 15 ft -0.90 -44.63 -27.95 Dist from Windward Edge: 15 ft to 30 ft -0.50 -28.50 -11.82 Dist from Windward Edge: > 30 ft -0.30 -20.44 -3.76 Variable 'Formula f ,Value :" : Kh 2.01'(Ht/zg) ^(2 /Alpha) 0.85 Kht Topographic factor (Fig 6 -2) 1.00 Qh .00256 *(V) ^2 *ImpFac *Kh`Kht *Kd 46.32 psf } : Roof Pressure: Coefficients, Cp : ° Roof Area (sq. ft.) - Reduction Factor 1.00 Wall. Pressure Coefficients, Cp Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) ' 0.80 1 2410 NORTH SHORE TERRACE EXTERIOR WINDOWS /DOOR/ 9/23/2003 TOM MARINOS 104286 MIAMI BEACH, FLORIDA B GHM GROUP, INC. 4694 PALM AVENUE HIALEAH, FLORIDA 33012 JOIST RAFTERS WIND98 v2 -8 Wind Load Design per ASCE 7 -98 Figure 6 -3 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems I Horizontal distance from windward edge Page No. 3 of 7 Case A Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (psf) 1 0.51 0.18 -0.18 46.32 15.41 32.09 2 -0.69 0.18 -0.18 46.32 -40.30 -23.62 3 -0.47 0.18 -0.18 46.32 -29.89 -13.22 4 -0.41 0.18 -0.18 46.32 -27.39 -10.72 5 0.00 0.18 -0.18 46.32 -8.34 8.34 6 0.00 0.18 -0.18 46.32 -8.34 8.34 1E 0.77 0.18 -0.18 46.32 27.55 44.22 2E -1.07 0.18 -0.18 46.32 -57.90 -41.23 3E -0.67 0.18 -0.18 46.32 -39.31 -22.64 4E -0.61 0.18 -0.18 46.32 -36.69 -20.01 5E 0.00 0.18 -0.18 46.32 -8.34 8.34 6E 0.00 0.18 -0.18 46.32 -8.34 8.34 2410 NORTH SHORE TERRACE EXTERIOR WINDOWS /DOOR/ 9/23/2003 MIAMI BEACH, FLORIDA Kh = Kht = Qh= * p = qh * (GCpf - GCpi) 4E GHM GROUP, INC. 4694 PALM AVENUE HIALEAH, FLORIDA 33012 WIND98 v2 -8 Wind Load Design per ASCE 7 -98 Figure 6 =4 =External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(Ht/zg) ^(2 /Alpha) Topographic factor (Fig 6 -2) 0.00256 *(V) ^2`ImpFac *Kh *Kht *Kd Wind Direction JOIST RAFTERS 0.85 1.00 46.32 TOM MARINOS 104286 Page No. 4 of 7 Case B Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (psf) 1 -0.45 0.18 -0.18 46.32 -29.18 -12.51 2 -0.69 0.18 -0.18 46.32 -40.30 -23.62 3 -0.37 0.18 -0.18 46.32 -25.48 -8.80 4 -0.45 0.18 -0.18 46.32 -29.18 -12.51 5 0.40 0.18 -0.18 46.32 10.19 26.87 6 -0.29 0.18 -0.18 46.32 -21.77 -5.10 1E -0.48 0.18 -0.18 46.32 -30.57 -13.90 2E -1.07 0.18 -0.18 46.32 -57.90 -41.23 3E -0.53 0.18 -0.18 46.32 -32.89 -16.21 4E -0.48 0.18 -0.18 46.32 -30.57 -13.90 5E 0.61 0.18 -0.18 46.32 19.92 36.59 6E -0.43 0.18 -0.18 46.32 -28.26 -11.58 2410 NORTH SHORE TERRACE EXTERIOR WINDOWS /DOOR/ 9/23/2003 MIAMI BEACH, FLORIDA JOIST RAFTERS TOM MARINOS 104286 Kh = Kht = Qh = 4E Wind Direction GHM GROUP, INC. 4694 PALM AVENUE HIALEAH, FLORIDA 33012 WIND98 v2 -8 Wind Load Design per ASCE 7 -98 Figure 6=4 External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(Ht/zg) ^(2 /Alpha) Topographic factor (Fig 6 -2) 0.00256 *(V) ^2 *ImpFac *Kh *Kht *Kd p = qh * (GCpf - GCpi) a 0.85 1.00 46.32 Page No. 5 of 7 Component Width (ft) Length (ft) Area (ftA2) Zone • GCp Wind Press (Ib /ft"2) Max Min Max ' I Min DOOR 3 8 24.00 4 0.93 -1.03 51.55 -56.18 3 8 24.00 5 0.93 -1.27 51.55 -66.97 WINDOW FIXED 5.5 7.33 40.32 4 0.89 -0.99 49.71 -54.34 5.5 7.33 40.32 5 0.89 -1.19 49.71 -63.28 WINDOW FIXED 3.5 7.33 25.66 4 0.93 -1.03 51.31 -55.95 3.5 7.33 25.66 5 0.93 -1.26 51.31 -66.50 JOISTS 1.33 17.5 102.08 1 0.30 -0.80 22.23 -45.40 1.33 17.5 102.08 2 0.30 -1.40 22.23 -73.19 1.33 17.5 102.08 3 0.30 -1.40 22.23 -73.19 1.33 3 3.99 2H 0.00 -2.20 0.00 - 101.91 1.33 3 3.99 3H 0.00 -3.70 0.00 - 171.39 WALL 1 8.5 24.08 4 0.93 -1.03 51.54 -56.17 1 8.5 24.08 5 0.93 -1.27 51.54 -66.94 WINDOW FIXED 1 5 8.33 4 1.00 -1.10 54.66 -59.29 1 5 8.33 5 1.00 -1.40 54.66 -73.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2410 NORTH SHORE TERRACE EXTERIOR WINDOWS /DOOR/ 9/23/2003 TOM MARINOS 104286 MIAMI BEACH, FLORIDA WIND98 v2 -8 Wind Load Design per ASCE 7 -98 Figure 6 -5 - External CoefficientGCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 5.6 GHM GROUP, INC. 4694 PALM AVENUE HIALEAH, FLORIDA 33012 = => JOIST RAFTERS 5.60 ft Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. 2i 1 2 1 1 a a a a Gabled Roof 10 < Theta <= 45 Page No. 6of7 Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 (Enclosed Buildings 0.18 1 -0.18 2410 NORTH SHORE TERRACE EXTERIOR WINDOWS /DOOR/ 9/23/2003 TOM MARINOS 104286 MIAMI BEACH, FLORIDA GHM GROUP, INC. 4694 PALM AVENUE HIALEAH, FLORIDA 33012 JOIST RAFTERS WIND98 v2 -8 Wind Load Design per ASCE 7 -98 Thble 6:Trr te Pressure Coefficients for Buildings, Gcpi Page No. 7of7 Partnering Engineering with Business C cLi L +6 Ottkib I wob * a11i Jr / �- do PROJECT; ' E R 2. 0 1 , ( ) exth 4694 Palm .-venue. Suite 203 Hialeah, Florida Tel 305 821 1231 Fax 305 825 1705 4694 Palm Avenue, Suite 203 Hialeah, Florida 33012 \/ 6 i• 60 1 ORDER: 10 y'ZQJ' 6 ENG: T.M. CHK: DATE: , -03 Surveying Services offered by 1.H. Manucy, Inc. 4694 Palm Avenue. Suite 203 Hialeah. Florida VisualAnalysis 4.00 Report Company: G.H.M. Group, Inc. Engineer: Tom Marinos File: Y: \PROJECTS \DRAWINGS \Struct \104094 \CALCS \ROOF AREA - OLD.vap Model Summary Structure Type: Plane Frame The model is linear. 3 Nodes - 2 Member Elements Nodes Node N1 0.0000 0.0000 Yes N2 348.000 0.0000 " N3 174.000 57.9600 No Member Elements X Y Fix DX Fix DY Fix RZ in in Member Section Material (1)Node (2)Node Length Weight Rzl Rz2 One Way in lb M1 SS2x10 Other Ni N3 183.399 46.0585 Free Free Normal M2 N3 N2 183.399 46.0585 " " Member Uniform Loads Load Case LL WL If Equation Case Combinations Load Case Case Equation DL +LL 2 1D +1Lr Load Case Summary 3 Service Load Cases 1 Equation Cases Load Cases Load Case Strength Service Results ( 1)Dead loads ( 2)LL ( 3)WL ( 4)DL +LL Member Direction Offset End Offset Magnitude in in M1 M2 M1 M2 Yes Yes 1st Ord If ft ff Yes No No DY ft If ft 0.0000 183.3995 - 67.0000 lb /ft 0.0000 183.3995 - 67.0000 lb /ft 0.0000 183.3995 92.0000 lb /ft 0.0000 183.3995 92.0000 lb /ft Load Combination Summary Equation Case: DL +LL Combination: 1D +1Lr Contributing Cases 6 Source Dead loads (Dead loads) LL (Roof Live loads) VisualAnalysis 4.00 Report Company: G.H.M. Group, Inc. Engineer: Tom Marinos File: Y: \PROJECTS \DRAWINGS \Struct \104094 \CALCS \ROOF AREA - OLD.vap NodarDiWacements Node Load Case DX DY RZ in in deg N1 N2 „ N3 Nodal Reactions Node Load Case FX FY MZ lb lb lb -in N1 DL +LL 1606.16 1070.03 -NA- WL - 2110.5 - 1406.0 -NA- N2 DL +LL - 1606.1 1070.03 -NA- " WL 2110.54 - 1406.0 -NA- Member Internal Forces Member Load Case M1 DL +LL M2 DL +LL WL DL +LL 0.0000 0.0000 0.0000 WL 0.0000 0.0000 0.0000 DL +LL 0.0000 0.0000 0.0000 WL 0.0000 0.0000 0.0000 DL +LL 0.000D - 0.0417 0.0000 WL 0.0000 0.0547 0.0000 Offset Fx Vy Mz in lb lb lb -in 0.0000 - 1862.0 507.599 0.0000 20.3777 - 1824.4 394.799 9185.21 40.7554 - 1786.8 281.999 16086.5 61.1332 - 1749.2 169.199 20679.1 81.5109 - 1711.7 56.3999 22979.5 101.888 - 1674.1 - 56.399 22979.5 122.266 - 1636.5 - 169.19 20679.1 142.644 - 1598.9 - 281.99 16086.5 163.021 - 1561.4 - 394.79 9185.21 183.399 - 1523.8 - 507.59 0.0000 0.0000 2446.74 - 667.00 0.0000 20.3777 2397.36 - 518.77 -12069 40.7554 2347.99 - 370.55 -21138 61.1332 2298.62 - 222.33 -27173 81.5109 2249.24 - 74.111 -30195 101.888 2199.87 74.1111 -30195 122.266 2150.50 222.333 -27173 142.644 2101.12 370.555 -21138 163.021 2051.75 518.777 -12069 183.399 2002.38 667.000 0.0000 0.0000 - 1523.8 507.599 0.0000 20.3777 - 1561.4 394.799 9185.21 40.7554 - 1598.9 281.999 16086.5 61.1332 - 1636.5 169.199 20679.1 81.5109 - 1674.1 56.3999 22979.5 101.888 - 1711.7 - 56.399 22979.5 122.266 - 1749.2 - 169.19 20679.1 142.644 - 1786.8 - 281.99 16086.5 163.021 - 1824.4 - 394.79 9185.21 183.399 - 1862.0 - 507.59 0.0000 0.0000 2002.38 - 667.00 0.0000 �c� Member Load Case If Offset Fx Vy Mz in 3b lb lb -in 20.3777 2051.75 - 518.77 -12069 A0:-7-564 2 r4 r . 12- -3-7 a -5 °5 2 3 61.1332 2150.50 - 222.33 -27173 81.5109 2199.87 - 74.111 -30195 101.888 2249.24 74.1111 -30195 122.266 2298.62 222.333 -27173 142.644 2347.99 370.555 -21138 163.021 2397.36 518.777 -12069 183.399 2446.74 667.000 0.0000 VisualAnalysis 4.00 Report Company: G.H.M. Group, Inc. Engineer: Tom Marinos File: Y: \PROJECTS \DRAWINGS \Struct \104094 \CALCS \ROOF AREA - OLD.vap Design Groups Name Elements LL Factor Parameters Design G Design Member Design Load Cases Strength Service ID Number ID Number 1 1 2 2 3 3 4 4 2 1.0000 Yes NDS Wood Design Results Load Case Name Dead loads LL WL DL +LL Design Group: Design Group 1, Group Report, Designed'As: SS3x10 SIZE CONSTRAINTS: Depth is unconstrained. Width is unconstrained. BRACING INFORMATION: Lateral bracing at top flange ( +y): Lateral bracing at bottom flange ( -y): Strong axis bracing (parallel to y): Unity Final Shape 0.7087 SS3x10 Inflection points are not used as brace points. DEFLECTION LIMITS: No absolute deflection limit. Span ratio deflection limited to L/360.00. Weak deflections not checked. WOOD PARAMETERS: Member Type = Visually Graded Dimension Lumber Species = Southern Pine Grade = No. 1 Dense Beam Type = Simply Supported Temperature conditions: T < 100 F Cross Section = Rectangular Loading Pattern = Uniform Moisture conditions: Dry Shear stress factor = 1.00 Pattern = Continuous Pattern = Continuous Pattern = Unbraced Buckling stiffness factor not used Not eligible for incising factor Weak buckling length coefficient = 1.00 Strong buckling length coefficient = 1.00 S33 :10 INFORMATION: b = 2.500 in d = 9.250 in A = 23.1250 inA2 Ix = 164.886 inA4 Iy = 12.0440 inA4 Sx = 35.6510 in ^3 Sy = 9.63500 in ^3 Extreme Checks Only Axial Check: Member Load Offset Ft /Fe Ft' /Fc' ft /fc Unity Name Case # in State poi CD CM Ct CF CP psi psi Check M2 1 183.40 Compression 1750 0.90 1.00 1.00 1.00 0.64 1011 3.466 0.00 M2 2 183.40 Compression 1750 1.25 1.00 1.00 1.00 0.52 1131 77.05 0.07 M2 3 183.40 Tension 775 1.60 1.00 1.00 1.00 -NA- 1240 105.8 0.09 M2 4 183.40 Compression 1750 1.25 1.00 1.00 1.00 0.52 1131 80.52 0.07 Flexure Check (Strong Bending): Member Load Offset Fb Fb' fb Unity Name Case # in pal CD CM Ct CL CF Cr Cf psi pal Check M2 1 91.700 1450 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1305 28.10 0.02 M2 2 91.700 1450 1.25 1.00 1.00 1.00 1.00 1.00 1.00 1813 624.7 0.34 M2 3 91.700 1450 1.60 1.00 1.00 1.00 1.00 1.00 1.00 2320 -857.8 0.37 M2 4 91.700 1450 1.25 1.00 1.00 1.00 1.00 1.00 1.00 1813 652.8 0.36 Shear Check (Strong Axis): Member Load Offset Fv Fv' fir Unity Name Case # in psi CD CM Ct CH pai psi Check M2 1 0 90 0.90 1.00 1.00 1.00 81 1.417 0.02 M2 2 0 90 1.25 1.00 1.00 1.00 112.5 31.51 0.28 M2 3 0 90 1.60 1.00 1.00 1.00 144 43.26 0.30 M2 4 0 90 1.25 1.00 1.00 1.00 112.5 32.93 0.29 Deflection Check (Strong Axis): Member 'Load Offset dy Limit Unity Name Case # in in in Check M2 1 91.700 - 0.0118 0.5094 0.02 M2 2 91.700 - 0.2629 0.5094 0.52 M2 3 91.700 0.3610 0.5094 0.71 M2 4 91.700 - 0.2747 0.5094 0.54 Combined Stresses Check: -2- Ft'/ Fbl */ Fb2 */ Fbl * */ Fb2 * */ ft/ Member Load Offset Fe' FcEl FcE2 Fbl' Fb2' FbE fc fbl fb2 Unity Name Case # in State psi psi psi psi psi pal psi psi psi Check M2 2 91.70 Comp. 1131 1374 inf 1813 2175 2911 70.06 624.7 0 0.37 M2 3 91.70 Tens. 1240 2784 2784 2320 2784 -NA- 96.20 857.8 0 0.39 M2 4 91.70 Comp. 1131 1374 inf 1813 2175 2911 73.21 652.8 0 0.38 °In deflection checks, load case #'s refer to serviceability cases. ** *Note: Some or all of the members in this report and within this design group do not meet the NDS slenderness criteria for solid columns (le /d > 50) Max le /d = 73.36 awe G.H.M. roup, nc. Partnering Engineering with Business 4694 Palm Avenue, Suite 203 Hialeah, Florida 33012 PROJECT; ea- 140.1) I D ul - ORDER: 10 42 , - 2 . ENG: T.M. CHK: DATE: 9 -Z2, -03 6;40/ TN 2t) . ' o TS 2es J -o)r 4694 Palm Avenue. Suite 203 Hialeah. Florida Tel 305 821 1331 Fax 305 8 j u)06 1 + c i30 4 , 4250 b IL -0 use (.2) S /9 6k111-1 60as. Surveying Services offered by J.H. blanucy, Inc. 4694 Palm Avenue, Suite 203 Hialeah, Florida PROJECT; 4 ( i .0 (2..e_Slp G.H.M. roup, Inc: Partnering Engineering with Business 4694 Palm Avenue, Suite 203 Hialeah, Florida 33012 0s • - -c I60b /k,l, e,tOR. P'ot,T 7S 16 itj 2 t � IitaI 1604. P- OCT1LS S Erie 6 400 r5L cam, T {v 4694 Palm .Avenue. Suite 203 Hialeah, Florida Tel 305 321 1231 Fax 305 325 1705 ORDER: ( o g256 3 ENG: T.M. CHK: DATE: - T -_ '2210* K Ofb3 Xorb3)(2 = 31 AU. Y om = 22 X0t )3 0(60 Z= 221 \ltb"* V "1.: blcci +013 (.d 1 Old. Surveying Services offered by J. H. Manucy, Inc. 4694 Palm Avenue, Suite 203 Hialeah, Florida Partnering Engineering with Business 1' PROJECT; Sr�.iu`P K.E- % ()E 4694 Palm .Avenue. Suite 203 Hialeah, Florida Tel 305 321 1231 Fax 305 825 1705 4694 Palm Avenue, Suite 203 Hialeah, Florida 33012 ORDER: 1° 4296 �1 ENG: T.M. CHK: DATE: -4;:1-1 Surveying Services offered by J.H. blanucy, Inc. 4694 Palm Avenue, Suite 203 Hialeah, Florida 9 PROJECT; 4eR- ptio* (Z.uI0Ette.E_ .tom /l� t 0,62 2 6-5 a-, iz *0 3,25 e=6,00 Una 2SP 1b44,)#3/046P 4 I 4694 Palm .- avenue. Suite 203 Hialeah, Florida Tel 305 321 1231 Fax 305 325 1705 G.H.M. roup, Inc, Partnering Engineering with Business 4694 Palm Avenue, Suite 203 Hialeah, Florida 33012 ORDER: (D 828 S ENG: T.M. CHK: DATE: °} -23 -03 Surveying Services offered by J.H. Manucy, Inc. 4694 Palm Avenue, Suite 203 Hialeah, Florida 4694 Palm Avenue. Suite 203 Hialeah, Florida Tel 305 3211231 Fax 305 8251705 roup, Inc: Partnering Engineering with Business 4694 Palm Avenue, Suite 203 Hialeah, Florida 33012 PROJECT; gE 2iuo -S 1 /)F ccCE ORDER: /0 '1236-4 ENG: T.M. CHK: DATE: 4 i - 13 -03 Surveying Services offered by J.H. Manucy, Inc. 4694 Palm Avenue, Suite 203 Hialeah, Florida SERRANO RESIDENCE DESIGN SINGLE REINF. CONCRETE BEAM BEAM 1D:._2RB2 Beam_Type := 10 (USE "00" for SS, "10" for One end Continuous, "11" both ends continuous, "20" cantilever) Span : = feet Mu := 53000 I -ft fc := 4000 psi BAR DATA Vu : =13500 Ibs f : = 6 0 0 0 0 psi dbars : _ 7 in dstirrups := 3 in 8 8 b := 8 inches h := 16 inches cover : =2 in Nbars : =2 CHECK FLEXURE of BEAM d := h- (coverfn dsti Ast := 1 .3.14•dbars 2 • Nbars Ast = 1.2 in 4 pmin(fc,fy) :- 4flex : =0.90 3.1 . 3.4 X 200 200 otherwise fy pmin(fc,fy) = 0.0033 pb : = 0 0.85• fc 87000 1 J pmax := pb•0.75 87000 + pmax = 0.021 l 4lflex•b•d2•pprov 0 pprovfy fy. 1 ) Mn :- fc 12 GI-IM GROUP, INC. 4694 PALM AVENUE HIALEAH, FLORIDA 33012 Ast pprov . _ — b.d pprov = 0.011 9/23/1903 104286 TM d = 13.2 inches Mn = 64140 Ibs -ft» Mu = 53000 I bs -ft SERRANO RESIDENCE CHECK DEFLECTION LIMITATIONS (ACI 9.5(a) Height : - Span 16 Span 18.5 Span 21 Span 8 smax := 540 - (2.5.cc) fs clr width s prov : _ - (Nbars- 1) Vst := V u Vc 4shear Vst : = I Vst if Vst >0 0 otherwise Vstmax := 8.j.b -d GHM GROUP, INC. 4694 PALM AVENUE HIALEAH, FLORIDA 33012 if Beam_Type =O if Beam_Type =10 if Beam_Type=11 otherwise CRACK CONTROL WIDTH LIMITS (ACI 10.6) cc := cover + dsturups cc = 2.4 inches clr_width : = b - ( 2.1.5 + dbars + dstirrups. 2 ) clr_width = 3.38 inches Height. 12 =11.7 in fs : = 0.60 fY fs = 36 ksi 1000 smax =9.1 inches s prov = 3.4 inches CHECK SHEAR OF BEAM Vu = 13500 I bs 4shear : = 0.85 K =1 Vc :_ ( - jc+ . 2500. pprov-K) -b. d Vc := Vc if Vc53.5.b.d. (3.5-b.d• j ) otherwise Vc = 15683 I K :- Vu -d if Vu -d <1.0 Mu Mu 1.0 otherwise Vst = 200 Ibs Vstmax = 53379 Ibs » Vst = 200 Ibs 9/23/1903 104286 TM SERRANO RESIDENCE Minimum Amount of Shear Reinforcement Required IF 1/20/c <= Vu <= dVc 1 . 4shear• Vc = 6665 Ibs Vu = 13500 Ibs Vc = 15683 Ibs 2 Av : = 2. dstirrups 4 smin Av•fy 50• b 9/23/1903 104286 TM smin = 33 inches Shear Reinforcement Required IF (Vc « Vu) Vc = 15683 Ibs Vu = 13500 Ibs sre - Av fy d if Vst >0 smax := q Vst 0 otherwise GHM GROUP, INC. 4694 PALM AVENUE HIALEAH, FLORIDA 33012 24 i f d >24 2 d otherwise 2 smax = 7 inches sreq = 875 inches Reduce Stirrup Spacing by HALF IF Vst» 2 x Vc Vst = 200 Ibs 4• b•d = 26690 Ibs USE STIRRUPS AT 12 inches o.c. 0 PROJECT - Rft: C L - 4694 Palm .Avenue. Suite 203 Hialeah, Florida Tel 305 821 1231 Fax 305 825 1705 G.H.M. Group, Inc, Partnering Engineering with Business 4694 Palm Avenue, Suite 203 Hialeah, Florida 33012 ORDER: I n425( ENG: T.M. CHK: DATE: •73 -03 Surveying Services offered by .1 H. Manucy, Inc. 4694 Palm Avenue, Suite 203 Hialeah. Florida SERRANO RESIDENCE DESIGN SINGLE REINF. CONCRETE BEAM BEAM ID• 2RB2-LAT Beam_Type := 11 (USE "00" for SS, "10" for One end Continuous, "11" both ends continuous, "20" cantilever) Span : = feet Mu := 23600 I bs-ft fc := 5000 psi BAR DATA Vu := 5300 Ibs fy := 60000 psi dbars := 7 in dstirrups := 3 in 8 8 b : =16 inches h: = 12 inches cover : =2 in Nbars : =2 CHECK FLEXURE of BEAM d : =h- (cover i- dstin dbars) d = 9.2 inches 2 Ast := 1 .3.14•dbars 2 •Nbars Ast =1.2 in 4 pmin(fc,fy) :- 4flex : = 0.90 3 if 3 > 200 fy fy fy 200 otherwise pmin(fc,fy) = 0.0035 fY pb 0.85.0.85•fc 87000 ) fy 87000 +fy Q�Ilex b d pprov-fy- 1 0.59• pprov-fy Mn - fc 12 GHM GROUP, INC. 4694 PALM AVENUE HIALEAH, FLORIDA 33012 Ast pprov :_— b•d pprov = 0.008 pmax := pb•0.75 pmax = 0.027 9/23/1903 104286 TM Mn =46819 Ibs-ft» Mu = 23600 lbs-ft SERRANO RESIDENCE CHECK DEFLECTION LIMITATIONS IACI 9.5(a)) Height : _ Span 16 Span 18.5 Span 21 Span 8 CRACK CONTROL WIDTH LIMITS (ACI 10.6) cc := cover + dstirrups cc = 2.4 inches smax := 5 — (2.5•cc) fs clr width : = b — (2.1.5 t- dbars + dstirrups• 2 ) clr width s prov : _ — (Nbars— 1 ) CHECK SHEAR OF BEAM Vu = 5300 Ibs shear : = 0.85 K =1 Vc :_ (1.9. J t 2500.pprov.K).b•d Vc := Vc if Vc_ 3.5•b•d• (3.5.b.d.4) otherwise Vst : = Vu Vc 4shear Vst := I Vst if Vst >0 0 otherwise Vstmax := 8-N -b. d GHM GROUP, INC. 4694 PALM AVENUE HIALEAH, FLORIDA 33012 if Beam_Type =O if Beam Type =10 if Beam_Type =11 otherwise clr width = 11.38 inches Height. 12 =10.3 in fs: =0.60. fT fs =36 ksi 1000 smax = 9.1 inches s_prov =11.4 inches K Vu•d Vu•d <1.0 Mu Mu 1.0 otherwise Vc = 22755 Ibs Vst =0 Ibs Vstmax = 83156 Ibs » Vst =0 Ibs 9/23/1903 104286 TM SERRANO RESIDENCE Minimum Amount of Shear Reinforcement Required IF 1/201c <= Vu <= bVc — . cshear. Vc = 9671 Ibs Vu = 5300 I Vc = 22755 Ibs 2 Av := 2. 4 smin : _ Av.fy 50• b Shear Reinforcement Required IF (Vc « Vu) Vc =22755 Ibs Vu = 5300 Ibs sreq ;= Av.fy.d if Vst >0 smax := 24 if 4 >24 Vst 2 0 otherwise d — otherwise 2 smax = 5 inches sreq = 0 inches Reduce Stirrup Spacing by HALF IF Vst» 2 x Vc Vst =0 Ibs 4..b.d =41578 Ibs GHM GROUP, INC. 4694 PALM AVENUE HIALEAH, FLORIDA 33012 9/23/1903 104286 TM smin =17 inches USE STIRRUPS AT 12 inches o.c. PROJECT; e�f 13 (2E ,tc *l eE 4694 Palm Avenue. Suite 203 Hialeah, Florida Tel 305 3211231 Fax 305 825 1705 G.H.M. Group, Inc. Partnering Engineering with Business 4694 Palm Avenue, Suite 203 Hialeah, Florida 33012 ORDER: (0 ENG: T.M. CHK: DATE: 23 -03 ( - 3tfc60(Sis c te;b "rit3 ( = 1b0 1133= 2.13 r Add oVekk'k . 10243 = 2. p4 /1,33 x3� 116 r Surveying Services offered by J.H. Manucy, Inc. 4694 Palm Avenue, Suite 203 Hialeah, Florida J PROJECT: `r/ e e e o P es t pr% E41ST ., COLte. t 7) Pe Prme. : wfrt& : 1.Cpsf _ 5.. eep-o-, p (4. s d t69-+$ f ' pi j ON . ' Y 1 2 3,9 /1.,`() , N. t ho 4& i 6 2.(4 2��taP y � 9 dr% ts.a 7 ies dd ec}ed 4694 Palm Avenue, Suite 203 Hialeah, Florida Tel 305 821 1281 Fax 305 8251705 a iwsr+ A-dct; L6 f4) Is 00 Ft"- 4 � o « 6 6 6 ,, G.H.M. t.,roup, Inc. Partnering Engineering with Business 4694 Palm Avenue, Suite 203 Hialeah, Florida 33012 Tula tV141 Iuu� r .E. Reg P o. Jr 15622 EB No. 07770 ENG: T.M. CHK: DATE E /ST, COL la 2 /p /f ti o le iht 096 A4.14 fly e 11267.1dA4...16I Qfl2 oK. I r' eC ; . c 4--s4i.a.z O h beta idY7 Cij) j 74H2 , ORDER: /0 4 126 Surveying Services offered by J.H. Manucy, Inc. 4694 Palm Avenue, Suite 203 Hialeah, Florida VisualAnalysis 5.00 Report Company: G.H.M. Group, Inc. Engineer: Tom Marinos Project File: EXIST BEAM CENTER.vap Folder: Y:\ PROJECTS \DRAWINGS \Struct \104286 \calcs\ Model Summary Structure Type: Plane Frame The model is linear. The model will have 0 unique mode shapes. 4 Nodes, and 4 Degrees of Freedom The size of the model is: 26.50 ft, in the X direction 0 ft, in the Y direction 3 Member Elements Nodes Node N1 0.000 0.000 Yes N2 7.000 0.000 " N3 19.500 0.000 " N4 26.500 0.000 " Member Elements Member Section Material (1)Node (2)Node Length Weight Rzl Rz2 One Way %Iz ft lb M1 Rect1.3 Concrete N1 N2 7.000 935.66 Fix M2 N2 N3 12.500 1670.8 " M3 N3 N4 7.000 935.66 " Service Load Cases Load Case Load Source Self Weight Self X Self Y Self Z Load Exclusive DL +LL Dead loads Member Uniform Loads Load Case DL +LL • X Y Fix DX Fix DY Fix RZ ft ft M1 M2 M3 Yes If DY Equation Load Combinations Load Case Case Equation FL 1 1.55D No 0.0000 0.0000 0.0000 Fix // Dead loads Standard 0.0000 - 1.0000 0.0000 3 0.0000 - 1.0000 0.0000 0 Normal 35.0000 35.0000 35.0000 Member Direction Offset End Offset Magnitude ft ft 7.0000 - 1021.00 lb /ft 12.5000 - 1021.00 lb /ft 7.0000 - 1021.00 lb /ft No Load Case Summary 2 Service Load Cases 4 Equation Combinations —Load Cases Load Case ( 1)DL +LL - ( 2)Dead loads (13)FL Load Combination Summary Equation Combination: FL Combination: 1.55D Contributing Cases & Source DL +LL (D) Strength Service Results Analyze? Envelope? Yes Yes Yes Yes Yes No Yes VisualAnalysis 5.00 Report Company: G.H.M. Group, Inc. Engineer: Tom Marinos Project File: EXIST BEAM CENTER.vap Folder: Y:\PROJECTS\DRAWINGS Struct \114 .9_6lcalcs_\._. Nodal Displacements Node Result Case Name DX DY RZ in in deg N1 FL First Order 0.00 0.00 - 0.00495 N2 " 0.00 0.00 - 0.04503 N3 0.00 0.00 0.04503 N4 0.00 0.00 0.00495 Nodal Reactions Node Result Case Name FX FY MZ ib lb lb -ft N1 FL First Order 0.00 3414 -NA- N2 0.00 20299 -NA- N3 0.00 20299 -NA- N4 II 0.00 3414 -NA- Member Internal Forces Member Result Case Name M1 FL First Order Offset Fx Vy Mz ft lb lb lb -ft 0.00 0.00 3414 0.00 0.78 0.00 2022 2109 1.56 0.00 630.2 3143 2.33 0.00 -761 3090 3.11 0.00 -2153 1957 3.89 0.00 -3545 -258 4.67 0.00 -4937 -3558 5.44 0.00 -6329 -7938 6.22 0.00 -7721 -13405 7.00 0.00 -9113 -19948 0.00 0.00 11185 -19948 1.39 0.00 8700 -6152 2.78 0.00 6214 4212 4.17 0.00 3728 11110 5.56 0.00 1242 14565 6.94 0.00 -1242 14565 8.33 0.00 -3728 11110 9.72 0.00 -6214 4212 11.11 0.00 -8700 -6152 12.50 0.00 -11185 -19948 0.00 0.00 9113 -19948 0.78 0.00 7721 -13405 1.56 0.00 6329 -7938 2.33 0.00 4937 -3558 3.11 0.00 3545 -258 3.89 0.00 2153 1957 4.67 0.00 761.8 3090 5.44 0.00 -630 3143 6.22 0.00 -2022 2109 7.00 0.00 -3414 0.00 PROJECT: ggP2 (JO £ ,o e j CJ — Neut.) S 11. PEE AI \ L oc.Fl -Tc »-1 yi— pl2rTDiJ ._mdj4L JDFt. SS s I = `3ev gurfw t 3 Lopti .0) p j_ 1k xt2� Z�gO ice' �ttn - 3 26 12144 1� 41r1 w p � Ign 'Vie; Ib5 " 4694 Palm Avenue, Suite 203 Hialeah, Florida Tel 305 821 1281 Fax 305 825 1705 u5E G.H.M. croup, Inc. Partnering Engineering with Business 4694 Palm Avenue, Suite 203 Hialeah, Florida 33012 F�;tt Marinos, P-E Reg7No- 5.1.562 EB No. 07770 V_ P51214 a�L = 5(. )4 16; o L y t 3'34 ET / 3c.c) '— ' ORDER: 1a 41245 ‘ ENG: T.M. CHK: DATE: 9 b,-0A,J@1610. OIL W5)CZ() sue. RewAt 4 ° 2 3G" Of ,Q 'j4 � ) O Surveying Services offered by J.H. Manucy, Inc. 4694 Palm Avenue, Suite 203 Hialeah, Florida PROJECT; %' ✓'` ePrkh ° (vS 113 FL E. G. H.M . group, Inc. Partnering Engineering with Business 4694 Palm Avenue, Suite 203 Hialeah, Florida 33012 Torn Maeirtos; P-E- Reg. - No--5 i•562 EB No. 07770 ORDER: /O `'Z56 ENG: T.M. CHK: DATE 5 203 uPl4¢6A beww, C = 6�n t x 1,33= 16C/ E S°r+- Io= flues . X 16 �T i A-7) vk_ /02ti r Pe.6/S 4-, I 050 (?) sika? p°( tx — o tL . aEicrin cotum Ecrt tut cov NA „Li lc L-Sit' n I / 7 - 4 L , (N.€ 1e_4,4 s-f I be w, IL..4) Co klk.tecT! o i.) Cot,. isle- . ,� vi t 60(7 11 5S 4/ 6 1 -� 6 >) 6� OJ —� 2930 c0 © g . l i s �� coht &iatrty' Y 2,4 t,�1(aC � � c.i �. S S E'/Yt 8 . V 1 � f-1- t f,Tl � _ I D 2, ° — (o<</ U5"g t � ftkoti .spaA4 puiieoy(-q vex ,, —ate i swe E coviAec. -iuvi earner: 4694 Palm Avenue, Suite 203 Hialeah, Florida Tel 305 821 1281 Fax 305 825 1705 Surveying Services offered by J.H. Manucy, Inc. 4694 Palm Avenue, Suite 203 Hialeah, Florida PROJECT: 4694 Palm Avenue, Suite 203 Hialeah, Florida Tel 305 821 1281 Fax 305 825 1705 G.H.M. croup, Inc. Partnering Engineering with Business 4694 Palm Avenue, Suite 203 Hialeah, Florida 33012 Tun Marinoa, P E. Reg- No7 F2R_Jort1O (Zest() Ewa._ EB No. 07770 £1 iL oPitTT.on Fo xibAT - tviv kF Coy - eft SE 7t taut .6012.0?) F 6 /o,c 1,33xl x1s�v = lgg� Par/141i ORDER: � 0 T 2 v 6 ENG: T.M. CHK: DATE: -2 -03 zCp/fY 3 TG ,e SooS2' far I s i title E. �- uP _ 3 -to =- x )�- 16 P‘J.0= rs, +. `,c Sx 2„ (. s 2.Au ) //61 > /! S use 5 S--)e.2.1 Surveying Services offered by J.H. Manucy, Inc. 4694 Palm Avenue, Suite 203 Hialeah, Florida CRIL EMr Pt6 Ufa •w SF� 4694 Palm Avenue, Suite 203 Hialeah, Florida Tel 305 821 1281 Fax 305 825 1705 vivcr G.H.M. PROJECT: ‘3E--F- R- 4 I0E444E— croup, rnc. Partnering Engineering with Business 4694 Palm Avenue, Suite 203 Hialeah, Florida 33012 Tom Marinos; F:E -Reg: No. 5±562- ----- ) 1 %;=" c?)(41— FT' EB No. 07770 ORDER: to YZS( ENG: T.M. CHK: DATE: 1 4 -03 kieru P lL f %1 f ; � X 1 6 '; C 2,, k ) 14c 64- e.itc. 0-102( rite6009:f Lank, -- De-,s1614 Use G P S s = 6 o S= 13 P I use it-tuoP f Surveying Services offered by J.H. Manucy, Inc. 4694 Palm Avenue, Suite 203 Hialeah, Florida 9/25/1903 1 104286 TM 11' HIGH WALL Page INSPECTED MASONRY MASONRY WALL DESIGN fin : =1500 psi Effective height : = 11.0 Feet P := 1400 pif M := 847 I -ft/ft t : = 7.5 inches Fsa : =24000 psi Es • = 29000000 psi n : _ n = 21.5 d: =t d =3.75 inches - (9001m) 2 b := 12 inches Allowable Stresses in Masonry Walls r : = 2.60 Fba := 0.33•fin R(Effective_height,r) Faa := 0.25•fin•R(Effective height,r) Applied Stresses in Masonry Check Axial Compression fa : = P fa =16 psi b•t fa =16 « Faa = 326 OK Check Flexural Stresses (Masonry and Steel) Try Steel: Ast : = 0.31- = 0.116 in #5 at 32" o.c. 32 p Ast b•d k := J2•p•n+ (p (p Fm : - 2•M. 12 j k•b•d fs :_ M•12 p•j•b•d 2 GHM GROUP, INC. 4694 PALM AVENUE HIALEAH, FLORIDA 33012 70•r 2 if Effective_height• 12 >99 (Effective 12) r 1 (Effectiveheiht. 12) 2 otherwise 140• r p = 0.003 Fm = 471 psi fs = 25737 psi k =0.282 j: =1 -k 3 Effective _height. 12 _ 51 Fba = 495 • psi Faa = 326 psi j = 0.91 9/25/1903 CHECK COMBINED STRESSES (Allow 33% increase due to wind - Kd =1.00) fa Fm - - =1 + Faa Fba fs =1.07 Fsa GHM GROUP, INC. 4694 PALM AVENUE HIALEAH, FLORIDA 33012 «< 1.33 OK «< 1.33 OK 2 104286 TM G.H.M. PROJECT: F ( AlI 0 2E t (: FaLA(L croup, mc. Partnering Engineering with Business 4694 Palm Avenue, Suite 203 Hialeah, Florida 33012 Torn Maririoa, P.E- Reg. No. 51562 OF IA 1Q Al CPT, W Ftb loo p JJ 9,o% = '1 = 6213 ( Z21Cp(f- cAL. 2` L. )/ .EF� ■) atj . EB No. 07770 L) ': ;/ ' Tt t fC 7 J Jib ).L v b`3P L2« p l o,L Teo tnF_ 1, T) cealri C iemEE ) ukijo. G, REt TH/ -k&- "Fo a SttEn- L_ (2.FS iS l cE . 4694 Palm Avenue, Suite 203 Hialeah, Florida Tel 305 821 1281 Fax 305 8251705 ORDER: /047-‘56 ENG: T.M. CHK: DATE: 9-2 CO3 = 7921 Surveying Services offered by J.H. Manucy, Inc. 4694 Palm Avenue, Suite 203 Hialeah, Florida PROJECT: 7 E - D 3-, t ff R2.0t.0 60 - FNS T-(2,1-rv x ) 20 p l f x�= 9bv U� I , �� btu p �- / 2 04,e- Frn (1.) '/2,4 cr FM r3 �/ i rz 2;401. 4v1. - LFSSDG 6t/K4 /Fg eatit oJ+ . -�- 4 (5, �2�1 -= 655� � 2_ S6,g� U 2220 '` ©� 89x A? v �6 OP t 9 . 6 __ 6c5 6`" arc_ 4694 Palm Avenue, Suite 203 Hialeah, Florida Tel 305 821 1281 Fax 305 825 1705 0 J,4,11,0) v croup, inc. Partnering Engineering with Business 4694 Palm Avenue, Suite 203 Hialeah, Florida 33012 Tom Marinos, P-F- Reg -No. 51562 G.H.M EB No. 07770 ORDER: 1 - 2: 1 (A) ENG: T.M. CHK: (-- DATE: - 1 . - 4 4 3 Surveying Services offered by J.H. Manucy, Inc. 4694 Palm Avenue, Suite 203 Hialeah, Florida PROJECT: 4 6 ( 2 / 2 IZFS I OGAt C6 G.H.M. ,roup, mc. Partnering Engineering with Business 4694 Palm Avenue, Suite 203 Hialeah, Florida 33012 T urtrMviarinua, F.E. Reg: 51 362 9'- C -14aditie :a) FRdA.l i fraM 4694 Palm Avenue, Suite 203 Hialeah, Florida Tel 305 821 1281 Fax 305 825 1705 Z Z S � Pimp: 5 hhx/ = l 613 S P A-0 vF Gfi .c &I C. — . 333-2,1- yo�� 613x b t 6� '` s',‘1 rie PI d:. / z(P/7//2_ :::. 6, in /4 _3 o.GY366JJ ri3J'd =) 8, i of 1n 3 6 9v Il. 1� . = sty )(12= 66 C tt �� ' L J1:: 32_6 in i 2 - �g w =/2-`71q7)4 Z _ g22 — / Pc &-t_oc 61 )466 =0 3i. 01/93 o<. A66 coal EB No. 07770 ORDER: /V 976 6 6 ENG: T.M. CHK: e C- DATE: 7- -03 Surveying Services offered by J.H. Manucy, Inc. 4694 Palm Avenue, Suite 203 Hialeah, Florida G.H.M. PROJECT: E2 2F,�5106iLtE croup, Inc. Partnering Engineering with Business 4694 Palm Avenue, Suite 203 Hialeah, Florida 33012 Tom Marinos, P.E. Reg: 5 rSoz EB No. 07770 ORDER: /0 V2.06 ENG: T.M. CHK: DATE: 2 a -03 CftiL S tttma L o&J A1,6imu r V=6/3 35/3 1/664# 353/ 0 /913 LE s trffA�lZ , Z T � v�.ftCE % ii = Zl el)-AA-19.1,1 S 4 7:4.441,/v)* ��a� _ / L/ )1169 3 6 1 _ Oa ( 'f- o7 0�� 01 56 7226 2/3 U «' . q t+1 L- KW l t, R L) o /S� 4694 Palm Avenue, Suite 203 Hialeah, Florida Tel 305 821 1281 Fax 305 825 1705 Surveying Services offered by J.H. Manucy, Inc. 4694 Palm Avenue, Suite 203 Hialeah, Florida (Y ■e PROJECT: 5 ePi P J O R.ES opeolt& RAD E.e- (4.)Pf2t 351'E --t 4694 Palm Avenue, Suite 203 Hialeah, Florida Tel 305 821 1281 Fax 305 825 1705 13ski _ LL's G.H.M. croup, Inc. Partnering Engineering with Business 4694 Palm Avenue, Suite 203 Hialeah, Florida 33012 Tom Mali .,s, P.E. Reg. No. 51562 0, 06 1)(4,401 cA o uopsL �(2 to 52 1 L. 21 X12 2 6 06 35t /v 600 000 6,1:s" ()IL i? 2,4-ki tzc&. EB No. 07770 ORDER: /0. i2 4 7 . ENG: T.M. CHK: DATE: 9 -2c -03 oroi.2t x2= 66 s�3 M.= � l g I 3. l 000 3 Cr-,■40 FiO44 X t L) 5e 4 x 12 60fra0 05z. ! h 4.weo/oi / 2 , 4444 Surveying Services offered by J.H. Manucy, Inc. 4694 Palm Avenue, Suite 203 Hialeah, Florida ac, Lek V - g p irv-k . �O �: 21 = I vS0 � /z PROJECT: C'9--CL 10 4694 Palm Avenue, Suite 203 Hialeah, Florida Tel 305 821 1281 Fax 305 825 1705 UStj (2) 2 521 wT. /o2 o Z. zosiv o L uSF ).-969pi rrra tiov7s 0 2= 2°v tl) >> 1o4; 4 A . \ t 1 Cog- upIL(4-, u-5e mF� A G.H.M. L,roup, inc. Partnering Engineering with Business 4694 Palm Avenue, Suite 203 • Hialeah, Florida 33012 Tom Marthos Reg-No-`51562 tL 4 1ejtw r 0105 EB No. 07770 ro- titi/ 0 5 3 ORDER: 10 4151 ENG: T.M. CHK: DATE: Q j -2 S -03 Surveying Services offered by J.H. Manucy, Inc. 4694 Palm Avenue, Suite 203 Hialeah, Florida APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY 1, ( ea 131 e 1 ic/i:�la s r) to re- occupy the single family residence known as : (address) /a 90 )2 E / / � 7 ` , e_7 , Miami Shores, Florida. Legal Description: —fret Lot: Block PB & PG: I hereby certify that I understand that the zoning of the property is for single - family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re- Occupancy that may be issued by Miami Shores Village, certifies only that the referenced property is being used for single- family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on su pro • erty. Applicant i`i �� : , Date /� / Print : �� e v or C f ******************** r 7 ************************* * * * * * * * * * * * * * * * * * * * * * * * * *. * * * ** For purposes of conducting the inspection required by Section 902 of the Miami Shores Land Development and Zoning Code, please contact: ? le Contact Name: fS f%j e / S a Buyer Seller Realtor _/. Company Name eAkhoe,"/ 7a`lLer Application Fee (S50) paid: Cash Inspected by: Comments: Approved Check No. PAGE 1 OF 2 , hereby apply for a certificate 30J Telephone: 7 S`'/– 9 9 97 , 3 Denied Date 1Z//‘ CER'I LFICATE OF RE- OCCUPANCY On behalf of Miami Shores Village, Florida, the undersigned certifies that the property described in the above application has bee inspected for purposes of re- occupancy pursuant to Sections 901 and 902 of the Miami Shores Land Development and Zoning Code and that such property may be re- occupied by the above applicant for single - family residential purposes. PAGE 2 OF 2 MIAMI SHORES GE, FLORIDA By: Date of Certification: /Z /(C 2._ z THIS CER1'iPICATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY MIAMI SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE MIAMI SHORES LAND AND DEVELOPMENT CODE PERTAINING SOJ.F.T,Y TO THE REQUIREMENT THAT EACH ONE - FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE - FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CER L ICATE DOES NOT CONSTITUTE ANY - REPRESENTATION OR WARRANTY AS TO THE CONDITION OF THE DWELLING OR OTHER STRUCTURES ON THE PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH • CONDITION, AND INTERESTED PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO DETERMINE THE CONDITION, THEREOF. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. William Weidmann 1290 N.E. 101 st. Owner's Name and Address No. Street Registered Architect andlor Engineer Name and address of licensed contractor INTER - COASTAL MARINE CONSTRUCTION 1818 S.W. . 17th Terrace Location and legal description of lot to be built on: 9 � Lo Block Subdivision fii i4J IL Z // fa B /'f '4 / ? / 1290 N.E. 101 st. Street and Number where work is to be done Seawall cap repair, remove p<ate work to be done and purpose of building (by floors), state exterior colors (submit samples) existing seawall cap and repour a new cap to the same size as original. and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering L stimated Total cost of improvements S Four Thousand Amount of Permit. S 1 7,0 Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof. and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit: and will post • cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees it'q employ only s, h s .c. tractors, . work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA COUNTY OF DADE. ss. Before me. the trridersigned /}horit and who, being by me first duly sworn, upon oath deposes and says that he is the Permit No. Disapproved \ \/ Date (Signed) ld Building Inspector Date Read, Sworn G // � 19__ a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared of the above described construction, that he has carefully read the foregoin application. and hat he did sig the sa e. and t at all fats the =ein by him stated are irtte. q/ 1 to bscribpd +: re e. AOP My Commission Expires L= 9ao otary Et 'f t grill NY UNINISSION `ytP. APi2.141592 WID THRU GEfiEP,AL US. U$O. to me well known. PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved P ate Disapproved Date NOTE: A charge of 525.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA - ELECTRICAL ❑ Date'' // 19_41 PLUMBING ❑ PERMIT N° 8524 Contractor's 14• Z ROOFING ❑ License No. «+� Owner of Building Q t+. II I # ,R Nt Work to be performed under this Permit Architect Contractor or Builder i 4 it-e40 4,4 t ,,., 4 Legal Lot Subdi- Description I 1 131 vision � • CONTRACTO or BUILDER Sq Ft. Address of i -• i I ' C alue of "'"` I 1 Amount of Building '' d Cs ' f , Project $ '� II Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. , 4 , 4 t p Signed • 4." ( � ' SIR) BY In consideration of the issuance to me of this permit I agree to erform the work covered hereunder in compliance with all .prdinances and regulations pertaining thereto and in strict conformity with the plans, drawings, sf� 1�",, ements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done ither, myself, my agent, servant or employee. BY AUTHORITY STATE OF FLORIDA, COUNTY OF DADE. j ss. BUILDING INSPECTION DEPARTMENT APPLICATION FE3 IUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Permit No Disapproved /r (Signed) __CA -- -r 4- Ir . '? MIAMI SHE3RES VILLAGE 2 Date__ Date Building Inspector PLA nn Date / // '�""� , 19 7 Owner's Name and Address T 1.___ No /. 90 Street_ Yi Registered Architect and /or Engineer N., _ o �.7 V t�___ . .__ Name and address of licensed contractor °f <m Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done____i 2-1? - 0 - S' / 0/ State work to be done and purpose of building (by floors) e - - - -- and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of 1 - 4 - 1 ov>: Kind of foundation Roof Covering Sc o o co. Estimated Total cost of improvements $ Amount of Permit $ (?-- Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to she building and its construction may be sent tot& ' m 6••∎ - Cr. 7 O a 77- e 7 F AA 9) \6\ Remarks (Signed) ,._ The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. - Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. )SC Read, Sworn to and Subscribed before me. G BOARD DATE Notary Public, State of Florida Commission Expires Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. w0 ■-k Sire_ • • taD ifc C■F '1;,;;6i.r.•? r• enop.-zz,-ticz. FERMI r.r.;.. 6 - - DacRI:777 C alla her), Res., /.2 96 7, ShO 3 d FY*, 5 D M Tr.`17Lat-ir)e Cone: Co. 7°'e. 7rn _:thiarckdr:ThioLiA_s_ 9" _ er Atzucli- e ci .4r3 '/d f �i.,�,W 1S yr2 6L '.21v 2 oL ' . z.rt4 o,] e((J. M -4 oa A ;1r.iE "4" 9 •u 06r/ 494 /e//e0 cfd l' p.sa „8 x .XC • BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder 1 Legal Lot II BI. Description. Address of Building In consideration of the pertaining thereto and in strict In acceptip,g this permit I assu t r tn.I MIAMI SHORES VILLAGE, FLORIDA ❑ PERMIT N° 15459 ❑ Work to be performed under this Permit Signed• Subdi- vision CONTRACTOR OR BUILDER ,F ,/ "" " BY Value of Project $ DATE Contractor's License No Amt. of a ,; Permit $ ,,, This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. f 195 BY INSPECTOR issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. me for all work done by either, m»elf, , my agent, servant or employee. 4 i Xf.'•'•.A/"�e' 6 Y e r .4I'T i.....�,Yb!'.ar✓' AUTHORITY MIAMI SHORES VILLAGE BUILDING; INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the det, iled statemen' of the plans and specifications herewith submitted for the build- ing or o her structure her v• described. This ::pi licatic, is made in compliance and con o•m•ty w.th the Building Ordinance of Miami Shores Village, Oor.da, and all pro•• isions of the Laws cf the State of Fkrid.. all o dnances :,f Mi ..ni Shores Village and all rules and regulations of the Building Div.. i of 'i:,am Sho; • • . s illage h 'l ',e , o ipl.ed with, whether herein specified or not. A copy of approved plans and specificati •n must be kei.' at building durin progress of tl.e wcrk. Owner' Name and Address. Registered Architect and /or Engineer._ Name .ind address of licensed contractor Location and legal description of lot to be built on: Lot Block.. Subdivision Street and Number where work is to be done_ State w rk to be d . e and purpose of building (by floors) - -- - - -- and for no other purpose. New Building_ .. _ . Remodeling. _ ____ _ ._. Addition Repairs_ - _ - No. of Stories. To be constructed of. __. _ .. Kind of foundation O Roof v sing_ .. _ Estimated TDtal cost of improvements $__. . _ f _. �- ._ . Amount of Permit $__ . . Zone cubage required_ __. — ___ --Plan Cubage Distance to next nearest building__ _ _ _ _ _-Size of Building Lot Maximum live load to be borne by each fl o o r _ .. _....__ .. hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The uncle. signed applicant for this building permit does hereby certify that he understands and accepts his L- bligations as an employer of labor under he Florida Workmen's Compensation Act being Si•rtion 5966, Coi.•pied Gen al Laws of Florida Per anen. Sipple cent, and has compUed with he provisions thereof, and will require similar compliance from all contractors or sub-contractors emplo -ed by him in the work to be performed under this permit: and will post or cause to be posted for inspection on the site of the work su.:h public noti• e or i..otices as are required by the Act. The u :id•.•r signed agrees to employ only such subcontr• ctors, on work to be perform d .. der this permit. as are licensed by Miami Shores Village. Remarks__ (Signed) STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths .nd take acknowledgments, personally ep- peared . - . _ -- -- and who, being by me first dhily sworn, upon oath deposes and says that he is the . of th abov. de •cribed :ustruction . ti....t h: has carei,illy read the foregoing application, and that he did sign the same, and that all facts therein by him stated are tr•ie. Permit No Member Member ._ ...`K • Chairman :. _!3, Council Approved Date Disapproved .. _ Date --- -- - - -- - -- (Signed) - - - Building spector 11 r ... e � . .....„0 Read, Sworn to and Subscribed before me. PLANNING BOARD 1 t - - - -- -- -- - --- 0 �d No Street. l01 Notary Public State of Florida My Commission Expires. d)=-Soe i ' DATE Member . Member Member 7 .to me well known, ..__ _Date Disapproved ..... Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application ,'fh:r approval his hecn obtained from the Planr.:ng Board. A re--inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspe :•t•or or fa..ity materials and/or workmanship.