Loading...
BUILDING PERMIT1 D E S r I G N S T U D I 0 LANDSCAPE ARCHITECTURE I URBAN DESIGN I ARCHITECTURE Miami Shores Village Building Department Att. Mr. Curtis Craig RE: BP 03 -1968 Schmidhoffer Residence 450 NE 91 Street Miami Shores, F1.33138 Plan Revisions Errata Sheet: Revision #1: 1/08/2004 A -1: • Change in legend to note existing and proposed Finish Floor Elevations to refer to NGVD • Increase driveway width towards the west to line -up with concrete strips. • Instead of Strips of concrete Pavers for driveway, use monolithic concrete strip from sidewalk to 5' -0" away from north house wall. • There is no shed in the back yard, it was already removed. • Noted and shaded 5' planting set back from house to driveway. A - 3 • Note: For Driveway Demo See A -1, Revision #1 • Void Alternate A - 6 • Void Alternate Revision #2: 3/16/2004 °Hz rr A -1 • Remove concrete area at driveway on Public Swale to line up w /strips and making driveway 17' -0" A - 3 • Existing house elevation +9.96' NGVD • Existing Garage Elevation +9.06' NGVD A - 5 • Proposed elevation to match existing elevation at +9'96 NGVD, noted. A - 6 • Full view window, no mullion. • Added window pressures. • Finish Floor Elevation noted on PROPOSED ELEVATIONS. A - 10 • Window Schedule change Window lA Full View. • Door Schedule: New Impact Resistant Sliding Glass Door. 4014 CHASE AVENUE #219 MIAMI BEACH, FLORIDA 33140 T: 305.538.9062 F: 305.534.9062 WWW.SAVINOMILLER.COM Village of Miami Shores BP 03 -1968 Errata Sheet Cont. Revision # 3: 3/29/2004 A -5 • Eliminate Glass Block that was replacing existing window to 8' CMU , to block to close opening. • Change side in -swing French doors to sliding glass doors from dinning room to outside, with dimensions and pressures A - 6 • Eliminate Glass Block that was replacing existing window to 8' CMU , to block to close opening. A - 7 • Side door opening dimension : 8' - 0" A - 8 • New Sliding Door on Kitchen Interior Elevation #1 A - 9 • Enlarged Floor Plan and Interior Elevation #5, showing blocked Master Bathroom south wall A - 10 • Window Schedule Void Glass Block. A - 11 • Void Glass Block Details M, K, L, 0 Not applicable. Plans Re submitted on March 30 2004: A -1, A -3, A -5, A -6, A -7, A -8, A -9, A -10, A -11 By Savino & Miller Design Studio: Adriana Savino - Miller , AIA Date: March 29,2004 FL. AR14444 Note 1: All Planning & Zoning Critiques were addressed. We met Mr. Berg on March 26, 2004 and he signed off. Survey ad Elevation Certificate Provided. Bay Window set -back, ok. according to set backs criteria. Driveway comments addressed (See Revisions A -1) Metal Shed is not there was removed when owners bought the house. (See updated Survey and A -1) Note 2: Recently hired General Contractor will supply Notice of Commencement, and Electrical, Mechanical, Plumbing permits. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE „---Date x/ ,// 3Job Address 2 ' Tax Folio /J�° 1 9 OW (r7��" Legal Description 1 1 �Owne��/ Lessee /Tenant ( 7 US Ya �n Z Master Permit # j a / Owner's Address zit SD it). £ • 9, s� S/' Phone (30J') '74 ? Contracting Co. 1./ivh/1 Address Qualifier SS# - - Phone State ! Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL WORK DESCRIPTION ,e7/e /Q /Lee,✓ 9 41--,e-/ � ,f /A) 6 6x/e,,f,e 57/4- p "Square Pt. Estimated Cost(value) 2 /s000 '^ WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and /or Condo President ignatur of Contractor o Own -Builder Date: Date: � 1f /f, Notary as to Owner and /or Condo President My Commission Expires: ** * * * * * * * * FEES: PERMITT419 RADON C.C.F. APPROVED: Fire Zoning Buildin PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN * JOSEPHINE CHURCH 1 . tar, as to ;r ^ `, o' ° : . . y om isswn xp. y Commission ' r No. CC197545 * * NOTARY D TOTAL DUE 7.:5i C® ** Other Electrical Mechanical Plumbing Engineering • • • • • ' f I 11 gm. • •C's FT I t)oo •• FT4 , I t T "' ••••••-■ ' • EL FOT,L- a L fi\1 E 5T I .... 17_ • •-".. ; Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot 6 Block 1 Subdivision Street and Number where work is to be done Uotuoen 440 Disapproved ( Signed) Building Inspector MIAMI SHORES VILLAGE �� (c) 5(Frr 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 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. Owner's Name and Address 7alter F ederich J No 210 Street P' o 9%0 98th Sf Tffanfred Un ro -oo Builder State work to be done and purpose of building (by floors) Chairman Member Member Council Approved Date Date - - 30 Decedbg ' ,19. Pertn 1 b,6L N„ E 21st. St. One :tory single fami3j residence and for no other purpose. New Building Remodeling Addition Repairs No. of Stories 1 - To be constructed of ,r. Kind of foundation 10X16 16 concrete Roof Covering TVU.S3 - £t th Estimated Total cost of improvements $__ 000.00 Amount of Permit $ Z • l Zone cubage required ' -1 a ‘°° plan Cubage 1 4 r _�3� • t(o Distance to next nearest building 20 feet Size of Building Lot 50 X 135003 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 the building and its construction may be sent to _---- - aboaQ ..._ :ZIo' 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, 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 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 p bcontrac ors, on work to be, perf . ed under this permit, as are licensed by Miami Shores Village. , / � Remarks_._ ( Signed) PL NING BOARD DATE 7 _ - (3 '7' STATE OF FLORIDA, COUNTY OF DADE. ss. 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 sta ed are true. y Permit No— ° ®, r Date 3- 3 - � j � Read, Sworn to and Subscribed before me. Date__ Notary Public, State of Florida My Commission Expires Member Member Member 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 45575 `i= .. , CO5r/ .. - .. •• 5006\ io /2 // /0 9 8 7 5 41 3 2 / 13 /4 /5 /6 /7 /8 /9 20 2/ 22 23 24 �. 0.0' 5044- ., . 91 _ ,. ., 50.049 • '2f( 7a? ‘1- 4i i'VI E Order No. At E Date R E V I S I O N S i STREET 1 Field Book S CHW SKETCH OF SURVEY: Lot 6, Block 1, EL PORTAL., according to the plat thereof, as recorded in Plat Book 9, Page 101 of the Public Records of Dade County, Florida. Order No. 92546 Field Book 1453/78 I HEREBY CERTIFY: That the attached "SKETCH OF SURVEY" of the above described property is true and correct to the best of my knowledge and belief as recent- ly surveyed and platted under my direction. -SHIS 'SOCIATES, INC, V.Pres. egistered Land Surveyor # 9;tr- State of Florida Signature Lk; 1(1 STREET 5'co%.= = =/co' Date: November 12, 1968 Scales Shown Reg.Land Surveyor# State -6Y-Fla. Reg. Lata Surveyor; Sta1 r'la. Re :. Lanct 5urveyOr "" �S1c e o la. Rpa.r.and Survevord Stace of "Ta. THIS LICENSE MUST BE DISPLAYED. IN A CONSPICUOUS PLACE A PENALTY IS IMPOSED FOR FAILURE TO KEG THIS LICENSE EXHIBITED AT YOUR ESTABLISHMENT OR PLACE OF BUSINESS Village THIS LICENSE f1E 'RTION In consideration of the sum of Twenty fig anti no/100 Dollars ($ 26.00 Paid to Miami Shores Village, Dade County, State of Florida, WAI.TEP A. FREI'ERIfl JR. 210 N.E. 98th St. is hereby licensed to engage in or operate the business of OWNEI? R LITfE11 01 ter Date Issued 8.31-3 License CF REF: VENCE A CAW LE. : +i tNt$eot10320 MIAMI SHORES VILLAGE, By RDA THIS LICENSE NOT TRANSFERABLE WITHOUT THE APPROVAL OF THE V 1, E MANAGER. ABBOT MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date______30___J'ecember 1968 ,19.6 _ Owner's Name and Address Glalter A. 1 rederich No 2 0 Street_ .. E 98th St. Registered Architect and /or Engineer F ?anfred Ungaro Name and address of licensed contractor Owner Builder Location and legal description of lot to be built on: Lot 6 Block 1 Subdivision nl Portal Street and Number where work is to be done Petween 440 and 464. N, E, list, St,. State work to be done and purpose of building (by floors) one story single fatally residence -------- - - - - -- and for no other purpose. New Building XXXX Remodeling Addition Repairs No. of Stories 1 To be constructed of CBS Kind of foundation 10x16 concrete Roof Covering`' l$I3'� 3e Estimated Total cost of improvements $___ 0 Q© Amount of Permit $ Zone cubage required plan Cubage Distance to next nearest building 20 feet Size of Building Lot__ 5° X 1 35.03 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 the building and its construction may be sent to ... -- - - - $ Jove owner 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, 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 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. Remarks ------------- (Signed) STATE OF FLORIDA, COUNTY OF DADE. j ss 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. Permit No Date Read, Sworn to and Subscribed before me. Disapproved Date__ Notary Public, State of Florida (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE 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. Name of Company or Corporation Address /® 7) e. Street No or 0. Box City Name of Owner (If a firm, the names of all members of the firm; if a corporation, the names of all officers of the corporation.) Nature of Business Names and Numbers Employees (Masters and Journeymen): License Number other Municipalities: Name and Amounts Insurance Carried: - C!1?7: /O0 (3f)r) . - &14000 — c 000 i 7T fflU .A �, U 0 -64 Financial References: Sworn to and Subscribed Before me NOTARY PUBLIC - State of Florida My Commission Expires APPLICATION FOR CONTRAC1DM' S LICENSE PMMIAMI SHORES VILLAGE FLORIDA Date thatitEL dui2 ge £ 74u41,; J Phone Phone BUILDING OWNER'S NAME MARIANNE SCHMIDHOFER 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES - 120652 B4. MAP AND PANEL NUMBER 12025C0093 EMA F r?i 81 -31, January 2003 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. 450 NE 91 STREET CITY STATE ZIP CODE MIAMI SHORES FL 33138 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 6, BLOCK 1 "EL PORTAL ", PLAT BOOK 9, PAGE 101, PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA BUILDING USE (e.g.. Residential, Non - residential. Addition, Accessory, etc. Use Comments section if necessary.) RESIDENTIAL LATITUDE /LONGITUDE (OPTIONAL) HORIZONTAL DATUM: ( ## °- ##' ##.##" or ##.##### °) NAD 1927 ❑.NAD 1983 SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B2. COUNTY NAME MIAMI -DADE 83. STATE FLORIDA B5. SUFFIX J B6. FIRM INDEX DATE 07/17/1995 87. FIRM PANEL EFFECTIVE /REVISED DATE 03/02/1994 B8. FLOOD ZONE(S) X 89. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) N/A 310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): 311. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): 312. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) ;1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. ;2. 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.) :3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, AR /AE, AR/A1 -A30, AR/AH, AR /AO Complete Items C3a -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 NGVD Conversion /Comments NONE Elevation reference mark used BM Does the elevation reference mark used appear on the FIRM? ❑ Yes o a) Top of bottom floor (including basement or enclosure) 9.96 ft.(m) o b) Top of next higher floor 9.05 ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A ft.(m) o d) Attached garage (top of slab) N/A ft.(m) o e) Lowest elevation of machinery and /or equipment servicing the building (A/C SLAB) N/A ft.(m) o f) Lowest adjacent grade (LAG) 8_4 ft.(m) o g) Highest adjacent grade (HAG) 8_9 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 (OPEN) o i) Total area of all permanent openings (flood vents) in C3h 0 sq. in. (sq. cm) To ✓ • v o Iv D E c cn wco E m an J SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION TITL PROFE L SURVEYOR AND MAPPER COMPANY NAME J.H. MANUCY, INC. O.M.B. No. 3067 -0077 • Expires December 31, 2005 For Insurance Company Use: Policy Number Company NAIC Number ® No certification is to be signed and sealed by a and surveyor, engineer, or architect authorized by law to certify elevation information: I certify that the information in Sections A, B, and C on this certificate represents my best efforts.to interpret the data available. I understand th ny false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S JACOB GOMIS LICENSE NUMBER 6231 ADD 94 F I ��r CITY STATE ZIP CODE 4 4694 l A IF - SIIITF 201 HIAI FAH FL 33012 SIGN DATE TELEPHONE 01/79/7004 305 - 871 - 1781 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS For Insurance Company Use: Policy Number Company NAIC Number 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. 450 NE 91 STREET CITY STATE ZIP CODE MIAMI SHORES FL 33138 COMMENTS: SIGNATURE COMMENTS LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 -31, January 2003 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. 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. E1. 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.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. 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. E4. 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, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. PROPERTY OWNERS OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE 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. 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 COMPLIANCE /OCCUPANCY 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: DATE TELEPHONE TITLE TELEPHONE DATE . _ ft.(m) _ ft.(m) ❑ Check here if attachments ❑ Check here if attachments Datum: Datum: ❑ Check here if attachments REPLACES ALL PREVIOUS EDITIONS BUILDING OWNER'S NAME MARIANNE SCHMIDHOFER FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM • ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 450 NE 91 STREET CITY STATE ZIP CODE MIAMI SHORES FL 33138 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 6, BLOCK 1 "EL PORTAL ", PLAT BOOK 9, PAGE 101, PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA BUILDING USE (e.g.. Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) RESIDENTIAL LATITUDE /LONGITUDE (OPTIONAL) HORIZONTAL DATUM: ( ##° - ##' - ##.##" or ##.##### °) B2. COUNTY NAME MIAMI -DADE B3. STATE FLORIDA 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES - 120652 B5. SUFFIX J 86. FIRM INDEX DATE 07/17/1995 87. FIRM PANEL EFFECTIVE /REVISED DATE 03/02/1994 B8. FLOOD ZONE(S) • X 89. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) N/A 84. MAP AND PANEL NUMBER 12025C0093 310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): 311. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): 312. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date ;1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. :2. 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.) ;3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, AR /AE, AR/A1 -A30, AR/AH, AR/A0 Complete Items C3a -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 NGVD Conversion /Comments NONE Elevation reference mark used BM Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (including basement or enclosure) 9.96 ft.(m) o b) Top of next higher floor 9.05 ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A ft.(m) o o d) Attached garage (top of slab) NIA ft.(m) E o e) Lowest elevation of machinery and/or equipment v servicing the building (A/C SLAB) N/A ft.(m) E o f) Lowest adjacent grade (LAG) 8.4 ft.(m) z N CU o g) Highest adjacent grade (HAG) 8_9 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 (OPEN) o i) Total area of all permanent openings (flood vents) in C3h 0 sq. in. (sq. cm) ADD SS 4fig4 I MA IF - SIIITF 203 SIGN NAD 1927 ❑ NAD 1983 SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION TITL PROFE SURVEYOR AND MAPPER COMPANY NAME J.H. MANUCY, INC. O.M.B. No. 3067 - 0077 Expires December 31, 2005 For Insurance Company Use: Policy Number Company NAIC Number This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B. and C on this certificate represents my best efforts to interpret the data available. I understand th ny false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S JACOB GOMIS LICENSE NUMBER 6231 CITY STATE ZIP CODE HIAI FAH FL 33012 DATE TELEPHONE 01I2q/7004 305 -821 -1781 EMA r 81 - 31, January 2003 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. 450 NE 91 STREET CITY STATE ZIP CODE MIAMI SHORES FL 33138 Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS: 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.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. 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. E4. 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, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE COMMENTS 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 COMPLIANCE /OCCUPANCY 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: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 -31, January 2003 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) DATE TELEPHONE SECTION G - COMMUNITY INFORMATION (OPTIONAL) TITLE TELEPHONE DATE . _ft.(m) . _ ft.(m) For Insurance Company Use: Policy Number Company NAIC Number ❑ Check here if attachments ❑ Check here if attachments Datum: Datum: ❑ Check here if attachments REPLACES ALL PREVIOUS EDITIONS MEMORANDUM DATE: September 10, 2003 TO: Planning and Zoning Board FROM: Al Berg, Planning and Zoning Director ft SUBJECT: PZ #03- 0918 -03 Maryanne Schmidhofer 450 N.E. 91 Street REQUEST The applicants have filed an application for site plan approval for a garage enclosure and interior remodeling. SITE ANALYSIS The property is located in a single family, residential area and faces south on N. E. 91 Street. The lot is 50' wide and 135' deep. The applicant is requesting approval of a site plan for the above proposal. There will be some interior remodeling and the garage area will be converted to a dining room and kitchen. There will be a change in floor elevation but it's unclear if it will meet F.E.M.A. standards (8" above crown of road). An elevation certificate will be required. The exterior of the house will have two bay windows added and a set of French doors. This will be a nice addition to the home. A single concrete driveway will remain. STAFF RECOMMENDATION Staff recommends approval of the garage enclosure provided 1. The driveway is terminated 5' from the bay window. 2. A circular driveway is installed allowing for two parking spaces on the property (the proposal allows for only one). 3. A certificate of elevation (meeting minimum flood criteria) is provided for the garage enclosure ;;C,AN %S AN, i :A' ;,NS: AS Nis u.;MEN'S LE :; �E A,NE Sr- A sA N AVbt` VC . F 7 .1 n■l_IEf .JP NF _ efa .A Ezs La N VG' c 'Sf D ■NEE ,.■ ;STHER E. S Loa EE Er A #N . A E L.W V A N .. FENCE 1.10' CLEAR �AEv�S�3 S (STREET LIGHT FENCE 0.30' CLEAR iV. r. 91 te 3 rrRrr a CENTERLINE OF 10' RIGHT -OF -'NAY ANCH01 ■1g)Q' 00' 00" r 50. 00 ( WO 10. 00' • s CD 0 CAJ 1 7 . 5' DE PAVED POADNAY t 1 B OV / AG El / / /j ' � / / / r ✓ J L 14. 043' r. CD 6' 'HOOD FENCE o , DING NALIL 9. 8' • (0 ), , SCREENED -o�. PAT 10 1- ,' ROOM 1 ' -\ o • CC ' S(.30' 00' 00" N 50. 00't 110) oI ct LLJ o 'J U L.L.1 LL J U y U CD / 5' SIDEWALK [1. MANI Y, 2' , RCN n .p 2An, -4 FENCE 0. 15' CLEAR CONCRETE 1. 75' CLEAP FENCE 0.30' CLEAR UTILITY POLE Land Surveyors / Civil, StrLctural S Environmental Engineers 424 Pais AvePLe ■ Suite 203 Hlaieah, Florida 33012 Tel .(3-5)?2i-123t 2 Fax:(305)et5 -1705 ABBREVIATIONS. _ 2 (M) _ 3- (C) _ 4- PB = 5- PG = 6 C. B. S. 7- P = 8- A = 9- D = 10- CB = 11- T = 12- C = 13- • = 14- LB = 15- PLS = 16- PK NA i7 N = 18- 5 = 19- E 20- iV 21- ° 22- ' 23- RECORD MEASURED CALCULATED PLAT BOOK PAGE = CONCRETE BLOCK STUCCO RADIUS ARC DELTA CHORD BEARING TANGENT CHORD NUMBER LAND SURVEYING BUSINESS REGISTERED LAND SURVEYOR IL = PARKER/ KALCN NAIL NORTH SOUTH EAST NEST DEGREES MINUTES (BEARINGS) SECONDS (BEARINGS) 24 25 r90JECT NA:4E. J W LEGAL DESCRIPTION: SURvEYCR' S NOTES: 73. 50 00, T 50.00." 12 13 FD = FOUND JP = IRON PIPE 26 N.T S = NOT TO SCALE 27- P.0 B. = POINT OF BEGINNING 28 P. O. = POINT OF CCMMENCEMENT 29 EL = ELEVATION 30 NGVL = NATIONAL GEODETIC V E R T I C A L _ D 3 1 - MLS = MEAN SEA LEVEL 32- ENCP = ENCROACHMENT 33- CLR = CLEAR 34- CON', = CONCRETE 35- P /'w = RIGHT -OF -,SAY 36- C /'. = CENTERLINE 37- ESM' = EASEMENT 38- INV = INVERT 39- T. 0 P. = TOP OF PIPE 40- B 0 ' = BOTTOM OF PIPE 41- C L FENCE = CHAIN LINK FENCE 42- PSM = PROFESSIONAL SURVEYOR ,S MAPPi 43- (D) = DEED 44- (DOT) = DEPARTMENT OF 1RANSPOPTATI 45 O. P = OFFICIAL RECORDS BOCK 46- PP'M = PEPENENT REFERENCE MCNLMEN' (E %8' IRON PIN IN CONCRETE) 50 00 50 00" 14 15 15 17 0 L ,0 C . o.: 5. 0: N. E. 91ST. STREET 5c 00 II 10 9 8 7 B L 0 18 5Y00' N.E. 90TH. STREET 5 4 19 20 21 5' ` OC 03 1 50.0„ L5C.00 /0. ora rioN MAP 1" = 100' BOUNDAHY S Lot 6, Block 1 of 'EL PORTAL', according to the plat thereof as recorded in Plat Book 9, at Page 101, of the Public Records of Miami -Dade County, Florida. Property Address: 450 N. E 91st. Street, Miami Shores, Florida 33138 Tax Folio X11- 3206 - 0040 1- Lards shown hereon were not abstracted for easements and /or rights -of -way of record, except as shorn on recorded plat, if any 2 There are no encroachments either 'way across property lines, except 3S shown hereon, if any. 3 No attempt was made by this firm to locate underground utilities, footings of buildings, walls or fences, exce aS Shorin hEreUi1, if , 21‘y. 4- The direction of the North Arrow and Bearings shown hereon are based on an assumed bearing of N.90 °O0'00'E along the North line of Block 1 of 'EL PORTAL', according to the plat thereof 35 recorded in Plat Book 9, at Page 101, of the Public Records of Miami -Dade, Florida, and all other bearings are relative thereto. 5 Elevations shown hereon are based on National Geodetic Vertical Datum. ( 1929 Mean Sea Level ) 6 Benchmark Used: Miami -Dade County Penchmark N -603R. Elevation = +8.11' SUR'VEYOR'S CERTIFICATION: J. H. 12NUCY 50. 00' 50 00 50 00' 50. 00" T 50 0 MA / NNE c MIDOOP 3 2 1 22 23 r? sfl 24 °I n w W Ln Li I HEREBY CERTIFY THAT: in the professional opinion of the undersigned Professional Surveyor .5 Mapper in the State of Florida, the following Boundary Survey meets the requirements of the Minimum Technical Standards as set forth by the Florida Board of Professional Surveyors and (Mappers in Chapter 61(317, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. Further, this certificlte is based on observations of field measurements performed on 1- `t- c —' and other information available to the undersigned at the time the services were rendered. Copies of this Boundary Survey are not valid 'without the signature and the original raised seal of a Florida licensed surveyor and mapper, said embossed copes are for the specific use of those entities that the Boundary Survey have been certified to. Additions or deletions to this map by other than the signing party or pantie is prohibited without written consent of the signing party or parties. BY' y . ▪ - - Dated this 1 -E- day of . )Ceti ;6- JACL G, '. ,M I S,•`5��'tgVEYCR 6 MAPPER NO. 6231, STATE OF FLORIDA BERN, HERNANDEZ, SURVEYOR 6 MAPPER NO. 2905, STATE CF FLORIDA SURVEY CA1E: 01/09/2004 r, A.nY J. G. ChECKEO: J. G. SCALE: 1' • 15' FIELD BOCK: A565-39 CR_A NO.: 1C4S38 2O 4- S'AET OF 1 SAE1S Type of Roofing 2 x 4 Top Chord 2 x 6 Top Chord Heavy 2'- 6" 3'- 6" Light 3'- 0" 4'- 0" Sr" rF • ht 1'767 -i y ceSV to e" ( l . w � ....... 1 Ai � A O � r CAROL -� +�J� SANFORD ,, fl. L LILLRGALE 1C> j `,, FLORIDA 'j I p si \ f % / \ / r 111 '., �� `h ." 11 ` • "-/�' � e ED A • .r EAFEFC:kD 300-C PLATES :• 10 r 4.or :-ad s. I R r _. y e s yea E d d sFoll Le rl 0 LIes�LE.R: M,ax. °Y ell i 1 5E}?.nS t c9 Chord aid,. 1 Chord 1 1 7 LU �r • I"... (Nei-all ¢.cUl Srtif:S �. TC striF. (.1.,....-d �11t+1� vT��a T m Ir,. a t -h • o r PI h 111..1 ,.+ed s,rr..tr;cal - ue l ,nrs. „n_ s pI .. p dici: d Ey es () or a d n.. ' d CUTTfNG At b Ft EKATIGN II La c, yl ,d m'n9 q p ,e .Wch will p.ada a g -fin g r n ,d p�66E1E- MI S.n 1 1 1 II ..FANS • d : 1 4" L<a;: g e:dr,a u.4 .toy Le ;n . d by a h a �. .irh TF�L ng DESIGNS AF1D1d+DS ! h -.,,pl . p o fit. la I o r - 1 •,I sn c.. it of ° d L'rl,, Me of C e d Nod T. 1T P e I. tits.). C, FIELD -RANG r 1 w ! -p sib,l' y 1 [ i :. pl >r f r . r3, ura.. r.,,,,, cl q r s . e our ed to k p : a; al v ce g d r the r it.- `g, nrhLoll Is ys equ, d to P cent ,,pt -g u d %L./1,6 , g' during e:eotton, a 4 r ,., -aenr . g v.h;oh oy be qu ed n ,,,edf : ;yl. elo T 1•. II b - .ed b and pl . bt #,r posit I IiN DAU,4 Ll LA It GLADES a ,, if. d L r• ! iI. 1 • y I 1 ' 1 J j r s valves e e t rued C .. :ruR Y ,.e< Ced s I Tol c d r ( ce o,d labr;- r nuy d f ,e toh etr djor rbr a s Tn. ,es dwaid La hs d. ed . • , I f, c u : a during r� ,carton ill -g a.-d action, t o e nr du,n.ye � .- 1 --- 1 2.5 x 4 (2) 2 x 3 48" to 66" x 3 02 r �x•4 .,� x 4 1 /8" x 1" Strop Anchor bent over top chord of truss. Nail with three 16d nails. (typical)- 2x4or2x6top 2x3or2x4 chord of truss 2 x 4 2x4 (2) 2 x 3 36" to 48" DETAIL OF SOFFIT OVLRHANG, 2.5/12 PITCH AND OVER 2 x 4 or 2 x 6 top chord of truss 2 x 4 ledger (Required when length of overhung exceeds values on table) bolted to tie beam with 1/2" bolts 4'"O" o.c., connect return to !ed,,er with one Sanford Framing Anchor. (by builder) Concrete tie beam (typical) LUMBER: 1500 f (rr3Lntr'ol Do_glus Hr 1500 f Irrdustriol Western Hemlock or No, 1 Southern Pine 2x3 r clea once 12" to 24" ,..r Min. 2 x 4 Plate (typical) (by builder) 2 x 4 or 2 x 6 top chord of truss (1) 1 0 Type of Roofing 2 x 4 Top Chord 2 x 6 Top Chord Heavy 2'- 6" 3 t - 6 " Light 3'- 0" 4 0" cc., yrig'.It 1767 fl OF o F , �O r tf A. id 3 ' I CAROL SANFORD 0 -,% IT LIJDLRCALE ,() C+ FLORICA j SANUCAD C PLATES u • 20 gau„• G r. d s I onien t! - ,e 4 cif. d d ,hall Lt. ppred t o Lodi, faces of trios each (aint. Pf .e, , I . I I cued - .rr.cul . w I ■ Ms, un- less pace.. .A a• iodic ti d by urc'es (o) x a din ev od, CUTTING A! •O FAR/CANON till be acc,„ pl,.Fed wing eaulr.ent .h,ch ..III p.cduc• ..xg- fining :Otis!• u-ol p :FANS tie S...ad ,n cm i owl 4" Ler ing uiJtlu cool .- a u oy Le inc. eed by u mch r �. -h "E naTBeur; -g, DES!GN SIAM:CARDS cantata «; ih th oppOc �'e !i u ( t ' No- ti000l Destgn SiledfIcutiore" (1.411_44 ;.feral Co.ec'ed Wool T.vss" (Truss Plate I: aline). FIELD €RAC.NG I, .,or If CWillib iIity of t!. C sig.er, plo :e msurocrurer .,ar truss !3,nwtar. Per,-ins ecti :9 t•v ::.e, a e ca.tiot ed ro .Lek pru!eulunol vic• ,.rd to I!e o. codas S c- irg, ..h d, is a!pcy, .equi ed to p pool "dani roi, -g" during e.0ton, a-d b.ucing phiLl, ma Le ,caul ed i n i,dc tit c o�,licu�ium TrvLes shall Le a ea'ed in o pl w,b ud strai post 1 ,. MINIMUM LL'F AR GRADES me .,.ed red. Lu�_e, of '.h• : r.• r g.ec sr. eu .u4 . coy L. s._..t.h.o :ed, C :1, ;6E I�ti.eci !s for not o.al co.rdlr,o.n of .arvice e e cation, it soy La in .erred or edu_ed i!e xchiie<t adir f.brtcotor t y,l: a,. Tn nos J.cu!d Le had'ed pith Lase duri,.g rabnculton, ,hi pi .g and e. ethos, to p e.enr d-nye. 2.5 x 4 1/8" x 1" Strop Anchor bent over top chord of truss. Nail with three 16d nails. (typic6l)- 2x4or2x6top 2x3or2x4 chord of truss 48" to 66" (2) 2 x 3 - x3 o2 r.� 2 x 4 DETAIL CF SOFFIT OVERHANG, 2.5/12 PITCH AND OVER 2 x 4 or 2 x 6 top chord of truss 1 Llr`t #LR: f aux. 1 B !in . LI }!,t_s{jt Arax. I t'? a i,n. VYeioII S;J .s I �h�Jrd T p Ch`zrd c>. i1 Sf. lets ^_ (•�H�t� ` � �_ IN L r 2 x 4 ledger (Required when length of overhong exceeds values on table) bolted to tie beam with 1/2" bolts 4' -0" o.c., connect return to ledger with one Sanford Froming Anchor. (by builder) Concrete tie beam (typical) 2x3 LUMEER: 1500 f Industrial Douglas Fir 1500 f Industrial Western Hemlock or No. 1 Southern Pine 24' to 36" 2x 3- 1/4" clearance 12" to 24" 1 x 6- Min. 2 x 4 Flute (typical) (by builder) 2 x 4 or 2 x 6 top chord of truss Note Truss Spon 36' -8" 32' -8" 28' -8 = e ' - S At !FOP 600 PLATES a e 20 gate .aolvon zed tel 8 ,ay <cifed, and $boll uppl ed to both faces of truss at ea,i, joint. PI hall locu sym r of.ob w less p ace-enh a e 1,dicaed by c'•c es (o) a -a d r.e voted CUTTING AND FtLRICATIGN ■!-,al I be as cor'pl ; shed egulpnent which «III pr elute ,wg- Flning ;Dinh and p oT les, 5 ALL SPANS ore ba,ed .n Wort 4" Leering «kW's o:d may Le i■ce.ned by as much w ft « -h 6na9Leor■ng, DESIGN STANDARDS conform with ■ sg ,e pllcable provisions of tl,e ' No- oal Design Sf.eclf cations" and "L ;ght ;'oriel Conimcled'Nood Trusses" (Truss Plole IssY�!te). FIELD BRACING is nor Ike eepor.s■ol lit, o' ILe desig.er, rot truss fJoricotor. Pe -t og t ,ek p ro dv' eg d tfe a t boc- i'9 h h d p t toppling o. 'd g d r g 1' n b ng . _h " Le egci ed s.e c'f c ..ppl'.. ot'ans T•,ties $Fa■l Le a ec ■n s a g h position. Mt N'MUM L I BER GRADES o.e specif L ,,er f ■l g s r, a y ' e bst t •ed CAb:BER specir,d nd t . of e e br, cat o may be n osed o e d u _ e do o t t r_h a o-d; or or b coto s .,pr.,n. Trvt,es should Leh d od with _aye during rob.icor u , sk ppi ng and e. e<ri on, so p.e.enr dom.,ye, Trusses Spaced 2' - 0" O.C. Note: Web members to be 2 x 4 or 2 x 3 1500 f Industrial Douglas Fir, or No. 1 Southern Pine. * except about except as noted 12 = Equal g Spaces 1 — 0 " 1 ± Spon 36'- 8" 18- T 32' -8" 18 -3.5x6 28' -8" 18 -3.5x5 Pine/Fir Hemlock 5x6 5x5 5x6 5x4 5x5 SPLICE TYPE B (One allowed) Do not combine Type A & Type B Splices in the same truss. If necessary, two Type A Splices may be used.. _Camber 1% ?" Design Loring Roof 45 psf Ceiling 10 psf Total 55 psf 33 -1/3% unit stress increase. 3.5 x 5 TOP CHCRD SPLICES (Only one allowed in each chord) 2x3 3" — 12 3[/ 3x8 3 — 4— 1 /3tt SPLICE TYPE A LUMBER: Max. ax, 2 x 4 Top 2 x 4 Btrn. ( LUMBER. Max. I Tc Bifn. Overall Spans Chord Chord ONt,mll Sp t�s Chord Chor 11 Dense So. Pine 36' -8" 1 36' -8" 1 1 1 Sel. Str. Doug. Fir 1 36' -8" 1 36' -8" 1 1 1 Cal. Str. W. Hem. 32' -4" 1 36' -8" 1 1 1 /1 Southern Pine 35' -4��" 1 36' -8" 1 1 1 1500f Irrd. Doug. 33' -0 1 36 t -8 rt 1 1 --- 1 1500f Ind. W. Hem. 30'-4" 1 36' -8" 1 1 1 1 1 1 1 2 x q 390 5x5 54o 2 x 4 Span Pine /Fir Hemlock 36' -8" 18 -6 x 9 18 -6 x 10 32' -8" 18 -6x8 13 -6x9 30' -8" 18 -6 x 8 18 -6 x 8 a 5401 b r 5 540 40 r � /- 2 240 2x4 3960 240 36' -0" Clear Spon FORCE DIAGRAM 12 — 540 c r 1-455° 540 d 3901 1 54 C 65 6 j`'� 4 _ 6360 "T Spon Pine /Fir Herr,lock. 36' -8" (2) 2.5 x 8 (2) 2.5 x 9 34' -8" (2) 2.3 x 7 (2) 2.5 x 8 30' -8" (2) 2.5 x 7 (2) 2.5 x 7 28' -8" (1) 2.5 x 12 (2) 2.5 x 7 b c d e e R= 1980 Equal Areas D -33 L 7 L W (1) (6) - U' I c J 1 NOrE: TRUSSES Musr Nor [SEAR ON ANY INTERIOR WALL OR PAR TITION UNLESS DESIGNED Fort SA h1 E. srC rIoN U -- TYPICAL OVERFONG NOrE: NO CLAIMS oft BACXC[IAftGES WILL [.3E HONORED IF or MADE wirriiN 10 DAYS FOLLOWING DELIVERY. NorE: ALI. DI?.1ENSIGNS Musr uE CHECKED AND VERIFIED L3Y ULD'rt. OEFOrtE coNSr._ P HE MB III I J; irI Jils , e. 'N�� 1 JePi0 N. W. 27rN AV 1.31t(�WAl20 5 324-12.01 OADK 601-211:31 -21131 ��C s - __ - =,� 1 A , \\ //\ '. r ` A 1' _fZ - 1,-_-)f.:: 1- ! ARCH1riCr r- '� , _ s Ni - r C] 1,...1 1/4.....) P1 ,!),s EZ L) __- OM Ut4W .E3y C !3Y PLAN _ - No. — 1 tA Ifro l tie. 1 2. —r EX 1 L lO AnCN Oct S ON/t3 _. - rop C,i.>,yU; 1? E 4 Is X rf, NO Ntlti'tloa$ °vis,L '- ioAos MIAMI ) .), I -1 tJ 4 ro • It. j() 0000000 , ,7 ,- •■-••• r. A' ) 0: ,) ',' '''-'; 4; -,.. I ,.. • . T j 1, ff • ; , ' .. . : i" .... .-:-- *- . - .-v ,, t 4_110 ' t i'-tl • f 1 .-.,... , ' 1 , . ; ii, ; t • , , i ! ! , r - 1 i / '• .1_ i 4 ••• - --- t - - 1 --- ----: 7." -- .- ''',2A '''•- ir-t ..,__Z__ '''- 1--„,"---f- ;------- - -- l•-••:‘ -" - t:..- - - " •', 4 -- 1 i / ` i i t. ' 1 ' \ j ,, ■ t r 1. , 4 I t i , , ii, ; . z...,.. .-.. , --FA - , • 1 l o I ...e r . • i ', > --- 1 - I • i I i i • 14", t- ,I \ t'l- _ , --- 4 .D :..-. t.- -j- c (---- :-.". r it ,,/ ,/ z" * - F - --- \/\ /'' 'c t -- - 4 : 7' - ----- r - 4 .0 t) - 1- ,:c)1._r_.) 4-.:" (7. •..,. 4.14- : i +.„„ 4 ... k. ''' 3 1 •'' 0 , 0 ... 0 r- . rt. • 4-- - - .14 „ ,1 ' 4•4 -; Nff, OTI .4 St 9 1'2. .) ,re • r •-- A I R • i7:5 o 1„ '- ! ) 3—, , 1 (-.)* 0 T r - A j r *, t ,? • - C < .17 ' 1 . , 1 0: . r •• -i•-•• ..--- \ _ 5 -- I -.. 1 i‘ - f- , ) /\\ ■ ;III r • '-- ; , - ;!, t• ---- — - T f--•:•4- i" '; t' t -1 4 - + 1 r- •• 1 r - - ...1 , I , -' 1 4 , - - -- , 1 ' ,,,..' 4 4". i I N i _1 ■ - .1 . '.-- ...,. 4 " 4//).\\\). „ . . ,., • ... ; 1 . .---. . !:A)- -'-' - I " " • 0 0 N 4 . (44.4. 1 /i • t 4 r S i rrr; " 4 ll 1 C. I L. f * C5 * 0 . * .1 • - 1 L. ? f"'" A `' • r- !, I- - 4'2 ,- I a- I ' 1 , • 1 ''t . 4 4 ..I 1 1 CI 0 S RLI( 4', ' ; ' • ! !•4.) t°1 4) I - „„...., er... e l ,./..,; 1 . •.- - t 4 ).•=1,) , 1 ; r • ; , r N . 1 1 - . . 1) , , . \ 1 , - •, ! _ fr : A :.; 1" i \ (i" ---,' - ::.".7-1 i.'.7., !! -,-A , •;- .t "_";7. -....` 4 -,; - 1 _', ‘%'...',- , • . - —I t -- • 1 10 ..- ,ill . _ .17... .... .... , r.- l — '41 ' - - '• I I ( 1 ''• 13. 1) <3 _ 4 i 1+4= t. t. L ' .,1 , 4./ • i :`.. 4 ,‘, . , . • F: (2 1 .I 1 , , , . ..- C- I 1 7 ) I t , r 00.1 0 _ • - ' _ rj ; 0 L1 t t' I ,te r F ., \4. of 7 An • . I •,(// (.7 LE: Ftr.` f•!;1•1: (- r? r•.r,!,;! • AL N.J.) / K t 1 1 I 4 1 1 I t __J _ L : ..,,_ r :, 3 t) r ; 11 t ' _ 4 .; C_ A1..: V < 1?›. 2 • )--7 k 1 , - !!''. !.....!;! \- .;„1- 1 1: :1' ! i!. /- _ 4 r 1 f .I t 1 1 F 1 — '. • i S ) __-•••••• 7" F - - , I " „- • • !„. r • ..„...: .1 11; 1 T- ■ 4- - 1 0 . II - 1 ,1 4 i I ' tItVI _ t■ , - • 1 .- ;.1 • • • "-- • . - !i()P,'',.. 1,-i E. L \'■ • 1 i f ''- - ' ! c .- C' rd : ', '-; ;;,•; 4 •-.1: :1 : - -Z 4 t P 1 ,i ., ; I 4? ' t •*', C }-4,•'.','. I , 1 L. i.(.".: f: 1:11(_--: ' V-- E- f 4 I ‘..., r .4,. r,”' r i -,,,• . or ,,z• -*/ 4 . 4 -. 1 1 ..) ' i ! 1 '- ' .!-'" •'-'' : 1 - ..t . ; 1-,(30f It. :. ',`,.1 I. - ....• 1 1 :-) I 9 • jt . 0 " ' 5 k t ::* : Y1 ;.: - , ..,. i , t, , 1 c 4 1 * ',.. - A ';. t-:... ; — 11 r f ,,,,", ICC: At- - • • 4'" ," I ••••!!, 7 '7,.. i " .., J.- • 1 1(7: ,f.' i -''' t• 1 '7 1 (-'- ¶'-, 3 „ • 1 — - - T 1 L . - ; / / 1 I ' •-• t ' _I , 1 ' I 1- 3 - - - ••: I r f •• r , 1 - 7 • • N.: 1 L L) 7:3 N 7 ; 4 ' - ,- 4\ .t '.. 4.7•1 • 1 4 "rt t .1 r. 4 s r- !`-• \ ;') ,LATI4 r ! 1! • 1 r , F _ • /- ) ..... 4 A r,.._ i 1•: ' 4 , •---'''::::::: 1; 44 , 1.1 ' ' , 4 ; '''''"*”, '1 '' II r4 .... ......-.. : :::-- f !:::: \\ : i.: ::- \ - ..:: ,... :_.: - 7 •:41'; I...), ;7 ".7:. ''',: it„)C. —4 1/4 k 1-4 r . . •••• 1 ,—, , s , ' - , . • , t' / , , r; ,; 0 1 K 1 :' ' " :: --- I : ' -0- . 4 - 1 / ` • 5 2 r l l'' r .., ; ...A • \ - ( 7 r -- \,//..‘,.. ' 1. - . '' / r , 4 . • A 4‘41 r 4 1 1 `A . „ / t 1, 4 `i , 1