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1077 NE 91 Terr (3)B4. MAP AND PANEL 85. SUFFIX 66. FIRM INDEX 67. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 12025C0093J J 07 -17 -95 03 -02 -94 X N/A PROCESS # FOLIO # C.O.R. 8.25' For Insurance Company Use: Polity Number Company NAIC Number BUILDING OWNER'S NAME BUILDING STREET ADDRESS (Including Apt., Unit, Suite, andlor Bldg. No.) OR P 0. ROUTE AND BOX NO. 1077 NE. 91st TERRACE CITY STATE MIAMI SHORES FLORIDA PROPERTY DESCRIPTION (Lot and Bock Numbers, Tax Parcel Number, Legal Description, etc.) BUILDING USE (e.g., Residential, Non - residential, Adottion, Accessory, etc. Use a Comments area, if necessary.) LATITUDEJLONGITUDE (OPTIONAL) HORIZONTAL DATUM: ( ##° - ## - ## ##" or ##.> °) FEMA Form 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 IJ NAD 1927 I_I NAD 1983 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SOURCE: I GPS (Type): II USGS Quad Map II Other B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES - 120652 B2. COUNTY NAME MIAMI - DADE B3. STATE FLORIDA 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. L) FIS Profile al FIRM LI Community Determined L.J Other (Describe): -811. Indicate the elevation datum used for the BFE In B9: NGVD 1929 LI NAVD 1988 L1 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? LJ Yes al No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 02 -11 -04 O.M.B. No. 3067 -0077 Expires December 31, 2005 ZIP CODE 33183 C1. Building elevations are based on: LjConstruction Drawings' LIBuilding Under Construction* alFinished 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 A1-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO 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 NGVD29 Conversion /Comments Elevation reference mark used SEE BACK Does the elevation reference mark used appear on the FIRM? 1_1 Yes ❑ a) Top of bottom floor (including basement or enclosure) 1 1.0 ft.(m) ❑ b) Top of next higher floor N/A ft.(m) ❑ c) Bottom of lowest horizontal structural member (V zones only) N/A ft.(m) o 0 ❑ d) Attached garage (lop of slab) 1 0.5 ft.(m) g, ❑ e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area.) A/C 10.7 ft.(m) 2 O f) Lowest adjacent (finished) grade (LAG) 1 0.2 ft.(m) Z O g) Highest adjacent (finished) grade (HAG) 10. ft.(m) v Ca ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A ❑ 1) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. cm) SECTION D • SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and Con this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER 5184 ANTONIO FIORE TITLE COMPANY NAME PROFESSIONAL SURVEYOR AND MAPPER A. FIORE AND ASSOCIATES, INC. ADDRESS CITY STATE ZIP CODE 921 S.W. 122nd AVENUE MIAMI FLORIDA 33184 SIGNATURE � �.� ^� j DATE TELEPHONE )X1No 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, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. 1077 NE. 91st TERRACE CITY STATE ZIP CODE MIAMI SHORES FLORIDA 33183 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 MIAMI -DADE COUNTY BENCHMARK No.B -62; 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 E5. 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 LLI ft. (m) (_LI in. (cm) LI above or LI 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 LLJ ft. (m) 1_1_11n. (cm) above the highest adjacent grade. Complete Items C3h and C3J on front of form. E4. The top of the platform of machinery and/or equipment servicing the building Is LLI ft. (m) LLI in. (cm) Li above or LI 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? 1 1 Yes 1No 1 1 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 OWNERS AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 -31, January 2003 LOCATOR =3250 S; ELEVATION =8.74' NE. 96th STREET AND NE. 10th AVENUE CITY SECTION G - COMMUNITY INFORMATION (OPTIONAL) G7. This permit has been Issued for Li New Construction LI 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 STATE ZIP CODE DATE TELEPHONE 02 - 11 - 04 I I Check here if attachments 1_1 Check here if attachments The local official who is authorized bylaw 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. LJ 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. LI 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. LI 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 . ft. (m) Datum: . ft. (m) Datum: I J Check here if attachments Replaces all previous editions °M,E. 9.5 RP ST. ,. ?, N. 93 R Ito - W ..1 ap 54. 15 L .. 1 ,. .. E • „ : L i e ,. � at 27 "7.9 15 ` 15 3f p, ° m JE°3'S3 N � J ansgi�� Y h .92 N0 ST. + f 13 80 1 05/ gp I�D J � 8 d 9 2 75 - '' I h .1.' ( f / 'S.1 - IS .a 1 .3 I .. v / - 2. 5 4 5 6 7 S 9 1 p ■ 11 11, 14 15 16 ■ it 14 2C' 21 12 2j 1 24 15 26 i Z N. E-. 9/ T,LRR. NI / c . ■ V [.73 —J . r . -1 �. —4.— to ,■ 75 lc 3 77- .. .. " I " - .. ° % 15 r 4+ S I T s?) .S IC,- 2., , ?,0 41.6 ZBISCAYN �° 50 % r�:r� �y�J�� . 1 1 2. 1 o ,� Z e 5 qN � n I�oz� .. .. ., . 1 N N S. 'A 55 •• 55 o be: r 50 - "N. 45 : , 5 4 ∎ Ii. e 2 v1 N F 90 T. r BOUNDARY SURVEY F.I.P. 01/; NO ID. 3.15' F.I.P. 03/4 NO ID. F.I.P. 01/2" NO ID. x 6 9. x 14.01' 14.02' X 1-- 0 • z 0 U'. NE. x TILE • 30.1' 51.1' ONE STY. C.B.S. RES. No.1077 F.E.= 11.01' •_. • PORCi . 75.00' 0.5' CUP$ 91st TERRACE 28' PAVEMENT N GARAGE F.E.= 10.51' 21.1' • •,) i 0.6 0' • •^) 0 5' SWK. A /C x •U.P. F.N. NO ID. F.I.P. 01/2" NO ID. PROPERTY ADDRESS: 1077 NE. 91st TERRACE , MIAMI SHORES , FLORIDA 33183 SCALE: 1"= 20' LEGAL DESCRIPTION LOT EAST 1/2 LOT 10 AND LOT 11 OF WATERSEDGE ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. LOCATION SKETCH N.T.S. NOTES: -LANDS SHOWN HEREON WERE NOT ABSTRACTED, THEREFORE THIS SURVEY IS SUBJECT TO EASEMENTS. RIGHT OF WAYS, AND OTHERS MATTERS I116C11 MIGHT BE REFLECTED IN A SEARCH OF TITLE TO THE SUBJECT LANDS. -NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND FOOTINGS OF ANY STRUCTURE. - THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITY (ENTITIES) NAMED HEREON IN THE CERTIFICATION AND DOES 140T EXTEND TO A ANY UNNAMED PARTY. - ASSOCIA DRATWIES, NG INC. IS THE PROPERTY OF A. FlORE AND ASSOOATES, INC. AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF A. FIORE AND - ELEVATIONS ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM (1929) MIAMI -DADE COUNTY BENCHMARK No.B-6Z LOCATOR -3250 S: ELEVATION ■8.74' NE. 96th STREET AND NE. 10th AVENUE FIORE AND ASSOCIATES LAND SURVEYORS LAND 921 S.W. 1 22nd Avenue, Miami, Florida PH. (305) 221 -3040 1 HEREBY CERTIFY THAT THIS BOUNDARY SURVEY OF THE PROPERTY DESCRIBED HEREON IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION. THIS SURVEY COMPUES MAN THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 427.027 FLORIDA STATUTES. 'DRAWN BY: A.T. 'REFERENCE: , IN BLOCK 1 9 , AT PAGE 141 N FLOOD ELEVATION INFORMATION: DATE of FIRM: 07 -17 -95 COMMUNITY No: 120652 PANEL: 0093 SUFFIX: J ZONE: X BASE FLOOD ELEVATION: N /A INC. PLANNERS 331 84 -2406 CO J ANTONIO FIORE, PRESIDENT PROFESSIONAL SURVEYOR AND MAPPER No. 5184 STATE OF FLORIDA I FIELD BOOK: 04 - 0111 r (0 (0 a VAUD COPIES OF IRS SURVEY MALL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR DATE: 02 -11 -04 1. COMMUNITY NUMBER 120652 2. PANEL NUMBER 0093 3. SUFFIX J 4. DATE CF FIRM INCEX 7 -17 -95 5. FIRM ZONE X 6. BASE FLCCO ELEVATION (in AO Zones. use depth) n/a P.N. 2400 -98 ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certiicate does not provide a waiver of the Hood insurance purchase requirement. This form is used only to pro- vide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). You are not required to respond to this collection of information unless a valid OMB control number is displayed in the upper right comer of this form. Instructions for completing this form can be found on the following pages. FOR INSURANCE COMPANY USE POLICY NUMBER COMPANY NAIC NUMBER SECTION A PROPERTY INFORMATION BUILDING OWNER'S NAME Nelson Tumani STREET ADDRESS (Including Apt.. Unit. Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER 1077 N.E. 91 Terrace OTF ER DESCRIPTION (Lot and Block Numbers. etc.) The East 1 /2 of Lot 10 and all of Lot "WATERSEDGE" P.B. 9 P..- D.C.R.) C:'Y. Miami Shores, Florida SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 7. Indicate the elevation datum system used on the FiRM for Base Flood Elevations (BFE): 'X NGVD '29 E Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE: ' 1 1 ' 1 feet NGVD (or other FIRM datum —see Section 8, Item 7) SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level _1_ 2(a). FIRM Zones A1-A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of 1 1 1 1 1101 W feet NGVD (or other FIRM datum —see Section B, Item 7). (b) FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of 1 1 I 1 1 1 U feet NGVD (or other FIRM datum —see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is LL .1 U feet above ❑ or r below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is 1 U feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: X' NGVD '29 ❑ Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM [see Section 8, Item 77, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑ Yes E No (See Instructions on Page 4) 5. The reference level elevation is based on: ® actual construction ❑ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post- construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: I 1 1 I 1'f3l Z feet NGVD (or other FIRM datum -see Section 8, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance; the elevation of the building's "lowest floor' as defined by the ordinance is: 1 1 1 1 I 1 LJ feet NGVD (or other FiRM datum —see Section 8, Item 7). 2. Date of the start of'construction or substantial improvement P7AIA C^. rrr 7' iat.c STATE O.M.B. No. 3067.0077 Expires July 31, 1999 11 ,Block ZIP CODE _ ^�C \ •? — ^.; CERTIFIER'S NAME RICHARD E. COUSINS AIJORESS 5915 SHERIDAN STREET SIGNATURE COMMENTS' SASE FLOCO ELEVATICN A ZONES ON SLAB v ZCNES SECTION E CERTIFICATION Thiscertification is to be signed by a and surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones A1- AE, AH, A (with BFE),V1— V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference levei diagrams 6, 7 and 8 - Distinguishing Features —If the certifier is unable to certify to breakaway /non- breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. / certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. LICENSE NUMBER (or Affix Seal) 4188 TITLE CCMP.ANY NAME LAND SURVEYOR COUSINS SURVEYORS & ASSOCIATES, INC. CITY STATE ZIP HOLLYWOOD FLORIDA 33021 August 4, 199 ATE WITH BASEMENT EASE FLCCO ELEvAT•CN PHCNE (954) 964 -7090 Copies should be made of this Certificate for: 1) community official, 2) insurance agent /company, and 3) building owner. ON PILES. PIERS. OR COLUMNS A A V ZONES ZONES ZONES REFERENC: LEVEL REFERENCE LEVEL The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations fcr all A Zones should be measured at the top of the reference level floor. Elevations or all V Zones shculd e measured at the bottom of the lowest horizontal structural member. EASE FLCCO ELEVATION ADJACENT GRADE '. 7 REVISIONS DATE FB /PG DWN CKD G BOUNDARY 6 IMPROVEMENTS SURVEY 08/04/98 52/32 HMG J APPLICANT: LOT: /4 / / PROPERTY P 4 0 BE COMPLETED BY ENGINEER, HEALTH UNIT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S MUST VIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. _A PROPERTY SIZE CONFORMS TO SITE TOTAL ESTIMATED SEWAGE FLOW: AUTHORIZED SEWAGE FLOW: UNOBSTRUCTED AREA AVAILABLE: BENCHMARK /REFERENCE ELEVATION OF PROPOSED SYSTEM SITE IS SITE EVALUATED BY: STATE OF FLORIDA ' DEPARTMENT -OF HEALTH x}1. ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS N • = 1 6 a 7 1 . 1 / i 1 - 4 1 BLOCK: SUBDIVISION: ' tcc'6 ID / - V5r, - d 9 9 A [Section /Township /Range /Parcel No. or /a •J6 ' 1 r 's - POINT LOCH ION: PLAN: (14 ( ] 300 GALLONS /. '1 GALLONS --- --" FT THE t MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEA RES: SURFACE WATER: // /!.- FT DITCHES /SWALES: ►I /r FT NORMALLY WET? [ ] YESt` 4-] NO WELLS: PUBLIC: Ai .- FT LIMITED USE: ,Vrly. FT PRIVATE: Alb,. FT NON- POTABLE: O ( ( FT BUILDING FOUNDATIOrYS: w ,© FT PROPER Y LINES: e;, FT POTABLE WATER LINES: 140 FT SITE SUBJECT TO FREQUENT FLOODING: [ YES VINO 10 YEAR FLOOD - ELEVATION FOR SITE: FT MSL /NGVD SOIL PROFILE INFORMATION SITE 1 �f � SO L PROFILE INFORMATION SITE Texture r. C' ______„..to 1 0' :1 t J to to,4/' C to -- -Nto41C Auctb ) o 7 e'!ti ✓. to U DA SOIL SERIES: - pf /PP .b /4.141 d T M nsell Color u . 411/!. i1 1OF. 7 j wt • a . Depth to OBSERVE/4, WATER TABLE: Ti A'L INCHES [ABOVE / BELOW] EXISTING GRADE. TYPE • ERCHED / APPARENT] ES IMATED WET SEASON WATER TABLE ELEVATION: .5 .- INCHES [ ABOVt 13ELO ] EXISTING GRADE. HIGH WATER TABLE VEGETATION: [ ] YES [ ✓J NO MOTTLING: ( ] YES [V] NO DEPTH: Mkr INCHES SOIL TEXTURE /LOADING RATE FOR SYSTEM SIZING: DRAINFIELD CONFIGURATION: [ TRENCH (•) REMARKS /ADDITIONAL CRITERIA: 't: �i�i AL..- at. Md a A. - .,. DI-4 4015, 10196 (Replaces HRS -H Form 4015 [Page 3] which may be used) (Stock Number 5744- 003 - 4015 -1) P oj S . oi0 p _ [ IN AGENT: A f PERMIT # 11 • CJ A / c / C. /4'6 Tax ID Number] NO NET USABLE AREA AVAILABLE: Or J,.24'7 ACRES PER DAY (RESIDENCES -TABLE 1 / OTHER -TABLE 2] PER DAY [1500 GPD /ACRE OR 2500 GPD /ACRE] UNOBSTRUCTED AREA REQUIRED: - -- _.t SQFT L g pfAri /FT] [ABOVE/09W] BENCHMARK /REFERENCE POINT 10 YEAR FLOODING? [ ] YES [ (40 SITE ELEVATION: r7.1 FT MSL /NGVD 2 Munsell'# /Color Texture 4 y f_ 1 /.z. tom-, i) 42.. c . 0?X }/w4 4rr4ONK.s, /A D77 iii/ c n F.I ,." 3 tJ A. /0 4 I '- /v V L, L.. r 9 L-k to C L o S i ) (..• -4 -t� i to USDA SOIL SERIES: it.•,0Pcfh d it- :31 l$ -- Depth to /, to 5141,..1 ,5141,..1 i") i o _-_- J � DEPTH OF EXCAVATION: /8 INCHES 13[ r HER (SPEC FY) �' s TT HER r jilt_. • 8 a DATE: 61 Page 3 of 3 T [ 7 Cc ) GALLONS / GPD] (gii UNIT CAPACITY MULTI- CHAMBERED /IN SERIES: A [• ] [G ONS / GPD] CAPACITY MULTI-CHAMBERED/IN ,SERIES:( ] N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK: 1250 GALLONS] K [ } - GALLONS PER DOSE DOSING XANK CAPAC Y DOSE RATE [ ] PER 24 HRS NO. OF PUMPS: [ ] 3 3� Ac r d.,-' v C -, s 1 s- ' //._.) 3 -9 ' 1 4 C lin, i2> -..7 AP 6 3 6 D 1f2.- . ] QUARE FEET PRIMARY DIAINFIELD S E R [ 1 SQUARE FEET SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [ I CONFIGURATION: [ ] TRENCH [ L-] BED [ N F I E L O 0 : T H E R LOCATION OF BENCHMARK: O e Z S /MV- T, °'4 SG0 c=Ur , 9R- -*. 11 . ELEVATION OF PROPOSED SYSTEM SITE [ LA U Si NCHE JT] [ABOVE/ LOF BENCHMARK /REFERENCE POINT BOTTOM OF DRAINFIELD TO BE [ 3c{. G g ] T] [AB VC E'jBELOWr BE /REFERENCE POINT EXCAVATION REQUIRED: ( 72 INCHES FILL REQUIRED: [ ] INCHES SPECIFICATIONS BY: APPROVED BY: DATE ISSUED: 2 J TITLE: TITLE: HRS-H Form 4016, Mar 92 (Obsoletes previous editigns which may not be used) Stock Number: 5744 - 001-4016 . APPLICANT 1 MOUND Q PT 5 C 71- ] Q om • E),,C. EXPIRATION DATE: CPHU Page 1 of 2 PLANS REVIEW COMMENTS: THIS IS TO CERTIFY THAT THE MIAMI -DADE WATER AND SEWER DEPARTMENT DOES /WILL HAVE A(N) INCH GRAVITY /FORCE SEWER MAIN ABUTTING THE ABOVE SUBJECT LEGALLY DESCRIBED PROPERTY, WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE ", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, ID # JAGRIIT ID #) SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF SEWAGE DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENT =S SYSTEM MUST BE OBTAINED FROM DERM. THE ANTICIPATED DAILY WATER AND /OR SEWAGE FLOW FOR THIS PROJECT WILL BE = 0- GALLONS PER DAY. SERVE • CONSERVE BY: NEW BUSINESS COMMENTS: NO WASD GRAVITY IN AREA, NO ATLAS PAGE PLANS REVIEW COMMENTS' CUSTOMER: JORGE PHONE: 305/238 -7586 SIGNATURE OF REPRESENTATIVE AUTHORIZED STAMP REP: Maridsa Padilla, New Business Rep PHONE: 305- 669 -7701 FAX: 305- 669 -7699 NOTES: DWN FO/PG SIR FIR FIP FNC A/C R B. D. C. R. 8.24' LAND DESCRIPTION: DRAWN BY FIELD BOOK AND PAGE WOOD FENCE / CHAIN LINK FENCE SET 5 /8' IRON ROD AND CAP 6448 FOUND IRON ROO FOUND IRON PIPE FOUND NAIL AND CAP AIR CONDITIONER SLAB PLAT BOOK DADE COUNTY RECORDS OVERHEAD POWER LINES ELEVATIONS 4 (P THE EAST 1/2 OF LOT 10 AND ALL OF LOT 1f, BLOCK 1, 'WAIERSEDGE', ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 9, PAGE 141 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS. OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. THIS SURVEY WAS DONE SOLELY FOR BOUNDARY PURPOSES AND DOES NOT DEPICT THE JURISDICTION OF ANY MUNICIPAL, STATE, FEDERAL OR OTHER ENTITIES. THE LAND DESCRIPTION SHOWN HEREON WAS PROVIDED BY THE CLIENT. UNDERGROUND IMPROVEMENTS NOT SHOWN. ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. BENCHMARK DESCRIPTION : DADE COUNTY BENCHMARK . B -62. ELEVATION • 8.74', 9, 3' 25.00' 9. 0' n SURVEY DATE : 08/04/98 LOT 11 BLOCK 1 HAT 75. 00' 5' CONCRETE XALK 6' CONCRETE CURB 04' _ no• 27.5' ASPHALT PAVEMENT N.E. 91ST TERRACE (BAYRIDGE AVENUE) FOR THE FIRM, BY: FLOOD ZONE INFORMATION COMMUNITY NUMBER PANEL NUMBER 120652 0093 J ZONE X BASE FL000 ELEVATION N/A EFFECTIVE DATE 7/17/95 I HEREBY CERTIFY THAT THE ATTACHED 'SKETCH OF SURVEY' OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED IN THE FIELD UNDER MY DIRECTION IN AUGUST, 1998. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYING IN THE STATE OF FLORIDA ACCORDING TO CHAPTER 61617 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THERE ARE NO ABOVE GROUND ENCROACHMENTS OTHER THAN THOSE SHOWN HEREON, SUBJECT TO THE QUALIFICATIONS NOTED HEREON. RICHARD E. COUSINS PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. 4188 PROPERTY ADDRESS : 1077 N. E. 91ST TERRACE (SCALE: ]" = 20' 3 ( SHEET 1 OF 1 SKEtCN OF S(.1RvEY 415.00' (PLAT) TI-4E WEST 1/2 OP LOT 10 e3L OCK 1 N 1.2' s8' 25.00' N N to y < 39Itit CHAIN LINK FENCE C �►��•��� 0 1 6.8' CONCRETE 45F1--14L T 3' 9.0' 25.00' 5I"I'E FLAN z greALE>; 6 • Ice" eD ►n r NOT ,4 PART OP THIS PLAT 4 E 21.4' } 1-- 0 111 z okrg 611:712. c 1) s f +11 50.00' c D ' is 31 CI-I " ,4IN 1`I1� C3/4 ) LINK FENC C0.5' SOUTN4 T / I \ / I � I � 17KAIr�Ia�D lu ll. '5111 u2 ,p, SY r e�.uc--11h - 111 N Ui s 29.1' 30.2' .0`0' 5' CONCRETE WALK 6" CONCRETE CURB i - Q c , i-lt 4 c7iscza) ptoopo N.E. (31ST TERRACE (I3,4YRIJDC E AVENUE) v V 2.''1.5' ASPHALT PAVEMENT 01 - 1 4 4-- 0.0' 1 1 1 1 1 1 1 woop POWER POL 0.2' LOT 12 BLOCK 1 NEWLY INSITILD f° SHALL .. IcJI PEE; APPROVED 0111 JA., - s. r. a . 1 FIl;' (1 /2 ") esJor. w . I-116# A. y 1 1{ L. A -9FI o �p 4C1 r Fg 1 1)--i) E lio `/ ir� ,�• �l° �,0"� t1 4. dF {6 � ' . — 9 err ar�1� . »� a���« 1`- i fc i ='� •`U Ofi ` �.'.i�� GAL. (N ) r r f =t1 SQ.1.cis e 076 op r JORGE NUCHE ARCHITECT FL. REG. AR 13547 Jorge Nuche Design Group Inc. 8380 SW 149 Drive MIam1 fla. 33158 (305) 238-7586 BNFiE' SKEtCN OP SURVEY A EXIST. HOUSE SQUARE (=00TA6E- DEMOLISHED -1512 S� NEW HOUSE SQUARE POOTA6E W/ENTRY 1840 SP INCREASE OF LOT COVERAGE 528 5F 415.00' (PLAT) off in (V T1-4E WEST 1/2 OP LOT 10 SLOCK 1 rip on") of 'ITE FLAN SCALE: tea" is I -0 39'41 C4 -4AIN LINK PENCE EB NOT A PART OP THIS FLAT 111 NEW 1,840 S Housp TO BE BUILT TO REPLACE EXIST% HOUSE N � oNg- +11.00' NOVO 31'* CNAIN LINK P NC 50.00' 29.1' HOUSE HOL S 4- 3 Lot i> BLOK 1 5' -0" MIN VIDE ALTERNATIVE STEM 50.00' Sao 1 I 1 5' CONCRETE WALK 6 CONCRETE CURB CV rip (3/4 ") (0.5' SOUTH ' 5' -O" MI 21.5' ASPI -4ALT PAVEMENT N.E. 91ST TERRACE (eAYRI D&E AVENUE) Luoon POWER POL� ILI 0 z IU IL z -1 z U 01 1 0.2' -4— 0.0' r - t - r LOT 12 E3L OCK 1 Nsi* 341NoolltrA-INI'C. Fr (1 /2 ") OA fir vrnititoe. tai . Lt N P !?!6144 rR.'PCN'• FLOOD LEGEND Addltlar.e, Remo de11rie, Rape le• 4 Comb Ina t. Ion Yata l 1 3205- 0010 -Oq 1011 NE 9 TERM. tar /tllr: 1I a I tromstat _ WATE125ED6E n� r ear q owe 141 �1 Q` t35 xrre a mx DEMOLISH $BU NEW HOUSE ' A O - t OtM i�Ot I R111S9 L 711 / Lnw xi k 1 ann. c cupt. x (rt 7?/ r. n cuGCC rtr c )1 fp{N (i7l1 a. "xrr� 1 ( Gv.g�l baagm NS.r Ads..�.y bad. [4.ruw -`t PT. triv0 nE ont t ct' 1103 etatiere untR3r407 MAI ns e etewe K AAA9 Wet kg CMC ra N 001 Al Mt Crs1AN- nail wog CtxbG A ]It w R1rM flow ICail art PAT* CV IA 4Ql A( ct MCAT! Of COrCtrf101 Is IJO. w MY IC00.1.04. 440 AJR, airoatCx1 t , LITRAnm. voit'o4 eteWtlre: CA clat iNttal11VdQ t5 Pat oricos Ae “A rwicAre OF C21!4n l t! IMO. OQ % t414 t t4, 40 eteiG.A, K Nil Of co CICACKel A CAI(1llYNIE OC tt MAI VIM. et 14 Yvaxtarr u tc WI:0 AM!'A uY Y7vAt'0 CR M 1* Q Et4 f�E gtrn tifyAfU7N .t M w VIA et f c n M ACtelerwel VIM Q Writ d et twee- rc e CANTY Cott SOIL STATEMENT SOIL AT THE SITE IS ROCK AND SAND WITH AN ALLOWABLE BEARING CAPACITY OF 2.0 KSF BASED ON VISUAL INSPECTION THE ARCHITECT SHALL SUBMIT TO THE COUNTY INSPECTOR A SIGNED AND SEALED LETTER ATTESTING THAT THE SITE HAS OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED. JORGE NUCHE ARCHITECT FL. REG. AR 13547 Jorge Nuche Design Group Inc. 8380 SW 149 Drive Miami, fia. 33158 (305) 238 -7586 SHEET A OVERALL SIZE WIDTH - HEIGHT - CODE 19 1,8 x26 SH -12 - _ x38 3/8 S11.13 _ x605/8S11.14 x 63 SH -15 x 74 1/4 SH -16 261/2 x26 SH -1/232 _ x383/8S11.1/233 — x505/8S11 -1/234 x 63 A SH -1/2 35 — x 74 1/4 SH -1/2 36 37 x26 SH -22 x383/8S11.23 x 50 5Y8 SH•24 x 63 SH -25 x 74 1/4 SH -26 53 1/8 x26 SH -32 _ 38 343 SH -33 ! x x50 � 5/8SH -34 _ y x_63 SH -35 -_ ^ -- x - 74 1/4 S H -3 G ' E55 111 .E N 1 • 1 e • 5 8• n 1' -10 10' -0" BED 3 514 25 DID 2 14' -4" Im -4 1- 2� AfvH 2* < I ' 12" 0 4" - 0 BATH 3 L FLOOR FLAN OCALE: 14" s X 1_ 0 11 FD 5' -Q" 4 • — m 4' -11" SN /r2.179-- 0 5' -6" GL. 4 DININ9 6' -0" 10' -2" 13 5I' -0" eer ?2 1 lo1vca. //7/K7!/7 , • 51' -0" PORCH e. 6'-9'' I RIB. L — — 11' -2" KITGI N ••S• 111 kg ,otoorl 10' -6" , 4" 0' - 4" 7 11, I ■fa(A►L C 1.4 {r7 4 T110 GAEL 0 19' , H'2L{► 14' -2" • 3' -2" • 6' -4" �t 1 1 /2 32 0 11 4 DES 10'-4" 1 1 0 BATH OXE HR. PARTITION e- - &, n..;. "iii 47/ A 6 // %� d/ /// H % /7 /i�./W / //i .% /z it // iai//.. tiar • PLATrORM - 1" M ABOVE GARAGED` I- • I th n j LRESS "9 INTERIOR I✓IN!SI -4 NOTE: ALL INTERIOR WOOD BEARING WALLS 4 STEEL COLS. ARE TO BE SNEATNED IN G■E LAYER NI"TYPE "X" DRYWALL NAILED w/ 6d COOLER NAILS 1" O.C. WITH END JOINTS ON NAILING MEMBERS ONE HR FIRE RATING (8F13C table 3113 tie) CEILINGS 4 WAILLLS PINISI -4 NOTE: " TYPE "X" DRYWALL ON I "x 3" FURRING STRIPS • 16" O.C. w/ 6d CEMENT COATED OR RING SWANKED NAILS 6" O.C. w/ BUTT 4 BIDE JOINTS STAGGERED. PAPER TAPE EMBEDED OVER JOINTS 4 E)(POSED NAIL -MEADS COVERED w/ COMPOUNC2. PROVIDE R -11 INSULATION (MINA (ONE HOUR ASSEMBLY BFBC TABLE 31C 0 42) BUR6LARY INTTRUSION NOTES+ GARAGE DOOR w/ VENTS 60 Sca. IN. (MIN.) OF VENTILATION RE CD. PER VEHICLE. PROVIDE WARNING SIGN IN ACCORDANCE? w/ BFBC 1401.6 ON INSIDE FACE OP GARAGE DOOR DANGER' 00 NOT OPERATE ENGINES WITH DOORS CLO6ED.CARBON MONOXIDE: IS LETHAL. I. LOCKS ON EXTERIOR DOORS SHALL E3E CAPABLE OP RE515TIN6 A FORGE or CO 3 POUNDS APPLIED IN ANY MOVADLE DIRECTION AND IN ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN METRO CODE'. 'G. 2. ALL SINGLE EXTERIOR DOORS SHALL HAVE A LICK TO E3E KEY OPERATED FROM EXTERIOR 1 A MINIMUM OF 600D POSSIBLE: KEY CHANGES OR LOGK1N6 GOME3INATIONS, IF KEY -IN- THE: -KNOB LOCK IS USED THERE SHALL DE AN AUXILLARY SINGLE DEAD DOLT WITH HARDENED E3OLT OR INSERTS (ALSO 6ARA6E DOORS). 3. THE ACTIVE OF PAIRS OF EXTERIOR DOORS SHALL HAVE LOCKS AS REQUIRED POR 5IN6Lt'. EXTERIOR DOORS. THE INACTIVE LEAF OF THESE PAIRS SHALL HAVE MULTIPLE POINT LOCKS WITH 3/8" MINIMUM THROW BOLTS WITH INSERTS. 4. HINGES ON EXTERIOR OUT SWING DOORS SHALL HAVE NON- EXPOSED SGRI=S- DOSED PINS SHALL NOT DE REMOVAE3LE:. 5. SIN6L 5WIN6IN6 EXTERIOR DOORS SHALL ESE SOLID CORE NO LESS THANE 1 3/8" THICK (I 3/4" SPECIFIED). 6. GLASS IN E=XTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE Z -11. 1. VISION PANELS IN EXTERIOR DOORS, OTHER THAN SSAZIN6 WITHIN 40" OP INSIDE LICK AGTIVATIN6 DEVICE OP LOCKS AND SWIN 'INO GLASS DOORS SHALL COMPLY WITH ANSI zrn.1 FRONT ENTRANCE DOORS SHALL ESE PROVIDED WITH VISION SCOPE. BURGLARY INTRUSION REQUIREMENTS SHALL COMPLY WITH SOUTH FLORIDA E3ULDINO CODE SECTION 3603 SAFETY NOTES FOR CLOSETS 4 E3ATNRCOM5 (SEGr. 3I112(d) SrE3C 44) (bb) EVERY CLOSET DOOR LATCH SHALL ESE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE ME: CLOSET. (cc) EVERY BATHROOM DOOR LOCK SHALL 13E DE516NE D TO PERMIT Tre OPENING OP THE LOCKED DOOR FROM me OUTSIDE IN AN EMER6ENIcY. WINDOW SCHEDULE CODE HR 2020 HR 3020 HR 3030 HR 4020 HR 4030 HR 4040 HA 5020 HA 5030 HA 6040 HR 6020 HA 6030 HR 6040 OVERALL 5 ZE WIDTH X HEIGHT 25x 25 37x25 311131 49x25 49 x 3? 49 x 49 61 x 14 81 x 31 81249 13x25 73 73 x 49 VENTING JORGE NUCHE ARCHITECT FL. REG. AR 13347 Jorge truths Design Group Inc. 8380 SW 149 Drive MEaml Fla. 33158 (305) 238.1586 V z .■ W at z z 0 z 044 yid 04 r.� 0 W z at 0 ..i • N tT ul SHEET +45.4 -48.2 WINDOWS: SINGLE HUNG MFG. BY PI NO WINDOWS ADE #q5 -I 8 +45.4 -48.2 - +45.4 -48.2 WINDOWS: SINGLE HUNG M. BY PI NO WINDOWS DADE 415- 1128.05 WINDOWS: SINGLE HUNG MFG. BY P I NO WINDOWS DADE #15-1S38.05 +42.'1 -45.4 -45.4 PfRoNT ELEVATION (SCUT VIEW) SCALE: /4 = 1' -0 +42.1 -45.4 SCALE: 1 /4" = l' -la" +45.4 / -48.2 WI NDOWS: SINGLE HUNG MFG. BY PI NO WINDOWS DADE #Q5- 1128.05 WINDOWS: SIN M. BY P I NO WINDOWS DADE #q5- 1128.05 f.EA '. ELEVATION (•OR1 VIEW) SCALE: ) 4" 11 0" Sf p ELEVATION (W ST Vf EW> • SIDE ELEVATION (EAST VIEW) SCALE: /4 =1 -0" .9t_...._ WINDOWS: SINGLE HUNG MFG. BY PINO WINDOWS DADE #95- 1128.05 e'Ucc. 6 zt 341 • • SHUTTERS: DI REGT MOUNTED SYSTEM MFG. BY FLA. STORM PANELS DADE # WI NDOWS: SINGLE HUNG MFG. BY P I NO WINDOWS DADE #q5- 1128.05 GARAGE DOORS M. BYGOPLAY CORP. DADE #11- 1222.02 EXTERIOR DOORS MFG.THERMA THRU CORP. DADE #qQ -031 I ,OI WI NDOWS: SLIDING MFG. BY PING WINDOWS DADE #qq- OQ01 .04 JORGE NUCHE ARCHITECT AR 13547 r s che Des n Group Mee. 14 9 Nu Drive Miam t, Flay. 33158 (305) 238.75854 1 • --- - CBS WALL REINFORCED GROUTED CELL (TYP). 3" x 4" P.T. WOOD BUCK WITH k" x how* TAPCON SCREWS @ 4" FROM THE ENDS AND @ 15" 0.C. INTO GONG. MAXIMUM ELSEWHERE.- EMBEDED IN CAULKING. 1 L- IMPACT RESISTANT GLAZING OR STORM SHUTTER REQUIRED.- (PRODUCT CONTROL APPROVAL AND A SEPARATE BUILDING PERMIT REQUIRED).- DOORS. AND WINDOWS BUCK DETAILS.- SCALE: i NTS z 1< 1- 4 a�talr�r AC z o C� :214 g 3 A c ice. 14 -.cr30 05/10/2000 05/02/20 ' W INDOWS: SINGLE HUNG MFG. BY PINO WINDOWS ADE 5 - 'Alp 5 +45.4 WINDOWS: SINGLE HUNG M. BY PINO WINDOWS DADE *15- 1128.05 WINDOWS: SINGLE HUNG MFG. BY PINO WINDOWS DADE #Q5 -IL .05 r +421 -45.4 -45.4 FRONT EELEVATION (50U VIEW) SCALE: I /4:: = 1t - +42.1 -45.4 WINDOWS: SINGLE HUNG MFG. BY PINO WINDOWS DADE #15- 1128.05 +45.4 -48.2 +45.4 +46.0 -48.2 -48.0 WINDOWS: SIN LC ht)N MFG. BY PINO WINDOWS DADE #q5- 1128.05 !REAR ELEVATION (NORT1-4 VIEW) SCALE: +/ 1' -0"I SUE ELEVATION (WEST vi au) SCALE: I /4" = i' - SID ELEVATION (EAST VIEW), SCAL: I /4" = 1 -0" WINDOWS: SINGLE HUNG MFG. BY PINO WINDOWS DADE #15- 1128.05 SHUTTERS: DIR MOUNTED SYSTEM MFG. BY COPLAY CORPORATION DADE #11- 1222.02 WINDOWS: SINGLE HUNG MFC�. BY PI NO WINDOWS DADE #15- 1128.05 GARAGE DOORS MFG. BYCOPLAY CORP. DADE #1 1222.02 EXTERIOR DOORS MFG.THERMA THRU CORP. DADE #qq- 0311.01 WINDOWS: SLI DING M. BY PING WINDOWS DADE #qq- Ociol.04 JORGE NUCHE ARCHITECT AR 13547 83L orri Nuehe DesIIn Group Mc. 9 Drive Mtemt FIIL. 33158 (305) 238 -7586 SHUT 3 x 1-• o vj ggl 11 0NO •3 of r. teL . t 4 °ntaa 03/10/2000 DO(M SCHEDULE MARK DOOR FRAME REMARKS WM3TN HEIGHT THICK MTERIAL TYPE MATERIAL DETAIL 1 3'--O" 6'-b" 1 3/4" MAL M'AL j METAL METAL v WOOD PREFAB FRAME 2 Z' -b" 6' -8' I3/4" 5 ? ' -b" 6' -6" 13/6" FI!I.LOW GR. 4 2' -6" 6' -6' 1 3/b' 1 3i &1----- HtLOW C.R. 1 1 - 1 WOOD wool, PREFAB FRAME a i1 3 21 1i go i," 6 2 6 ' -b" - ENFOLD WD. 111 - 1 2'-O" 6' -8' - BIFOLD V. 111 - b 5 6' -6' - BIfOLD WD. III - al (2) 2' -6" 6' -8" 1 3/b" WAD 1 WOOD POCKET DOOR 10 2 b' -b" 13/4" METAL IV METAL II 2' -6" b' -8" 1 3/6' WOOD 1 WOOD POCKET DOOR TYPE I SCALE I /4" = I' -O" TYPE II DOOR TYPES 0 TYPE III TYPE IV 2) INTERIOR DOOR DETAIL !L OiJG. R-c,F 1 WTrl -1^ I 1.-11 C,1-4 e..4 • .."(SC,44.n ut 41*v+ear" M44=6 cc t ice. P'-~ q ', / 3 'HAIL + ' I s & •0900x7 •x �, NA,11..612.• e 16.t-aca Ir--11*1--1teo airzoz GYPSUM WALLBOARD TYPICAL 1 3/8" HOLLOW CORE DOOR 2 2x4 WOOD STUDS WOOD t=RAME * WOOD DOOR STOP 3/4" x 2 1/4" WOOD TRIM 1. d • GONG • 'S LAE! 4 12. FirtH 511110- x'1241 c i 'Wdtx ■SA 1 rte- IeI►r ...�' 1 -I' MIN, rZlc -,+a I►J�UL, idle» J w/ 1//2 c:110-er -•UH ao, My fit. i --� I 't'1 " NN1 1?# -'L,8 -' E — 2UrT". r`1C *tom, r Fug 242-1 e I li °O , I I-J 5 t1 L,40.T1 cN 1 > - cot -tr. P1• 4 1 Leg `/ I 4P ec I-r1 p,A,C '"C, 4.11 11 1 '8 etaNaoll ©hl • c:r D\e46 j "SOP"' erg ' L.a►6 JORGE NUCHE ARCHITECT FL. REG. AR 13541 Jorge Nuche DesD,gn Group Inc 8380 SW 149 D rtve Muni. Fla. 33158 (305) 238 -7586 11a U z bowl to 11 at 0 1a z 1) at 4 ma " u a4 't 0 ad w w • pa cn zx^ N 0 o �� -4 81IEET A X 180 AMP. PANEL 120/240 Y. 1)I 3W. AJ.C. !RATING 10,000 AMPS. PANEL A SURFACE etISOLT ON TOP FEED! CET. DESCRIPTION WIRE CONDUIT TRIP POLE KYA CKT. DESCRIPTION WIRE CONDUIT POLE KVA 1 r NG 11 W6 3/4' 60 /2 11.2 2 LITES' WGPT. 114 1/2" 15/1 OA 3 L A1-11J 4 LITE3/14EGPT. •14 I/2' 19/I OA 8 f N G MI *10 0/4' 30/2 N G 1 LITE3/12EGPT. #I4 I/2' 15/I O.b 7 L AGGU 0 LITES/1 GPr. *14 1 /2" 15/1 0.6 a • WATER *10 I/2' 'S0/2 4.5 10 HASHER 112 I/2' 20/1 1.5 11 c HEATER KI 12 APPLIANCES *12 1/2' 20/1 1,5 13 f GOOKTOP �D (/Z 90/1 6.0 14 APPLIANCES 112 1/2" 20/1 1.5 18 L 18 APPLIANCES 112 I /2' 20/1 1.5 17 1215HMSHER #12 1/2" 20/1 1.0 18 IRONING 1 12 I/2" 20/1 1.5 19 MICROWAVE #12 I/2" 20/I 1.2 20 LITES/REGPT. 114 1/2" 15/1 0.6 21 REFRfO. *12 1/2' 20/1 1.0 22 LITES4.EGPT. *14 1/2" 15/1 0.6 23 SPACE 24 LITES/REGPT. *14 1 /2' 15/I OA 28 11 28 28 DRYER T «6 1/2" 60/2 5.0 27 29 So azaPrz *14- Imo" 1 ;/I d, 8 31 GARAGE #I2 1/2" 20/1 1.5 32 , teal'. tt.lq, 1 /','' Ic /I 4■1?, 33 GARAGE #I2 1/2" 20/1 1.5 34 Etym. ii s 1z I/2 20/2 I 4 * D. 38 AP GFI #I4 1/2" 15 /I 0.8 38 I.IT6� 4" ' /2' if)1 37 SPACE 3e BATH RCPT #12 1/2" 20/1 1.5 4 39 1 SPACE 40 LITS RCPT #I4 1/2" 15/1 0.8 H,a's' '°7,0 6G.4.L6 �% P•r - u Ma -dL c A-4 A -4 A -2 A -4 A -2 5W 6 A -2 A -4 A -4 eet)Z A -24 AP „) A -35 GFI A -2 GL. A -4 A -16 ifl n L F_oor PLAN $ A : " " • 11 0 ' A -20 A -16 LIMN° A -16 A- WPGFI A -35 GFI G -(11P- A -I A -12 GF 1 A -22 1 o0 A -32 J i 1 A -40 TAO GAR 9ARA0e A -33I v A -32 A�O A -32 1 GF I A -36 A -32 A- I0 A -26 OATH I A -32 A -40 A -35 0 AP GFI rr' q.e -5,"I NOt116 1. ALL. WIRING SHALL BE COPPER THWN 2. ALL AIR CONDITIONING EQUIPMENT SHALL BE P1.46ED A6 PER MANUPACTURERB 6PECIPICATION6. 3.6MOKE DETECTOR 110 VOLT BATTERY BACK -UP 4 LINKED TOGETHER SOURCE TO rSATH/KITCHEN, LIGHT CIRCUIT NO GPI A8 PER 6PBC. 4. GPI PROTECT(ON POR ALL RECEPTACLES N BA1HROOM6, WITHIN 6' CI KITCHEN / WET ISAR, OINKS 4 OUTSIDE. 8. ALL WORK NHALL BE DONE IN CONDUIT (ALEN WRITTEN PERM(88fON PROM ARCHITECT. PLEXIBLE CONDUIT SHALL BE U6E0 ON MOVEABLE OR VIBRATING EQUIPMENT. ELECTRICAL LEGEND i igc DUPLEX RECEPTACLE OUTLET lilt vOLT8) WP WATERPROOP DUPLEX RECEPTACLE OUTLET (1l0 vO1.76) e-- SPECIAL PURPONE OUTLET (110 VOLtO) { DUPLliX RECEPTACLE OUTLET 111m VOLTS) ONE HOT LEG, ONE SWITCHED LEG * SPECIAL PURPONE OUTLET (220 VOLTS) 0 ELECTRIC JUNCTION BOX T.V. ETILEVI6ION OUTLET TELEPHONE OUTLET i (I ELECTRIC METER z E) HAU6T PAN LIGHT MIXTURE CEILING PAN ELECTRIC PANEL AREA : 1,840 Q. FT. 3W / SQ. FT. REFRIGERATOR APP LIANCES DISIAWASNER GARBAGE DISPOSAL MICROWAVE CLOTI ES WA51-4ER DRYER RANGE WATER NEATER © SMOKE DETECTOR PANEL "A" LOAD CALCULATIONS GARAGE DOOR MOTOR (2) 5.4 KW 1.0 KW 4.5KW 1.0KW 1.0KW 1.2 KW 1.5KW 5.0KW 8.0KW 4.5KW 3.2KW TOTAL CONNECTED LOAD 3 &.3KW FIRST 10KW e 100 % 10.0 KW REMAINDER a 40 % 10.52 KW AC 100 % 4.5 KW TOTAL DEMAND LOAD 25.02KW/240 =104 AMPS JORGE NUCHE ARCHITECT FL REG. AR 13541 Jorge Nuche Design Group Inc. 8380 SW 149 Drive MIamt Fla. 33158 (305) 238.7586 03/10/ '000 LZ •1 4 i ct z 0 z X14 4 04 SHEET 1 8ED BED 2 IOX6 SR 150 cF 1 6" DIA. 50 FLOOR FLAN o SCALE: 1 /4" = 1' - 011 A Sl/ EB 6" DIA. C.V DIA. 8" IOX6 SR 150 CFM DI" DININe IOX6 SR 150 CFM IOX6 SR 150 CFM LIVING 16X8 PORCH GC -- 1 n i Iw r� BMA SLAB / I r. •••• KITCHEN 8 "DIA TO ROOF VENT O H O 8x6 SR 100 GFM 8" DIA. 24X24 RA GRILLE ® WALL c 0 14X8 Two CAA eARivaE 1 6 "DIA. v 8"DIA. IOX6 SR • 125 CFM / \ 10X6 R 125 CFI\ REF. DRAT LINES IN 4 "DIA. PV BELOW SLAB BED 1 BATH 1 6X6 5 • CFM 4 "D4 FLUE TO ROOF VEN ONE HOUR RATED SO AND AC ENCLOSURE CLOSET TO ROOF VENT MIN. 10 FT. FROM 64S RISER $ METER " DIA DRYER VENT 3/44" SAS RISER UPP SPLIT SYSTEM SCHEDULE UNIT DESIGNATION AREA SERVED MANUFACTURER FAN COIL UNIT MODEL No, CONDENSING UNIT MODEL No. MINIMUM SEER TOTAL CAPACITY BTUH SENSIBLE CAPACITY BTUH COIL ENTERING CONDITIONS AMBIENT AIR TEMPERATURE CFM SUPPLY EXTERNAL STATIC PRESSURE FAN COIL UNIT FAN HP HEATER KW CONDENSING UNIT FLA VOLTAGE FOR SYSTEM FAN COIL UNIT WEGHT LBS CONDENSING UNIT WEIGHT LBS FAN COIL UNIT LOCATION CONDENSING UNIT LOCATION REFRIGERANT LINES SIZES SUCTION LIQUID NOTES: 1. FURNISH ROOM THERMOSTAT, LOW VOLTAGE 1- STEP COOL, 1 -STEP HEAT WITH FAN -AUTO SWITCH AND COOL-OFF -HEAT SWITCH. AC-1 WHOLE HOUSE RHEEM RBHA17111NUHA1 RALB030JAZ 11 MIN. 29600 21200 80/67 DEG DB/WB 95 DEG DB 1100 0.35 1/4 9.6 18 240-1-60 92 185 ACRM ROOF 7/8" 3/8" DUCT COLLAR —• ATTACHED TO DECK k,WITI-114ILTI REDHEADS /�f/ �//J�//�/�i�//�OR I/4" CREWS ! ATTIC SPACE FINISHED ROG EXHAUST DUCTS 26 MSG GALY. SHEETMETAL DRYER DUCTS WITH SMOOTH INTERIOR SURFACES. DO NOT USE SCREWS OR OTHER FAST RS EXTENDING INTO D - f•ALLS CEILING ROO N.T.B. 01- all work shall conform to the latest edition of the south Rorida building and applkable state and local ordinances. 02- contractor shall warrant all work to be free of defects in workmanship and materials for a period of one year after acceptance of project 03- provide all the necessary instructions to the owner, including all required printed materials, in the operation of the mechanical systems. 04- provide equipment maintenance and instruction manuals,etc. to the owner submit architect/engineer for approval. 05- submit equipment, accesories, controls, ductwork, etc shop drawings before proceeding with the purchase or installation of same. 06- provide all the necessary access panels to valves, fire dampers, etc as may be required. 07• balance al air systems to within 10% of quantities shown on plans. 08- all work must be coordinated with all other trades prior to execution of same. 09- a/c contractor must obtain his own permit and pay for all required fees. 10- conditioned ductwork shall be as follow: class 1 fiberboard, neoprene coated internally, R-6 value to SMACNA'S fiberglass duct manual. and applicable state and local ordinances. 11- ventilation ductwork shall be galv. sheetmetal per SMACNA'S LOW PRESSURE METAL DUCT STANDARDS. vent ductwork shall not be insulated. 12- all dud dimensions shown on plans are dear inside dimensions. 13- refrigerant piping shall be copper type L or K or ACR copper tubing with wrought copper fittings. joints shall be soldered with 95/5 solder and suittable Dux. 1;- insulate suction lines with 3/4' foamed plastic or dosed cell polyethylene pre - molded pipe insulation. 15- provide accesory low volt room thermostats with fan-off-auto and cool -0N -heat switches and heating subbase. 16- carefully coordinate location of ductwork with all structural elements providing duct sleeves as required. 17- control wiring shall be the responsibility of the mechanical contractor. cool -oft -heat switches and heating subbase. VENT CAP WITH MAX I/1" " — MESH SIZE SCREEN- EXCEPT DRYER VENTS SHALL NOT BE SCREENED FLASHING AND ROOFING SEAL BY GENERAL CONTRACTOR TILED ROOF DECK DUCT TO UNIT VENT DETAIL GENERAL NOTES -HVAC 4' CONCRETE BASE MIN. 2' OVERLAP TYPICAL FASTEN C.U. TO ANCHORED CONCRETE SLAB WITH 8 41I1..T1 (0927P8), TWO AT EACH SIDE OF C.U. HVAC CHECKLIST HVAC DESIGN REQUIRES DUCT SMOKE DETECTORS — NO FIRE DAMPERS - NO SMOKE DAMPERS— - - - FIRE RATED ENCLOSURE — NO FIRE -RATED FLOOR 1 CEILING ASSEMBLY— - -- NO FIRE STOPPING -- NO SMOKE CONTROL - - - - -- NO CONDENSING UNIT MIN. 12 " CLEAR ON 3 SIDES CONDENSING UNIT DETAIL N.T.S. SPECIAL MECHANICAL NOTES 1- ALL EXHAUST DUCT SHALL BE CONSTRUCTED OF SHETMETAL TERMINATE OUTSIDE THE BUILDING AND BE EQUIPPED WITH BACKDRAFT DAMPERS (140 T -FIN ALLOWED) 2- DUCTS FROM TOILETS ROOMS SHALL DISCHARGE TO THE OUTSIDE OF THE BUILDING, SHALL TERMINATE NO LESS THAN 6 INCHES ABOVE THE FINISHED ROOF SURFACE, AND SHALL BE SCRENNED WITH A CORROSION RESISTANT MATERIAL OF MESH SIZE NO LARGER THAN 1/2 INCH. PROVIDE GOOSENECK OR RAIN CAP ON ROOF TERMINATION 3- CLOTHES DRYER EXHAUST DUCTS SHALL NOT BE SCREENED 4- CLOTHES DRYERS EXHAUST DUCTS OR VENTS SHALL COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS, BE CONSTRUCTED OF MINIMUM 26gage GALV. 111191. PIPE HAVING A SMOOTH INTERIOR SURFACE WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. DUCT JOINTS SHALL NOT BE ASSEMBLED WITH SIIEETMETAL SCREWS OR OTHER FASTENERS WHICH EXTEND INTO THE DUCT WALLS POWER AND CONTROL CONNECTIONS MIN. 24 • CLEAR INSULATED SUCTION AND INU LINE W/ 0 INSULATION 6 • 0 Fitt 5CH 40 COND. ONE 45 DEG EL @ EACH END R -6 FLEX. DUCTS N.T.S. 111111111111111111111/ rttat11� /tir rh1Y�/1i/1. /IY// SIr/rIfi /!l3 R/A A/C EQUIPMENT CLOSET DETAIL R 6 FLEX. DUCTS BAIT INSULATION ELECTRIC STRIP HEATER FACTORY FABRICATED FILTER SECTION 2 "X 4' WOOD SUPPORTS REF. LINES IN 4' PVC CONDUIT U.G. TO C.U. JORGE NUCHE ARCHITECT FL. REG. AR 13547 Jorge Nuche Design Group Inc. 8380 SW 149 Drive Miami. Fla 33158 (305) 238 -7586 SHEET 1 FIXTURES CONNECTION SCHEDULE M SW.:OOL DESMIP I TON P - WC: F.T. WAl ER CLOSET (FCUs) i TANK W . C . ) 12 3 LAV LAVATORY 1 12 1 1/2 SH S1K»v'ER O 1/2 1/2 2 KS K`.TCHEN SINK 1/2 112 11/2 WM WASIIINO MACIIINE 1/2 1/2 2 DW DISHWASHER - 112 0 • GL. 1 n L FL UME3 INCA PLAN 0 SCALE: 1 /4" = 1' -0" L.IVIN* 2 " @ I /4" KITCHEN HB 1) lfr 4" ® I/8" (22 n) TO SEPTIC TANK 'ti, 9 a 0 < I —� OAST mere* 5 PTl MIN. 6 6 I I1 HOT HATER TO FIXTURES HEAT TRAP" DRAIN Et) NTS I' 4 T marl VALVE 0 Wer' 1 6"c <? (7 (t& L4 k,ce. at I ov, ei e . a `,r E NH No. 1 GALLONS 4.3 ION D.N.S.E 240 -1-60 VAG E.P.. g 0.86 REGOV.a 22 - k; • E-- COLD HATER SUPPLY �j PUTURE SOLAR COLLECTOR / HEAT RECOVERY ROUSH -IN EIAIH NO. 1 TA I L ri /l v C) 6• c-14)..,1) ["". RELIEF TO OUTDOORS 6" ADOVE 6RADE 6ROVND FLA. l9 II.CGTRIG UNION$ VACUUM BREAKER OAS SIZING SGH t�UL� LONG RUN 72 I✓T. TYPn UEL- NATURAL oAS MAX. DEMANt7- 100,000 BTUS / CI 2 -w14 G.p. Gn u() TO A Ttt'c c W4 c e �-x G4,5 (11 W (04 C0 Sev • 3 ✓4 c, -5 r ,i(fJ �' 1 Cads f E snita) WC LAV ail PLUMBING GENERAL NOTES 1 .FURNISH ALL LABOR AND MATERIALS FOR A COMPLETE OPERATIONAL PLUMBING ' SYSTEM AS PER THE SOUTH FLORIDA BLDG. CODE , LATEST EDITION , 2. SCOPE OF WORK A. SANITARY COLLECTION & VENT SYSTEM. 13 DOMESTIC WATER SYSTEM. C CONDENSATE WASTE PIPING, 3. CONTRACTOR SIIALL PAY FOR ALL FEES , INSPECTIONS , CONNECTION CHARGES , AND PERMI 4. GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF WORK. 5 MATERIALS : A PROVIDE SHUT -OFF VALVES , PRIMER VALVES , ETC. AS MAY BE REQUIRED FOR A COMPLETE INSTALLATION. B. PROVIDE DIELECTRIC FITTINGS TO CONNECT' METALIC PIPES OF DISSIMILAR MATERIALS. C. SANITARY WASTE PIPE AND VENTS : CAST IRON NO-HUB SERV. WEIGHT, CLASS A WITH STAINLESS STEEL COUPLINGS FITTINGS. , OR PVC SCHED. 46 PIPE & FITTINGS. D. CONDENSATE WASTE : COPPER DWV WITH SOLDERED JOINTS/ 95 /5 SOLDIrR.' OR PVC SCItED. 4() PIPE & FITTINGS, E. WATER LINES : ABOVE GROUND : COPPER TYPE K , L OR M . BELOW GROUND : COPPER TYPE K OR L BELOW 'FLOOR SLAB : TYPE M LOOPED IN PLASTIC CONDUITS NO LESS THAN 1/32 " THK. ITS TOTAL LENGTH INCLUDING TURN ABOVE SLAB. NO FITTINGS BELOW FLOOR SLAB. 6, TESTS : TEST ALL DOMESTIC WATER PIPING SYSTEMS TO 100 PSIG HYDROSTATIC PRESSURE FOR A MINIMUM OF 8 HOURS. TEST ALL SOIL AND VENT LINES WITH A IO FT. HEAD OF WATER WI111 WATER LEVEL AT UPPERMOST POINT OF SYSTEM . 7. PROVIDE SHUT -OFF VALVES FOR EACH FIXTURE. 8, PROVIDE WATER HAMMER ARRESTORS FOR FIXTURES PER THE SOUTH FLA. BLDG. CODE. 9. FURNISH TOILET FIXTURES AS PER ARCHITECTURAL PLANS AND /OR SPECIFICATIONS. • SPECIAL NOTES 1. NDERGROUND WASTE LINES a, MINIMUM SIZE OF LINES : 2" Q 1/ 4 " / !f . GRADE. ' b. LINES 3 "& ABOVE : @ 1/8 " /r"C. GRADE . c. BUILDING DRAIN SIIALL HAVE A UNIFORM SLOPE OF 1/8"/ FT. KS 2. LOPE OF itORi7.ONTAL PIPING • a. HORIZON'T'AL DRAINAGE PIPING 2 " & SMALLER : Q 1/4 "/ FT. GRADE; b. HORIZONTAJ. DRAINAGE PIPING 3"& LARGER : (a3 1 /8 " /FT. GRADE ,& man ANTI•SC.LI YALYrs LOR BATHTUBS AND SHOWERS, 4. FURNISH VACUUM BREAKERS FOR HOSE 011113S, WM DW NOTES 'w",v" �- WATER HEATER DETAIL s.r.s. NOTES : 1- SHOWERS W331i A/411-SCALDING VALVES . 2- DW W1111 INDIJECT WA5IE'IU KS (111-LO I•TITING ) 3- ALL IIL; TO BE II" Wr3-II VACUUM BREAKERS. JORGE NUCHE ARCHITECT FL. REG. AR 13547 Jorge Nuche Design Group Inc. 8380 SW 149 Drive MIamI, Fla. 33158 (305) 238.7586 w V z 0 v7 z 0 w z to os • a z O a 0 x 1) sn h O M SHEET r r 5 ' -6 ' IO' -4" 4' 12' 2' -5' 12' Y -2% — 1 , 1[ IE:1 r I t+5 VERT. rrP. FILLED CELL COLUMN* 24' O.G. (6A81 E END WALL) ■ 1 -10' f0' -2" SCALE 1/4"=V-0" r - - - - -1 FI a - _J J 10' -2 4" GON C SLAB ON GRADE w/ I LAYER OF bxb 1 -4xI -4 W.W.F. PLACE AT I' FROM TOP OF SLAB OVER HELL COMPACTED GLEAN FILL TO MIN, (-I5% PROCTORS DENSITY SOILS AND WITH VAPOR BARRIER. THE SOIL ARE TO BE TREATED FOR TERMITES BEFORE PLACING VAPOR BARRIER. L 107 13 in L FOUNDATION PLAN 0 1- - -1 r - -- - -J- L LIM 5' -O'1J 8 "x8 "x CON) w/ I5 -- 545(54 "x12' EP FTC. TOP OF FT b' w/ "1 X5'5 E Y J F3 THIS DRAWING AND INFORMATION CONTAINED THEREON ARE FOR THE SPECIFIC USE AND APPLICATION OF THIS SPECIFIC PROJECT AND THEREFORE REMAIN THE LF PROPERTY OF A.S.A.O., INC. ACCORDINGLY, THE CONTENT OF THIS DRAWING IN PARTS OR AS A WHOLE ARE NOT TO BE COPIED, REPRODUCED OR USED WITHOUT THE EXPRESSED WRITTEN CONSENT OF A.S.A.D., INC. 8 -2' 51 O'-O'C .+.f,�D TOP OF 4' AB ON GRADE 12' WFI Y r — I L __ — WFI 1 L -- FI J - 4- - - -- - J i 1 I___J JI F2 q ,. 4 ' f0-6' L _ — di O' -4' ASSUMED TOP OF 4' SLAB ON&RADE MASONRY COLUMN BLOCK (ALTERNATE COURSES OF 'A' t '0' BLOCKS) WFI 4 SLOPE 14 -2' 2 *5's VERT. I - 10' 10'-8' r 1 �--, 1 1 . ._ -�' ( 0 8' — L_ 4- v I #5 VERT. OR AS NOTED ON PLAN MASONRY COLUMN BLOCK COLUMN DETAILS 56' [_1 1 1 1 6 #5 VERT. OR AS NOTED ON PLAN SS - MASONRY COLUMN BLOCK SCALE 1/4"=1I-0 2 _ 1_0 2 5' FIAT CONIC. ROOF SLAB w/ 1 3's 0 12" O.G. (EH,)' 12' . • 1 • . F I— it /1 IV rr - rr II II I 1 2 ' - -9 ' t 2 10' I I I I 1 1 1 1 1 I 1 Ib'x'8' CONG13EAM VOWS WS TOP BOTTOM , • No. 3 STIR 0 b" O.G. (E.E.) REMAINDER 24' O.G. 4 #5 VERT. OR AS NOTED ON PLAN - MASONR'( COLUMN BLOCK ROOF PLAN (Sc ROOF STR. PLAN r-1' Fo. T, = 1 1 1 1 1 1 1 1 1 1 11-921- 2.-q4 kJ- 21-cr II I 1 1 II II I L I I II 1 II 1 1 2'-9' 11 T7 __ _L 1 ;6 "hix10 "D RAKE BEAM I F FT ri I I I 1 1 I II 2,A,,BLE I HALL- Ei IJ lTf1 2' -4' 2' -1' 10'� 66A E -t WALL 1 9/I /s1 w M • • riC CC w Um � r W w ,Lu am. W CC Gil 0) li al W 2 z Z P 0 r PROJECT NO. W 1- 0 om . x 4 FOOTING SCHEDULE - -- I MARK SIZE DEPTH TOP OF FTG. ELEV. REINFORCING LO CAT ON / BOTTOM TOP LW, S.W. LW. S.W. REM RKS F1 4'-- 0 „ x4 , -0” 12" _ 5 #5 5 #5 ----- ---- F2 4'-- 6 "x4' -6" 12,E _ 6 #5 6 #5 - -- _ -_ " i F3 3' -0 12" _ 0' -8 5 #5 5 #5 WF1 24 "x CONT. 12" - -2' -0" 2 #5 -- --- 1 #5 _ -- Ye . ( I WF2 20 9 x CONT. 12" -2' -0" 2 #5 ----- -- -- ____ r r 5 ' -6 ' IO' -4" 4' 12' 2' -5' 12' Y -2% — 1 , 1[ IE:1 r I t+5 VERT. rrP. FILLED CELL COLUMN* 24' O.G. (6A81 E END WALL) ■ 1 -10' f0' -2" SCALE 1/4"=V-0" r - - - - -1 FI a - _J J 10' -2 4" GON C SLAB ON GRADE w/ I LAYER OF bxb 1 -4xI -4 W.W.F. PLACE AT I' FROM TOP OF SLAB OVER HELL COMPACTED GLEAN FILL TO MIN, (-I5% PROCTORS DENSITY SOILS AND WITH VAPOR BARRIER. THE SOIL ARE TO BE TREATED FOR TERMITES BEFORE PLACING VAPOR BARRIER. L 107 13 in L FOUNDATION PLAN 0 1- - -1 r - -- - -J- L LIM 5' -O'1J 8 "x8 "x CON) w/ I5 -- 545(54 "x12' EP FTC. TOP OF FT b' w/ "1 X5'5 E Y J F3 THIS DRAWING AND INFORMATION CONTAINED THEREON ARE FOR THE SPECIFIC USE AND APPLICATION OF THIS SPECIFIC PROJECT AND THEREFORE REMAIN THE LF PROPERTY OF A.S.A.O., INC. ACCORDINGLY, THE CONTENT OF THIS DRAWING IN PARTS OR AS A WHOLE ARE NOT TO BE COPIED, REPRODUCED OR USED WITHOUT THE EXPRESSED WRITTEN CONSENT OF A.S.A.D., INC. 8 -2' 51 O'-O'C .+.f,�D TOP OF 4' AB ON GRADE 12' WFI Y r — I L __ — WFI 1 L -- FI J - 4- - - -- - J i 1 I___J JI F2 q ,. 4 ' f0-6' L _ — di O' -4' ASSUMED TOP OF 4' SLAB ON&RADE MASONRY COLUMN BLOCK (ALTERNATE COURSES OF 'A' t '0' BLOCKS) WFI 4 SLOPE 14 -2' 2 *5's VERT. I - 10' 10'-8' r 1 �--, 1 1 . ._ -�' ( 0 8' — L_ 4- v I #5 VERT. OR AS NOTED ON PLAN MASONRY COLUMN BLOCK COLUMN DETAILS 56' [_1 1 1 1 6 #5 VERT. OR AS NOTED ON PLAN SS - MASONRY COLUMN BLOCK SCALE 1/4"=1I-0 2 _ 1_0 2 5' FIAT CONIC. ROOF SLAB w/ 1 3's 0 12" O.G. (EH,)' 12' . • 1 • . F I— it /1 IV rr - rr II II I 1 2 ' - -9 ' t 2 10' I I I I 1 1 1 1 1 I 1 Ib'x'8' CONG13EAM VOWS WS TOP BOTTOM , • No. 3 STIR 0 b" O.G. (E.E.) REMAINDER 24' O.G. 4 #5 VERT. OR AS NOTED ON PLAN - MASONR'( COLUMN BLOCK ROOF PLAN (Sc ROOF STR. PLAN r-1' Fo. T, = 1 1 1 1 1 1 1 1 1 1 11-921- 2.-q4 kJ- 21-cr II I 1 1 II II I L I I II 1 II 1 1 2'-9' 11 T7 __ _L 1 ;6 "hix10 "D RAKE BEAM I F FT ri I I I 1 1 I II 2,A,,BLE I HALL- Ei IJ lTf1 2' -4' 2' -1' 10'� 66A E -t WALL 1 9/I /s1 w M • • riC CC w Um � r W w ,Lu am. W CC Gil 0) li al W 2 z Z P 0 r PROJECT NO. W 1- 0 om . x 4 NO. 2 STIRRUP 0 24" O.C. 2 #4 CONT. (TOP) SCALE: 1 1/2" = 1' -0" SPACING REDUCED FOR SPANS GREATER THAN 14' -0" FIBERMESH REINFORCED SLAB 1 #4 x 7' -0" LG. (TOP 0 RIDGE ONLY) M 1 2 #4 CONT. td' (BOTT.) 10' x 8 1/2" CONC. JOIST 0 4' -0" O.C. * W/ 2 #4 TOP, 2 #4 BOTT. & NO. 2 STIRRUPS 0 24" O.C. CONCRETE JOIST REINF. DETAIL, TYPICAL 3 1/2" FIBERMESH REINFORCED SLAB c. RIBBED CONC. ROOF SLAB 431B SCALE: 1" = 1' - 0" * SPACING REDUCED FOR SPANS GREATER THAN 14' -0" 18" x9 1/2' CONC. BEAM W/ (3) #5 TOP & BOTTOM & NO. 3 STIRRUPS 0 6" O.C. 3 1/2"x3 1/2 "x5/16" STRUCTURAL TUBING -- 4 , -0 " * ( U.O.U. ) RIDGE CO 3 1 /2" ROOF SLAB C SCALE 1" =1' -O" S - 2 12 "x5/8 "x12" BENT TOP PLATE W/ (2) 5/8"x6" J -BOLTS SHOP WELDED THIS DRAWING AND INFORMATION CONTAINED THEREON ARE FOR THE SPECIFIC USE AND APPLICATION OF THIS SPECIFIC PROJECT AND THEREFORE REMAIN THE PROPERTY OF A.S.A.D., INC. ACCORDINGLY, THE CONTENT OF THIS DRAWING IN PARTS OR AS A WHOLE ARE. NOT TO BE COPIED, REPRODUCED OR USED WITHOUT THE EXPRESSED WRITTEN CONSENT OF A.S.A.D., INC. "C" BA sr' BA " WALL / © 8 1/2" ROOF SECTION 2 SCALE 1" =1' -0" 5--2 6 MIL VAPOR BARRIER SEE FOOTING SCHEDULE —" TOP BARS EXTEND TO 1/4 PT. OF ADJACENT SPAN UNLESS NOTED "C" BARS ARE TOP BARS AT NOW CONTINUOUS ENDS "E BARS ARE TOP BARS OVER ALL BUT END SUPPORTS ' r BARS ARE INTERMEDIATE BARS S/2 IS HALF SCHEDULED STIRRUP SPACINGS TYP. BEAM DIAGRAM 12 "x12" RIDGE BEAM --. W/ 3 #5 TOP & BOTT. & NO. 3 STIRRUPS O 5" O.C. 3 1/2 1/2"x5/16" STRUCTURAL TUBING W/ 12"x5/8 "x12" TOP & BOTTOM PLATE - 3 1/2 "x3 1/7'x5/16" 1 W/ U 12 T x5/8"xt2" BOTTOM PLATE & & 5/8" ANCHOR BOLTS DOUBLE NUTS OR JAMB THREADS F- • L 1/4 12 +1 • BOT T. BAR • STD. HOOKS THRUOUT 2 #4's x 6' -0" TOP BENR REINF.— • WHIC TOP B1 L 1/4 L 2/4 S EVER IS GREATER BAR ii = viii► • LAP 24 BAR DIA. /120 t• STD BEND, TYP VARIES !r • • • • • • • • BA • _ • • • • • • • • r SEE FOOTING SCHEDULE BASE SECTION SCALE 1" = 1' -0" TOPER sr' BAR (STIRRUPS AS SCHEDULED) (2) 5/8" J -BOLTS (SHOP WELDED) 0 6" O.C. PREMOLDED . ' FILLER SEE PLAN FOR SLAB NOTES • •. L 2/4 CANT (L3) HICHEVE IS GREATER -J V z M 1 • w W N TYP. STEEL COLUMN SECTION ., • • •. • 4 • • • z Ii • 12 N .• ,• 1 d • SLAB BEAM DIAGRAM TOP BARS INDICATED IN SCHEDULE SHALL BE PLACED OVER RIGHT SUPPORT SCALE 1 " =1' -0" 8"x8" BOND BEAM W/ 1 #4 CONT. (2( O.C. VERT.) 24" x12" xCONT. CONC. FOUNDATION 3 #5 BARS CONT. WHICHEVER IS GREATER L 1/2 L 2/4 4" CONC. SLAB W/ 6X6 10/10 W.W.F.- • • — #4's x •7' -0" 0 1 2" O.C. LINE OF WALL GROUTING 8"x8" BOND BEAM W/ 1 ,# , CONT. (Z4" O.C. VERT.) 4 T 4, • • g • • TYP. BASE DETAIL SCALE 1 " =1' -0" 4 ' 1 • •• • .4 • • • • BOTT. BAR LAP 24 BAR DIA - • TOP BARS - • a • 4 • • L1 • p • #4's CONT. ct 4 1 --- • „1 -7 WHICHEVER IS GREATER L 1/2 L 2/4 J 4 • • BOND BEAM BLOCK 2' -0" #5's 0 24" O.C. W/ STD. HOOK 0 TOP (FILL ALL CELLS) 3000 P.S.1. PUMP MIX TYP. EXT. WALL ROOF SECTION © 3 1/2" SLAB #5's 0 24" O.C. W/ SID. HOOK 0 TOP (FILL ALL CELLS) 3000 P.S.I. PUMP MIX 1 #4 CONT. HORIZ. REINF. 0 24" O.C. -GRADE 3 SEARING WALL SECTION • , • • • • • • d ' • • L3 • • #5 DOWELS 0 24" O.C. W/ STANDARD HOOK __ •.........o. GABLE END © 3 1/2" SLAB DETAIL SCALE 1 " =1' -0" 12 12 SCALE 1 " =1' -0" #4's 0 12" 1 O.C. x 4'--0' LINE OF WALL GROUTING LINE OF WALL 8"x8" BOND BEAM W/ 1 #4 CONT. (24" O.C. VERT.) GROUTING 1 # CLEAR 8" — #4's x 5' -0' 0 12" O.C. 12 "x12" RIDGE BEAM W/ 3 #5 TOP & BOTT. & NO. 3 STIRRUPS 0 5" O.C. • 2' -O" #5 0 24" O.C. 4 r 2 #4's CONT. TYP. EXT. WALL ROOF SECTION CO 3 1/2" SLAB co UNE OF WALL GROUTING 8"x8" BOND BEAM W/ 1 #4 CONT. (24" O.C. VERT.) 2 #4's CONT. TYP. EXT. WALL / ROOF SECTION @ CONC. JOIST SCALE r=1.--0- 1 1 /2" #3 CONT. BOND BEAM BLOCK 2' -0" i5's 0 24" O.C. W/ STD. HOOK 0 TOP (FILL ALL CELLS) 3000 P.S.I. PUMP MIX -2 #4 EXTENDED FROM CONC, JOIST • — BOND BEAM BLOCK #5's 0 24" O.C. W/ STD. HOOK 0 TOP (FILL ALL CELLS) 3000 P.S.I. PUMP MIX o • w z Q 0 PROJECT NO. IO I- 4 4 u Z � W 4. o O) LL i W 2Z N. 0 1.) CONCRETE MASONRY UNITS HOLLOW LOAD BEARING MASONRY UNITS SHALL BE GRACE PI UNITS CONFORMING TO THE ASTM DESIGNATION C,(40-/f'm = 1'100 PSI) 2.) MOTAR AND GROUT MOTOR FCR REINFORCING MASONRY SHALL CONFORM TO ASTM OZ/0 TYPE M OR 5. GROUT FCR PUMPING SHALL HAVE NOT LESS THAN SEVEN SACKS OF ,CEMENT IN EACH CUBIC, YARD OF GROUT AND 2S DAY COMPRESSIVE STRENGTH AT MIN11•UM 3,000 PSI (F'G = 3,000 PSI) ALL GROUT SHALL BE AS FLUID AS POSSIBLE (SUMP = a" s 1 ") FCR POURING WITHOUT SEGREGATION OF THE CONSTITUENT PARTS. THE USE OF UNCONTROLLED FIRE CLAY, DIRT, AND OTHER DELETERIOUS MATERIALS 15 PROHIBITED. 3.) REINFORCING STEEL STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM A615 GRADE 60 k4ITH DEFORMATIONS CONFORM TO ASTM DESIGNATION A3O5. WIRE REINFORCEMENT SHALL CONFORM TO ASTM DESIGNATION Ae+2. REINFORCEMENT SHALL BE CLEAN AND FREE FROM LOOSE RUST SCALE AND ANY COATINGS THAT REDUCE BOND. GENERAL STRUCTURAL NOTES 1. STRUCTURAL ENGINEERING AND SUPPORTING DOCUMENTS HAVE BEEN PREPARED IN ACCORDANCE WITH ENGINEERING ASSUMPTIONS, ANALYSIS, AND DESIGN BY THE STRUCTURAL ENGINEER OF RECORD AND IN COMPLIANCE WITH THE 1994 EDITION QF SOUTH FLORIDA BUILDING CODE (SFBC). & AMSIJASCE 7 -95 STANDARD 2. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3500 PSI (FC'= 3500 PSI) WITH "FIBERMESH" FIBER MESH ADDI TIVE AT 1.5 LB. PER CU. YD. 3. CONCRETE SLUMP: 5" +/- 1" (SLAB); 8" +/- 1" (WALLS) 4. CONCRETE SHALL BE TESTED 0 EVERY 50 CU. YD. OR PER CONCRETE PLACEMENT. 5. REINFORCING STEEL SHALL BE GRADE 60 (FY = 60 KSI). 6. CONCRETE COVERAGE FOR REINFORCING STEEL: CONCRETE CAST AGAINS FILL 3" COLUMNS, BEAMS (UPPER) 1 1/2" GRADE BEAMS (CAST AGAINST FORM) SLAB CAST AGAINST FORM AND EXPOSED TO FILL 2" 7. FABRICATION, DETAILING, PLA OF REINFORCING STEEL AND CONCRETE IN ACCORDANCE WITH THE ACI CODE 318 -95. 8. CONTRACTOR SHALL FOLLOW THE FOLLOWING CONCRETE POUR SCHEDULE: MINIMUM TIME PRIOR TO REMOVAL OF SHORES & FORMS IN ROOF SLAB = 3,000 P.S.I. SHALL BE THE GREATER OF THE TIME TO REACH 3000 psi STRENGTH OR 7 DAYS 9. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REINFORCING STEEL FOR THE APPROVAL. 10. STRUCTURAL SLAB REINFORCING STEEL PLACEMENT MUST BE INSPECT- ED AND APPROVED BY A REGISTERED STRUCTURAL ENGINEER PRIOR TO THE PLACEMENT OF THE CONCRETE. 11. DESIGN LOADS: ROOF DEAD LOAD 50 PSF ROOF LIVE LOAD 30 PSF WIND LOAD IN ACCORDANCE WITH SECTION 2309 OF 1994 EDITION OF SOUTH FLORIDA BUILDING CODE. 12. DESIGN SOIL BEARING CAPACITY; 2500 PSF TO BE VERIFIED BY A FLORIDA REGISTERED SOIL ENGINEER. CGNGRIETE BLOCK WALL a.OLUMN STEf1 (SEE PLAN) CONCRETE LINTEL. "CASTCRETE' SEE uNTEL SCHBOAE FOR REItfFORGINO AND FtLLIN0 IF Pfau' PEO $$59 HORT TO ExTEN17 Mltl 4' INTO EA SIDE ClJLIA•W (TrP1CAL AI.L WIDOW SILLS) NOTE: PROVIDE CASTCRETE LINTEL OR POUR SOLID 8' DEEP (TYPICAL EA WINDOW SIC) TYP. WINDOW OPENING IN BLK. WALL SCALE: N.T.S. ..• 1 ■ 11 ■ r-g.1•••, • TYP. SOto BEAN BOTTOM of FOOTER NoTE: (SEE FWNDATTON PLAN FUR COLUMN LOCATIONS AND REINFORCING) NOTE: THE INSTALLATION OF 0LAZIN6 PROTEGTION DEVICES HAS BEEN CONSIDERED IN THE DESIGN OF THE 51PPORT STRUCTURE THIS DRAWING AND INFORMATION CONTAINED THEREON ARE FOR THE SPECIFIC USE AND APPLICATION OF THIS SPECIFIC PROJECT AND THEREFORE REMAIN THE PROPERTY OF A.S.A.D., INC. ACCORDINGLY, THE CONTENT OF THIS DRAWING IN PARTS OR AS A WHOLE ARE NOT TO BE COPIED, REPRODUCED OR USED WITHOUT THE EXPRESSED WRITTEN CONSENT OF A.S.A.D., INC. 4.) WORKMANSHIP MASONRY WORK SHALL NOT BE STARTED V'HEN THE HORIZONTAL GR VERTICAL ALIGNMENT OF THE FOUNDATION 15 A MAXIMUM OF ONE INCH TOTAL IN ERROR. ALL MASONRY SH1ALL BE LAID TRUE, LEVEL, PLUMB, AND NEATLY IN ACCORDANCE WITH THE PLANS, UNITS SHALL BE GUT ACCURATELY TO FIT ALL PLUMBING DUCTS, OPENINGS, ELECTRICAL WORK, ETC. AND ALL HOLES SHALL E3E NEATLY PATCHED. EXTREME CARE SHALL BE TAKEN TO PREVENT VISIBLE GROUT OR MORTAR STAINS. NO CONSTRUCTION SUPPORTS SHALL BE AT�T, cHEt3 TO 7FHE WALL E CEPf V4HE ?E ` WHERE SPECIFICALLY PERMITTED Si THEC.ENGINEER. " 4.1) MASONRY UNITS MASONRY UNITS SHALL BE SOUND, CRACKS WHEN PLACED IN THE ST ALL MASONRY UNITS SHOULD BE STORED IN THE .JOB SO THAT THEY ARE KEPT OFF THE GROUND AND PROTECTED FROM RAIN WHEN REQUIRED BY THE ARCHITECT. WETTING THE UNITS SHALL NOT BE PERMITTED EXCEPT WHEN HOT CRY WEATHER EXISTS CAUSING THE UNITS TO BE WARM TO THE TOUCH AND THEN THE 54RFAGE ONLY MAY BE WETTED WITH A LIGHT FOG SPRAY. FRCF'ER MASONRY UNITS SHALL BE USED TO PROVIDE FOR ALL WINDOWS, DOORS, BOND EEAM15, LINTELS, PILASTERS, ETC., WITH A MINIMUM OF UNIT CUTTING. V1F4ERE N1AEONRY UNITS GUTTING 15 NECESSARY, ALL CUTS SHALL E3E NEAT AND TRUE. 4.2) BONDING FOR BONDING yHE MASONRY TO THE FOUNDATION THE TOP SURFACE OF THE GO NGRETEFOUNDATION SHALL E3E GLEAN, WITH LAITANCE REMOVED AND A.SGREGA EXPOSED BEFORE STARTING THE MASONRY CONSTRUCTION. WHERE NO BON PATTERN 15 SHOWN, THE WALL SHALL EE LAID UP IN STRAIGHT UNIF RM COURSES WITH REGULAR RUNNING BOND. INTERSECTING 1ASONRY WALLS AND PARTITIONS SHALL NE BONDED BY THE USE OF STEEL 1E5 AT 16 INCHES O.G. MAXIMUM. CORNERS SHALL HAVE A STANDARD MASONRY BOND BY OVER- LAPPING UNITS AND SHALL BE SOLID GROUTED WINDOW BUCK DETAIL -1/2' W. 80. O 1x2 • P.T. FURRING s H/ ALFOL TYPE 1 -A INSUL. OR APPROVED EQUAL (R =4 ..2) I I/2' = I 4 f- 1/2" = 1' -0" 01) OR HOOD WALL STUCCO FINISH 1x3 P.T. BUCK (1x4 P.T. BUCK FOR DOORS) W/ 3/16' • x 1 1/2' EKED NS TAPCO 0 b' O.G. MAD CONTII10.6 AD OF CAULKING TINTED %ADO -- - %CRa'1 PER H ( NDO NPR. AEG EXTERIOR DOORS CONT. GAIUGNG NO BEVEL FOR '41VOW OR DOOR FRAME 'W. :7 7,4) r DRY, GLEAN, AI 'FT EE FFOM1 "+�# // a RUG TUR E. - -fl----- - 8' o (2) 1/2" J BOLTS OR 2 -5/8" EXP. BOLTS 3/16" x 3 1/2" TAPCONS 0 16" O.G. INTO BEAM OVER GARAGE DOOR 2X6 P.T. (TYP) 1/2' J BOLTS OR 5/8' EXP. I3OLT5 (TYP.) (5" EMBEDMENT MIN) GARAGE DR. BUCK DETAIL " a 4 a. COLUMNS, BEAMS, JOISTS, A.ND SIMILAR STRUCTURAL MEMBERS SHALL BE ANCHORED TO THE HALLS WITH ANCHOR BOLTS OR THEIR EQUIVALENT. ANCHORS SHALL BE FULLY AND SOLIDLY GROUTED IN PLACE. EMBEDMENT MALL NOT BE LESS THAN TWO- THIRDS OF THE HALL THICKNESS UNLESS OTHERWISE NOTED. 4.3) JOINTS THE STARTING JOINT ON FOUNDATIONS SHALL BE LAID WITH FULL MORTOR COVERAGE ON THE BED EXCEPT THAT THE AREA WHERE GROUT OCCURS SHALL BE KEPT FREE FROM MOTOR 50 THAT THE GROUT WILL CONTACT THE FOUNDATION. MORTAR JOINTS SHALL SE STRAIGHT, CLEAN AND UNIFORM IN THICKNESS AND SHALL BE TOOLED AS 5HO ON THE PLANS. ALL HALLS SHALL HAVE JOINTS TOOLED WITH ROUND BAR (OR V- SHAPED BAR,) TO PRODUCE A DENSE, SLIGHTLY CONCAVED SURFACED WELL BONGED AT THE EDGES, UNLESS SPECIFICALLY DETAILED OTHER -IISE. TOOLING SHALL BE DONE WHEN THE MOTAR 15 PARTIALLY SET BUT STILL SUFFICIENTLY PLASTIC TO BOND. ALL TOOLING SHALL BE DONE WITH A TOOL WHICH COMPACTS THE MOTAR, PRESSING THE EXCESS MOTAR OUT OF THE OINT RATHER THAN DRAGGING IT OUT. RAKED JOINTS SHALL BE NOT MORE THAN ONE -HALF INCH DEEP AND WHERE EXPOSED TO THE WEATHER SHALL BE TOOLED. WHERE HALLS ARE TO RECEIVE PLASTER THE JOINTS SHALL BE STRUCK FLUSH. V4}+ERE JOINTS ARE TO E3E CONCEALED UNDER PAINT, THESE JOINTS SHALL E3E FILLED FLI)SA AND THAN SACKED TO PRODUCE A GENGE SURFACE WITHOUT SHEEN. JOINTS WHICH ARE NOT TIGHT AT THE TIME OF TOOLING SHALL BE RACKED OUT, POINTED, AND THEN TOOLED. UNLESS OTHERWISE SPECIFIED OR DETAILED ON THE PLANS, IN HOLLOW UNIT MASONRY THE HORIZONTAL AND VERTICAL MORTAL JOINTS SHALL BE 3/8" THICK WITH FULL MORTAR COVERAGE ON THE FACE SHELLS AND ON WEBS SURROUNDING CELLS TO BE FILLED WITH GROUT. VERTICAL HEAD JOINTS SHALL BE BUTTERED WELL FOR A THICKNESS EQUAL TO THE FACE SHELL OF THE UNIT AND THESE JOINTS SHALL BE SHOVED TIGHTLY SO THAT THE MORTAR E3ONDS WELL ro BOTH UNITS. JOINTS SHALL BE OLIDLY FILLED FROM THE FACE OF THE BLOCK TO AT LEAST THE DEPTH OF THE FACE SHELL. IF IT 15 NECESSARY TO MOVE A UNIT AFTER IT HAS BEEN ONCE SET IN PLACE, THE UNIT SHALL BE REMOVED FROM THE HALL, CLEANED AND SET IN FRESH MORTAR. VIHEN CONTROL .JOINTS ARE REQUIRED THEY SHALL BE AS DETAILED ON THE PLANS. 1 " =1 1 0 " ✓C/" - *5 CORNER BAR (1) P5 PLAN VIEW (EXTERIOR) CORNER TIE BEAM-- 2 m SCALE 1 " -1' -0" 8'x8" BOND BEAM w/ 1 /4 CONT. (24' 0.C. VERT.) 4" CONC. SLAB W/ 6X6 10/10 W.W.F. - • • • • • .• • 24 "x12 "xCONT. CONC. FOUNDATION 3 #5 BARS CONT. #4's 0 12" 0.C. x 3' -0" UNE OF WALL GROUTING T'T - rT- . - • L_ 3 SCALE 1" =1' -0" • • . a • • • . • . 4.4) REINFORCING WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL. DOWELS SHALL BE GROUTED INTO A GORE IN VERTICAL ALIGNMENT, EVEN rHOUGH IT 15 IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. REINFORCING BARS SHALL BE STRAIGHT EXCEPT FOR BENDS AROUND CORNERS AND WHERE BENDS OR HOOKS ARE DETAILED ON THE PLANS. REINFORCING STEEL SHALL BE LAPPED 40 BAR DIAMETER MINIMUM WHERE SPLICED, AND SHALL BE SEPARATED BY ONE BAR DIAMETER OR HIRED TOGETHER. VERTICAL BARS SHALL BE HELD IN POSITION AT TOP AND E3OTTOM, HORIZONTAL REINFORCING BARS SHALL BE PLACED IN CONTINUOUS MASONRY COURSES, CONSISTING OF BONDBEAM OR TROUGH BLOCK UNITS, AND SHALL ee SOLIDLY GROUTED IN PLACE. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE - QUARTER INCH FROM THE P1AEONA.RY, AND NOT LESS THAN ONE BAR DIAMETER BETYEEN BARS. WIRE R.EINFORGEMENT SHALL BE COMPLETELY EMBEDDED IN MORTAR OR GROUT. JOINTS WITH WIRE REINFORCEMENT SHALL BE AT LEAST TWICE THE THICKNESS OF THE WIRE. HIRE REINFORCEMENT SHALL BE LAPPED AT LEASE 6 INCHES AT SPLICES AND SHALL CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT IN THE LAPPED DISTANCE. 4.5) GROUTING REINFORCING STEEL SHALL BE SECURED INPLAGE AND INSPECTED BEFORE GROUTING STARTS. MORTAR DROPPING SHOULD E3E KEPT OUT OF THE GROUT SPACE, VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT TO MAINTAIN A CONTINUOUS UNOBSTRUCTED CELL AREA NOT LE55 THAN 2 "x3' CELLS CONTAINING REINFORCEMENT SHALL E3E SOLIDLY FILLED WITH GROUT AND POURS SHALL E3E STOPPED ONE AND ONE -HALF INCHES BELOW THE TOP OF A COURSE TO FORM A KEY AT POUR JOINTS. GROUTING OF BEAMS OVER OPENINGS SHALL BE DONE ON ONE CONTINUOUS OPERATION. 4. TYP. BASE DETAIL 2 #4 CONT. b' CLEAR • s. • . TYP. EXT. WALL ROOF SECTION © 3 1/2" SLAB #5's 0 24" O.C. W/ STD. HOOK 0 TOP (FILL ALL CELLS) 3000 P.S.I. PUMP MIX 1 #4 CONT. HORIZ. REINF. 0 24" 0.C. 1- -GRADE # DOWELS ® 24" 0.C. W/ STANDARD HOOK GABLE END WALL SECTION Y � - #3 CONT. 1/2'J BOLT OR 5/• EC,'. ear, TYP. (SEE o11_ 6/A-IO FOR SPACING) 2x6 P.T. BU/.K (TOP AJV SIDES) ANCHOR TOP BUCK TO CONS. at kV 3/16' x 3 1/2' TAPCON CONCRETE SCREWS 0 16' O.G. GARAGE BUCK DTL. S -3 3/4" = 1:__0' GARAE>E DOOR (ATTA E n To BUCK t Y MFR) THE TOPS OF UNFILLED CELL COLUMNS UNDER A HORIZONTAL MASONRY BEAM SHALL BE COVERED NTH METAL LATH OR SPECIAL UNITS SHALL BE USED TO CONFINE THE GROUT FILL TO THE BEAM SECTION. ALL BOLTS, ANCHORS, ETC., INSERTED IN THE HALL SHALL BE SOLID GROUTED IN PLACE. CLEANING HOLES SHALL BE PROVIDED AT THE BOTTOM OF ALL GORES CONTAINING VERTICAL REINFORCEMENT IN HOLLOW UNIT MASONARY. MORTAR PROJECTIONS AND MORTAR DROPPINGS SHALL E3E GLEANED OUT OF THE GROUT SPACE AND OFF THE REINFORCING STEEL WITH A ..JET STREAM OF MATER OR AS REQUIRED TO GLEAN THE SPACE ALL GROUT SHALL BE CONSOLIDATED AT TIME OF POURING BY PUDDING BEFORE THE PLASTICITY 15 LOST. HOLLOW MASONRY SHALL CURE AT LEASE 24 HOURS BEFORE GROUTING. GROUT SHALL BE POURED TO NOT MORE THAN FOUR FOOT DEPTHS THEN WAIT APPROXIMATELY I HOUR AND POUR ANOTHER FOUR FOOT DEPTH. THE FULL HEIGHT IN EACH 'SECTION OF THE WALL SHALL BE POURED POURED IN ONE DAY. PROVIDE 3!(1 HIRE RECTANGLE HORIZONTAL REINFORCEMENT 16 INCHES O.G. (UNLESS OTHERWISE NOTED). 5.) PRECAST MASONRY LINTEL SPECIFI. (CASTCRETE) PROVIDE FULL MOTAR HEAD AND BED JOINTS. SHORE FILLED LINTELS AS REQUIRED. INSTALLATION OF LINTEL MUST COMPLY k4ITH THE ARCHITECTURAL AND/ CR STRUCTURAL DRAWINGS. LINTELS ARE MANUFACTURED WITH 5 1/2 INCH LONG NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTEL CAVITY. ALL LINTELS DESIGNED BY CASTCRETE CORPORATION FOR ANTICIPATED SERVICE LOADS AND DEFLECTIONS. CONTRACTOR SHALL CONFORM TO SPECIFICATIONS FOR PRECAST LINTELS BY CASTCRETE CORP. 0 LL W QC U 2 W N W w z 3 1 .i - 2 ict � W 0 Ix W 2 o t LL1 0 1 CAST -CRETE LINTEL TABLE . # LENGTH OF LINTEL APPLIED LOAD (p.l.f,) ALLOWEW LOAD (p.i.f) GROUT LINTEL , NO GROUT REMARKS 3' -10" _ 120 2646 X 1 #5 ( 8F6-1E3 ) 2 6' -8" 115 1255 X I #5. (. 8F8 -I8 ) I I 3' -10" 525 2646 X 1 #5 , ( 8F8 -ID ) 3' -10" 525 2646 X • I #5 (8F8 -IB ) 5 3' -IO" T15 2646 X 1 #5 ( 8F8 -I13 ) 6 2' -10" T15 3166 X 1 #5 ( 8F8 -IS ) 1 6-8" 115 1255 X 1 #5 ( SF8 -1E3 ) 8 3' -I0" 115 2646 X 1 #5 ( 8 F8 -IB ) 9 2' -10" 115 3166 X 1 #5 ( 8F8 -I13 ) 10 3' -IO" 525 2646 X 1 #5 ( 8F8 -IE3 ) II - 12 3' -10" 525 2646 X 1 #5 ( SF8 -IB ) 3 -l0" 4 - 15 2646 X 1 #5 (8F8 -IB ) 13 14 6-8" 525 1255 X I #5 ( SF8 -I13 ) 9' -4' l 1100 1818 x 1 #5 ( 8F8 -IB ) 15 1' -4" 415 1818 X I #5 (8F8 -IB ) 16 11 18 19 20 21 22 23 24 25 26 21 28 1.) CONCRETE MASONRY UNITS HOLLOW LOAD BEARING MASONRY UNITS SHALL BE GRACE PI UNITS CONFORMING TO THE ASTM DESIGNATION C,(40-/f'm = 1'100 PSI) 2.) MOTAR AND GROUT MOTOR FCR REINFORCING MASONRY SHALL CONFORM TO ASTM OZ/0 TYPE M OR 5. GROUT FCR PUMPING SHALL HAVE NOT LESS THAN SEVEN SACKS OF ,CEMENT IN EACH CUBIC, YARD OF GROUT AND 2S DAY COMPRESSIVE STRENGTH AT MIN11•UM 3,000 PSI (F'G = 3,000 PSI) ALL GROUT SHALL BE AS FLUID AS POSSIBLE (SUMP = a" s 1 ") FCR POURING WITHOUT SEGREGATION OF THE CONSTITUENT PARTS. THE USE OF UNCONTROLLED FIRE CLAY, DIRT, AND OTHER DELETERIOUS MATERIALS 15 PROHIBITED. 3.) REINFORCING STEEL STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM A615 GRADE 60 k4ITH DEFORMATIONS CONFORM TO ASTM DESIGNATION A3O5. WIRE REINFORCEMENT SHALL CONFORM TO ASTM DESIGNATION Ae+2. REINFORCEMENT SHALL BE CLEAN AND FREE FROM LOOSE RUST SCALE AND ANY COATINGS THAT REDUCE BOND. GENERAL STRUCTURAL NOTES 1. STRUCTURAL ENGINEERING AND SUPPORTING DOCUMENTS HAVE BEEN PREPARED IN ACCORDANCE WITH ENGINEERING ASSUMPTIONS, ANALYSIS, AND DESIGN BY THE STRUCTURAL ENGINEER OF RECORD AND IN COMPLIANCE WITH THE 1994 EDITION QF SOUTH FLORIDA BUILDING CODE (SFBC). & AMSIJASCE 7 -95 STANDARD 2. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3500 PSI (FC'= 3500 PSI) WITH "FIBERMESH" FIBER MESH ADDI TIVE AT 1.5 LB. PER CU. YD. 3. CONCRETE SLUMP: 5" +/- 1" (SLAB); 8" +/- 1" (WALLS) 4. CONCRETE SHALL BE TESTED 0 EVERY 50 CU. YD. OR PER CONCRETE PLACEMENT. 5. REINFORCING STEEL SHALL BE GRADE 60 (FY = 60 KSI). 6. CONCRETE COVERAGE FOR REINFORCING STEEL: CONCRETE CAST AGAINS FILL 3" COLUMNS, BEAMS (UPPER) 1 1/2" GRADE BEAMS (CAST AGAINST FORM) SLAB CAST AGAINST FORM AND EXPOSED TO FILL 2" 7. FABRICATION, DETAILING, PLA OF REINFORCING STEEL AND CONCRETE IN ACCORDANCE WITH THE ACI CODE 318 -95. 8. CONTRACTOR SHALL FOLLOW THE FOLLOWING CONCRETE POUR SCHEDULE: MINIMUM TIME PRIOR TO REMOVAL OF SHORES & FORMS IN ROOF SLAB = 3,000 P.S.I. SHALL BE THE GREATER OF THE TIME TO REACH 3000 psi STRENGTH OR 7 DAYS 9. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REINFORCING STEEL FOR THE APPROVAL. 10. STRUCTURAL SLAB REINFORCING STEEL PLACEMENT MUST BE INSPECT- ED AND APPROVED BY A REGISTERED STRUCTURAL ENGINEER PRIOR TO THE PLACEMENT OF THE CONCRETE. 11. DESIGN LOADS: ROOF DEAD LOAD 50 PSF ROOF LIVE LOAD 30 PSF WIND LOAD IN ACCORDANCE WITH SECTION 2309 OF 1994 EDITION OF SOUTH FLORIDA BUILDING CODE. 12. DESIGN SOIL BEARING CAPACITY; 2500 PSF TO BE VERIFIED BY A FLORIDA REGISTERED SOIL ENGINEER. CGNGRIETE BLOCK WALL a.OLUMN STEf1 (SEE PLAN) CONCRETE LINTEL. "CASTCRETE' SEE uNTEL SCHBOAE FOR REItfFORGINO AND FtLLIN0 IF Pfau' PEO $$59 HORT TO ExTEN17 Mltl 4' INTO EA SIDE ClJLIA•W (TrP1CAL AI.L WIDOW SILLS) NOTE: PROVIDE CASTCRETE LINTEL OR POUR SOLID 8' DEEP (TYPICAL EA WINDOW SIC) TYP. WINDOW OPENING IN BLK. WALL SCALE: N.T.S. ..• 1 ■ 11 ■ r-g.1•••, • TYP. SOto BEAN BOTTOM of FOOTER NoTE: (SEE FWNDATTON PLAN FUR COLUMN LOCATIONS AND REINFORCING) NOTE: THE INSTALLATION OF 0LAZIN6 PROTEGTION DEVICES HAS BEEN CONSIDERED IN THE DESIGN OF THE 51PPORT STRUCTURE THIS DRAWING AND INFORMATION CONTAINED THEREON ARE FOR THE SPECIFIC USE AND APPLICATION OF THIS SPECIFIC PROJECT AND THEREFORE REMAIN THE PROPERTY OF A.S.A.D., INC. ACCORDINGLY, THE CONTENT OF THIS DRAWING IN PARTS OR AS A WHOLE ARE NOT TO BE COPIED, REPRODUCED OR USED WITHOUT THE EXPRESSED WRITTEN CONSENT OF A.S.A.D., INC. 4.) WORKMANSHIP MASONRY WORK SHALL NOT BE STARTED V'HEN THE HORIZONTAL GR VERTICAL ALIGNMENT OF THE FOUNDATION 15 A MAXIMUM OF ONE INCH TOTAL IN ERROR. ALL MASONRY SH1ALL BE LAID TRUE, LEVEL, PLUMB, AND NEATLY IN ACCORDANCE WITH THE PLANS, UNITS SHALL BE GUT ACCURATELY TO FIT ALL PLUMBING DUCTS, OPENINGS, ELECTRICAL WORK, ETC. AND ALL HOLES SHALL E3E NEATLY PATCHED. EXTREME CARE SHALL BE TAKEN TO PREVENT VISIBLE GROUT OR MORTAR STAINS. NO CONSTRUCTION SUPPORTS SHALL BE AT�T, cHEt3 TO 7FHE WALL E CEPf V4HE ?E ` WHERE SPECIFICALLY PERMITTED Si THEC.ENGINEER. " 4.1) MASONRY UNITS MASONRY UNITS SHALL BE SOUND, CRACKS WHEN PLACED IN THE ST ALL MASONRY UNITS SHOULD BE STORED IN THE .JOB SO THAT THEY ARE KEPT OFF THE GROUND AND PROTECTED FROM RAIN WHEN REQUIRED BY THE ARCHITECT. WETTING THE UNITS SHALL NOT BE PERMITTED EXCEPT WHEN HOT CRY WEATHER EXISTS CAUSING THE UNITS TO BE WARM TO THE TOUCH AND THEN THE 54RFAGE ONLY MAY BE WETTED WITH A LIGHT FOG SPRAY. FRCF'ER MASONRY UNITS SHALL BE USED TO PROVIDE FOR ALL WINDOWS, DOORS, BOND EEAM15, LINTELS, PILASTERS, ETC., WITH A MINIMUM OF UNIT CUTTING. V1F4ERE N1AEONRY UNITS GUTTING 15 NECESSARY, ALL CUTS SHALL E3E NEAT AND TRUE. 4.2) BONDING FOR BONDING yHE MASONRY TO THE FOUNDATION THE TOP SURFACE OF THE GO NGRETEFOUNDATION SHALL E3E GLEAN, WITH LAITANCE REMOVED AND A.SGREGA EXPOSED BEFORE STARTING THE MASONRY CONSTRUCTION. WHERE NO BON PATTERN 15 SHOWN, THE WALL SHALL EE LAID UP IN STRAIGHT UNIF RM COURSES WITH REGULAR RUNNING BOND. INTERSECTING 1ASONRY WALLS AND PARTITIONS SHALL NE BONDED BY THE USE OF STEEL 1E5 AT 16 INCHES O.G. MAXIMUM. CORNERS SHALL HAVE A STANDARD MASONRY BOND BY OVER- LAPPING UNITS AND SHALL BE SOLID GROUTED WINDOW BUCK DETAIL -1/2' W. 80. O 1x2 • P.T. FURRING s H/ ALFOL TYPE 1 -A INSUL. OR APPROVED EQUAL (R =4 ..2) I I/2' = I 4 f- 1/2" = 1' -0" 01) OR HOOD WALL STUCCO FINISH 1x3 P.T. BUCK (1x4 P.T. BUCK FOR DOORS) W/ 3/16' • x 1 1/2' EKED NS TAPCO 0 b' O.G. MAD CONTII10.6 AD OF CAULKING TINTED %ADO -- - %CRa'1 PER H ( NDO NPR. AEG EXTERIOR DOORS CONT. GAIUGNG NO BEVEL FOR '41VOW OR DOOR FRAME 'W. :7 7,4) r DRY, GLEAN, AI 'FT EE FFOM1 "+�# // a RUG TUR E. - -fl----- - 8' o (2) 1/2" J BOLTS OR 2 -5/8" EXP. BOLTS 3/16" x 3 1/2" TAPCONS 0 16" O.G. INTO BEAM OVER GARAGE DOOR 2X6 P.T. (TYP) 1/2' J BOLTS OR 5/8' EXP. I3OLT5 (TYP.) (5" EMBEDMENT MIN) GARAGE DR. BUCK DETAIL " a 4 a. COLUMNS, BEAMS, JOISTS, A.ND SIMILAR STRUCTURAL MEMBERS SHALL BE ANCHORED TO THE HALLS WITH ANCHOR BOLTS OR THEIR EQUIVALENT. ANCHORS SHALL BE FULLY AND SOLIDLY GROUTED IN PLACE. EMBEDMENT MALL NOT BE LESS THAN TWO- THIRDS OF THE HALL THICKNESS UNLESS OTHERWISE NOTED. 4.3) JOINTS THE STARTING JOINT ON FOUNDATIONS SHALL BE LAID WITH FULL MORTOR COVERAGE ON THE BED EXCEPT THAT THE AREA WHERE GROUT OCCURS SHALL BE KEPT FREE FROM MOTOR 50 THAT THE GROUT WILL CONTACT THE FOUNDATION. MORTAR JOINTS SHALL SE STRAIGHT, CLEAN AND UNIFORM IN THICKNESS AND SHALL BE TOOLED AS 5HO ON THE PLANS. ALL HALLS SHALL HAVE JOINTS TOOLED WITH ROUND BAR (OR V- SHAPED BAR,) TO PRODUCE A DENSE, SLIGHTLY CONCAVED SURFACED WELL BONGED AT THE EDGES, UNLESS SPECIFICALLY DETAILED OTHER -IISE. TOOLING SHALL BE DONE WHEN THE MOTAR 15 PARTIALLY SET BUT STILL SUFFICIENTLY PLASTIC TO BOND. ALL TOOLING SHALL BE DONE WITH A TOOL WHICH COMPACTS THE MOTAR, PRESSING THE EXCESS MOTAR OUT OF THE OINT RATHER THAN DRAGGING IT OUT. RAKED JOINTS SHALL BE NOT MORE THAN ONE -HALF INCH DEEP AND WHERE EXPOSED TO THE WEATHER SHALL BE TOOLED. WHERE HALLS ARE TO RECEIVE PLASTER THE JOINTS SHALL BE STRUCK FLUSH. V4}+ERE JOINTS ARE TO E3E CONCEALED UNDER PAINT, THESE JOINTS SHALL E3E FILLED FLI)SA AND THAN SACKED TO PRODUCE A GENGE SURFACE WITHOUT SHEEN. JOINTS WHICH ARE NOT TIGHT AT THE TIME OF TOOLING SHALL BE RACKED OUT, POINTED, AND THEN TOOLED. UNLESS OTHERWISE SPECIFIED OR DETAILED ON THE PLANS, IN HOLLOW UNIT MASONRY THE HORIZONTAL AND VERTICAL MORTAL JOINTS SHALL BE 3/8" THICK WITH FULL MORTAR COVERAGE ON THE FACE SHELLS AND ON WEBS SURROUNDING CELLS TO BE FILLED WITH GROUT. VERTICAL HEAD JOINTS SHALL BE BUTTERED WELL FOR A THICKNESS EQUAL TO THE FACE SHELL OF THE UNIT AND THESE JOINTS SHALL BE SHOVED TIGHTLY SO THAT THE MORTAR E3ONDS WELL ro BOTH UNITS. JOINTS SHALL BE OLIDLY FILLED FROM THE FACE OF THE BLOCK TO AT LEAST THE DEPTH OF THE FACE SHELL. IF IT 15 NECESSARY TO MOVE A UNIT AFTER IT HAS BEEN ONCE SET IN PLACE, THE UNIT SHALL BE REMOVED FROM THE HALL, CLEANED AND SET IN FRESH MORTAR. VIHEN CONTROL .JOINTS ARE REQUIRED THEY SHALL BE AS DETAILED ON THE PLANS. 1 " =1 1 0 " ✓C/" - *5 CORNER BAR (1) P5 PLAN VIEW (EXTERIOR) CORNER TIE BEAM-- 2 m SCALE 1 " -1' -0" 8'x8" BOND BEAM w/ 1 /4 CONT. (24' 0.C. VERT.) 4" CONC. SLAB W/ 6X6 10/10 W.W.F. - • • • • • .• • 24 "x12 "xCONT. CONC. FOUNDATION 3 #5 BARS CONT. #4's 0 12" 0.C. x 3' -0" UNE OF WALL GROUTING T'T - rT- . - • L_ 3 SCALE 1" =1' -0" • • . a • • • . • . 4.4) REINFORCING WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL. DOWELS SHALL BE GROUTED INTO A GORE IN VERTICAL ALIGNMENT, EVEN rHOUGH IT 15 IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. REINFORCING BARS SHALL BE STRAIGHT EXCEPT FOR BENDS AROUND CORNERS AND WHERE BENDS OR HOOKS ARE DETAILED ON THE PLANS. REINFORCING STEEL SHALL BE LAPPED 40 BAR DIAMETER MINIMUM WHERE SPLICED, AND SHALL BE SEPARATED BY ONE BAR DIAMETER OR HIRED TOGETHER. VERTICAL BARS SHALL BE HELD IN POSITION AT TOP AND E3OTTOM, HORIZONTAL REINFORCING BARS SHALL BE PLACED IN CONTINUOUS MASONRY COURSES, CONSISTING OF BONDBEAM OR TROUGH BLOCK UNITS, AND SHALL ee SOLIDLY GROUTED IN PLACE. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE - QUARTER INCH FROM THE P1AEONA.RY, AND NOT LESS THAN ONE BAR DIAMETER BETYEEN BARS. WIRE R.EINFORGEMENT SHALL BE COMPLETELY EMBEDDED IN MORTAR OR GROUT. JOINTS WITH WIRE REINFORCEMENT SHALL BE AT LEAST TWICE THE THICKNESS OF THE WIRE. HIRE REINFORCEMENT SHALL BE LAPPED AT LEASE 6 INCHES AT SPLICES AND SHALL CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT IN THE LAPPED DISTANCE. 4.5) GROUTING REINFORCING STEEL SHALL BE SECURED INPLAGE AND INSPECTED BEFORE GROUTING STARTS. MORTAR DROPPING SHOULD E3E KEPT OUT OF THE GROUT SPACE, VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT TO MAINTAIN A CONTINUOUS UNOBSTRUCTED CELL AREA NOT LE55 THAN 2 "x3' CELLS CONTAINING REINFORCEMENT SHALL E3E SOLIDLY FILLED WITH GROUT AND POURS SHALL E3E STOPPED ONE AND ONE -HALF INCHES BELOW THE TOP OF A COURSE TO FORM A KEY AT POUR JOINTS. GROUTING OF BEAMS OVER OPENINGS SHALL BE DONE ON ONE CONTINUOUS OPERATION. 4. TYP. BASE DETAIL 2 #4 CONT. b' CLEAR • s. • . TYP. EXT. WALL ROOF SECTION © 3 1/2" SLAB #5's 0 24" O.C. W/ STD. HOOK 0 TOP (FILL ALL CELLS) 3000 P.S.I. PUMP MIX 1 #4 CONT. HORIZ. REINF. 0 24" 0.C. 1- -GRADE # DOWELS ® 24" 0.C. W/ STANDARD HOOK GABLE END WALL SECTION Y � - #3 CONT. 1/2'J BOLT OR 5/• EC,'. ear, TYP. (SEE o11_ 6/A-IO FOR SPACING) 2x6 P.T. BU/.K (TOP AJV SIDES) ANCHOR TOP BUCK TO CONS. at kV 3/16' x 3 1/2' TAPCON CONCRETE SCREWS 0 16' O.G. GARAGE BUCK DTL. S -3 3/4" = 1:__0' GARAE>E DOOR (ATTA E n To BUCK t Y MFR) THE TOPS OF UNFILLED CELL COLUMNS UNDER A HORIZONTAL MASONRY BEAM SHALL BE COVERED NTH METAL LATH OR SPECIAL UNITS SHALL BE USED TO CONFINE THE GROUT FILL TO THE BEAM SECTION. ALL BOLTS, ANCHORS, ETC., INSERTED IN THE HALL SHALL BE SOLID GROUTED IN PLACE. CLEANING HOLES SHALL BE PROVIDED AT THE BOTTOM OF ALL GORES CONTAINING VERTICAL REINFORCEMENT IN HOLLOW UNIT MASONARY. MORTAR PROJECTIONS AND MORTAR DROPPINGS SHALL E3E GLEANED OUT OF THE GROUT SPACE AND OFF THE REINFORCING STEEL WITH A ..JET STREAM OF MATER OR AS REQUIRED TO GLEAN THE SPACE ALL GROUT SHALL BE CONSOLIDATED AT TIME OF POURING BY PUDDING BEFORE THE PLASTICITY 15 LOST. HOLLOW MASONRY SHALL CURE AT LEASE 24 HOURS BEFORE GROUTING. GROUT SHALL BE POURED TO NOT MORE THAN FOUR FOOT DEPTHS THEN WAIT APPROXIMATELY I HOUR AND POUR ANOTHER FOUR FOOT DEPTH. THE FULL HEIGHT IN EACH 'SECTION OF THE WALL SHALL BE POURED POURED IN ONE DAY. PROVIDE 3!(1 HIRE RECTANGLE HORIZONTAL REINFORCEMENT 16 INCHES O.G. (UNLESS OTHERWISE NOTED). 5.) PRECAST MASONRY LINTEL SPECIFI. (CASTCRETE) PROVIDE FULL MOTAR HEAD AND BED JOINTS. SHORE FILLED LINTELS AS REQUIRED. INSTALLATION OF LINTEL MUST COMPLY k4ITH THE ARCHITECTURAL AND/ CR STRUCTURAL DRAWINGS. LINTELS ARE MANUFACTURED WITH 5 1/2 INCH LONG NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTEL CAVITY. ALL LINTELS DESIGNED BY CASTCRETE CORPORATION FOR ANTICIPATED SERVICE LOADS AND DEFLECTIONS. 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It) .10./..r? 7 ts"t _ t 7 4 A ri4d!';'-! • 590e3- 0 - . - f 2 /0 Q c4/ iv/ - II 7 • t A I HE2E3Y 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 recently surveyed and platted under my direction. Note: This dragging is not valid unless I t bears errbossed seal of appli- cable surveyor. Order No. Oste fIe cn 5iQn,tS�(g_____ SKETCH OF SURVEY: ORDER NO: 134365 F. B. NO: 1832/10 SW.," i._ +CO a Ze.11.11 .W:Sr) 6::2 &' t.L.- T...°. S Ill I.E. 3 I d Lot 6 together with the East 40 feet of Lot 5, Block 2, "WATERSEDGE ", according to tae plat thereof, as recorded in Plat Book 9 at Page 141 of the Public Records of Dade County, Florida. R E V I S I 0 N 5 of fir 50' Sco /e ° 1'- fC0 DATE: 5/2/79 SCALES SHCWN SC fjt IN & /1cc CIATES, INC. /! / (�, / / //,, II Pres. Registered Land Surveyor 1 9/5 State of Florida T R/. 5o' f 50 Reg. Land Surveyor r State of Fla. Reg. Land Surveyor i State of Fla. 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