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REV-17-1781BUILDING PERMIT APPLICATION BUILDING M ELECTRIC ❑ ROOFING ❑ REVISION PLUMBING ❑ MECHANICAL Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No Sub Permit No. PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: 5 5 Ira sT RECEIVED JUL 112017 Wcf FBC 201Lk ^� El EXTENSION RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Folio/Parcel#: Occupancy Type: Load: Construction Type: Flood Zone: LI32060 14- 100-0 OWNER: Name (Fee Simple Titleholder): I" 2_ON ( CA 'al) UIL) A Address: S 5 5 N 'Nc1 5 T Zip: "Y.51 --S 8 Is the Building Historically Designated: Yes NO X BFE: FFE: Phone#: 6-2.60 - 4-40/ City: *Ai 4 IA 1 S .41-0 S State: 4 L Zip: 3 3 13g Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 71i)iAS.QUJ DI)-R Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: I E. (► q i y) QD y' ?Lu- Phone#: 154 - 2'44' .4.2.9 Address: bgk5 LJ\ - •DQ.- it Z,roda City: D042A L State: 'r1 Zip: 3`31 (7r0 Value of Work for this Permit: $ 4- , 00 0 Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New n Repair/Replace Description of Work: -�1 OY," c_LO Sti > ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ �70• 00 CCF$ 2 • 0 Scanning Fee $ Cl • Radon Fee $ 2 DBPR $2. Technology Fee $ 3 2-0 Training/Education Fee $ 0 ' ED Structural Reviews $ (20-c) CO/CC $ Notary $ S • 0` Double Fee $ Bond $ 0 TOTAL FEE NOW DUE $ 3�9'I , (Revised02/24/2014) Bonding Company's Name (if applicable) ,l, i . Bonding Corripany'sAddress City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature \je�% Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ` ()l �� , 20 1.-q, by day of , 20 , by who is personally known to me or who has produced -FI 1I\YrX3 as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: Sig Print: o is personally known to NOTARY PUBLIC: 40MAHARAI K. GONZALEZ ? ,? MY COMMISSION # GG 044602 ' ""' : / EXPIRES: November 2, 2020 -��a „°F �; ,•,, esonaea Thru Notary�,bli� U„de vv iters gn: int: Seal: Seal: ******************************** ******************************************************************* APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Prope Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3206-014-1020 Property Address: 555 NE 93 ST Miami Shores, FL 33138-2843 Owner FREDERICK SUTHERLAND VERONICA MOLINA Mailing Address 555 NE 93 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2 / 0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,275 Sq.Ft Lot Size 9,600 Sq.Ft Year Built 1951 Assessment Information Year 2017 2016 2015 Land Value $287,807 $240,217 $230,397 Building Value $126,945 $126,945 $128,003 XF Value $34,335 $34,717 $23,069 Market Value $449,087 $401,879 $381,469 Assessed Value $362,635 $355,177 $352,709 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $86,452 $46,702 $28,760 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 2 PB 10-37 LOT 20 & W1/2 LOT 21 BLK 56 LOT SIZE 75.000 X 128 COC 26273-2819 02 2008 5 Page 1 of 1 Generated On : 7/11/2017 Taxable Value Information 2017 � 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $312,635 $305,177 $302,709 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $337,635 $330,177 $327,709 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $312,635 $305,177 $302,709 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $312,635 $305,177 $302,709 Sales Information Previous Sale Price OR Book - Pa a 9 Qualification Description 08/20/2013 $390,000 28806 0480 Qual by exam of deed 02/01/2008 $0 26273- 2819 Sales which are disqualified as a result of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: hup://www.miamidade.gov/propertysearch/ 7/11/2017 NAME: V > Opj 1 CA 'toL,/NA ADDRESS: J 55 M F_ s-r Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT DATE: 1-/II / IR- Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial �f 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, whh violates the exemption. Initial V 5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial `\v/,t 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by couty or municipal ordinance. Initial V 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial V I.J? 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that 1 must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA} and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial V 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial v p 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 55g3rd 5T Initial V 4 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial V Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this t 1 day of JUfl—$2o BY Or) \ CC\ MO1 1 nC) who was personally known to me or who has as identification. 0C-T-OB:k i A)-ti H-044.ts i LLA6 tPART1rCiv7- AT7: T SrcAFL._ �A Nso D-FAi4 I St -CA L -A 4_ c_t-i C P V 17 0+ ?LAA/ s fi 012 TH I s `r(-A.K ANY Rt�,► N ci' A co re'PLFT 3 IV SET ro r ' OAV 6 /`vA (AMU_ s Df THE &u (L) /A/ C. 4-I A AJ c D To DE o*- c i p coN c_12 AS (Fc_riv 5.23, °ems LLA6P �� V AD/, 4NCB'. Tv xL je_ /VTIbN BIND LA.) i L_.L , DJA IrIN To NOT fi r _N C60-0 T 'C H t 4-1/1 S I o ��120 N l CA 5 5 5'3rd 5T Ll,t/4 'REVISIONS NE 94 th St LOT AREA = 75' X 127.5' EXIST. UNOBSTRUCTED AREA PROPOSED UNOBSTRUCTED AREA "s'F� rd St ROPERTY LOCATION PLAN - SCALE N.T.S. �.L! = 9,562.5 SQFT = 5501.7 SQFT = 5472.95 SQFT SCOPE OF WORK • NEW FOYER INTERIOR/EXTERIOR RENOVATION • NEW ENTRY DOOR EXISTING THREE (3) BEDROOMS TO REMAIN EXISTING TWO (2) BATHROOMS TO REMAIN EXISTING FOOTPRINT AREA 2,455.8 SQFT PROPOSED FOOTPRINT AREA 2,515.15 SQFT FOLIO NUMBER: 11-3206-014-1020 LEGAL DESCRIPTION: MIAMI SHORES SEC 2 PB 10-37 LOT 20 & W1/2 LOT 21 BLK 56 LOT SIZE 75.000 X 128 COC 26273-2819 02 2008 5 OR 26273-2819 0208 01 CLASSIFICATION OF CONSTRUCTION: TYPE HI-B ALTERATION LEVEL: 2 FLORIDA BUILDING CODE, EXISTING 2014. PUBLIC WORKS NOTE ALL CONSTRUCTION AND/OR USE OF EQUIPMENT IN THE RIGHT-OF-WAY AND/OR EASEMENTS, REQUIRE A SEPARATE PUBLIC WORKS DEPARTMENT PERMIT PRIOR TO START OF CONSTRUCTION PERMIT REQUIREMENTS: PROOF OF EXISTING SIDEWALKS/SWALE AREA CONDITIONS ( PICTURES) AND/OR POSTING OF SIDEWALK/ROADWAY BONDS ( PUBLIC WORKS INSPECTION OF THE RIGHT -OF WAY WILL BE REQUIRED PRIOR TO FINAL SIGN -OFF ON THE C.C. / C.O., OR THE RELEASE OF BONDS.) V-c4". GENERAL CONTRACTOR DEMOLITION SEQUENCE 1. REMOVE WRAP AROUND COLUMNS ( STEEL COLUMN TO REMAIN) HARD CEILING & BEAMS 2. CALL FOR INSPECTIONS TO FOR 3. INSTALL CMU WALL. 4. REMOVE STRUCTURAL COLUMNS INDEX PAGE DESCRIPTION SP-1 LOCATION PLAN SP-2 EXIST. SITE PLAN SP-3 PROPOSED SITE PLAN A-1 EXIST. FLOOR PLAN A-2 PROPOSED FLOOR PLAN A-3 EXIST. & PROPOSED ELEVATIONS A-4 PROPOSED ENLARGED FLOOR PLAN A-5 SECTIONS S-1 STRUCTURAL NOTES S-2 DETAILS & SCHEDULES S-3 PROPOSED FOUNDATION & STAIR SECTION S-4 STAIR FLOOR PLAN & ROOF PLAN S-5 SECTIONS S-6 DETAILS S-7 FRAMING ELEVATIONS S-8 DETAILS S-9 DETAILS S-10 NOTES & DETAILS E-1 ELECTRICAL NOTES & DETAILS E-2 EXIST. LIGHT & PROPOSED POWER E-3 PROPOSED LIGHT & PROPOSED POWER 'fry 0 T 2017 • • • • • •• • • • • • • • • • • • • • • • • • 4 • •4 • • • •• • •• •• •• • • • • • • • • • • •• • • • • • • •• S i RUC i yr L- RL_ iE J APPROVED DATE//J71' NOTE- -DESIGN LIMITED TO SCOPE OF WORK .ANY CORRECTIONS. INK MARKS. WHRE OUT OR STICK•ONS WILL VOID THESE DRAWINGS AND CALCULATIONS. COPYRIGHT 'En 18..,. THIS DOCUMENT IS THE PROPERTY OF (ENGINEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. NO. DATE rn • ••; cNi •. 4,4 • • f 1 • •. int • •J 1 •� • N m U ) 6644 c— � �c to a;•� gyp. !Pit �t # WO) jeitt Y•— •C C N C O sail+'••• LJU• a. • Z a z 0 U O FOYER & DOOR co M rnLL W Z ul co Lc)g VALID ON Y WITH RAISE PE SEAL VALID FOR (1) PERMIT ONLY FL Reg P.E. # 69818 DATE: 09-29-2017) (SCALE: AS SHOWN) (DESIGNED: J.M. ) DRAWN: J.M. ) W U x DRAWING NO. sP-1 SHEET 1 OF 3 ) • - 15' ALLEY • cam BLOCK- 56 Remainder of LOT- 21 x x x x x x x x—<x ° ;; 7 ° • . • •.. • :. ..• • 4 .. •••• .•.. • . . • . • :••• • REVISIONS N0. DATE L-1w <d m a m,- w a �> rc < o Emil tw, gg292 oLLg • .- •• ... • c" .. . • • . • •• 'iEngineerPLLC, CA# 29'119 Consulting Engineering Services. • $2153.ake 11. 43512, 15Qr31, CL 33116 PI:195S) 27424'49;• A)�!(78 5454636 • W o..ww.itngidee 4.tgrb • • •E-!hail: jrRan@lfenglneerplic.con► x x x x x x x - EXIST. i CO° SEPTIC x - II i CO ° ° ° ° ° ° 7'3%" b 5-2TANK �, ,- 30'-0" x EXIST. DRAIN FIELD° EXIST. SITE PLAN FOYER & DOOR 555 NE 93rd St, Miami, FL 33138 51'-3�2" JOB AREA DN CI I °I ° v EXIST. ONE STORY J ° EXIST. CONC. I C.B.S. �-- RESIDENCE I — --� �' o 14'-9" ` SLAB a °° ° ° ° ° ° ° ° , ° ° A • ° ° ° " " V a ° '+ ° ° ° ° ° ° o: o 10 NOTE' -0DESIGNIMITED TO SCOPE WHITEOUT WHITE OUT INKMARKSTHESE CORRECTIONS. WILL OR OR STICK-0N9 HALL VOID THESE ULDRAWINGSTJS. AND CALCULATIONS. COPYRIGHT'EF4TY O . THIS DOCUMENT IS THE PROPERTY OF IENOINEER AND SHALL NOT BE REPRODUCED IN VMOLE OR PART VATHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER, ,o EXIST. C.B.S. STORAGE TO �- —L ° ° ' ' ° p ----y- °° — `' o \49'-10 REMAIN ° ° ° ° 1 3 3A1-0AA` o° I LA 4 _ 1 a VALID ON Y W1TH RAISE PE SEAL VALID FOR (1) PERMIT ONLY Juan C. Moreno FL Reg P.E.#69818 ' — \ f \ C N x - - & M x t. M x 1� x ��, inx 1- 1 a, \ & \ x x x x z \ x x x x x BLOCK- 56 LOT- 19 EXIST. SITE PLAN DATE: 09-29-2017 (SCALE: AS SHOWN, a DESIGNED: J.M. DRAWN: J.M. �� DRAWING sp..2 NO. Zo SCALE 3/32" _ �1-0° SHEET 2 OF 3 " 15' ALLEY • We a �, BLOCK- 56 Remainder of LOT- 21 x x x x x—fix—x x x x x x-1- °° ° p e� ° ° p ° ° ° ° ° v ° ° ; ° ;` ° ` pq . .•� •• • ••• • • • . • • • . . . ... . 'REVISIONS NO. DATE 9ior Tel awg W y,ma< air -ma � wa$ a $morays QSm2j 52 a2 i8LLwarx a8om2a . ••• • •• 'Engineer PLLC, CA# 29119 Consulting Engineering Services. • 23215: ake IIr. 1135II2, nom,:L 331e6 Pel W94sitiv.www. F 9 eerClipIpai • • •Etnail: jean@iengineerpNc.cono X X x x x x x x x x x CO EXIST. X SEPTIC `T 57'-3/211 TANK O T— , x I r; O i T \ ww__,, I.0 ., 301.61, X IX. f— " EXIST. DRAIN FIELD JOB PROPOSED SITE PLAN FOYER & DOOR 555 NE 93rd St, Miami, FL 33138 AREA o\+� r, DN 3'-111/211 ( 26'-01/2 / ° ° a ° DN -i~1°I JoI p,� EXIST. ONE STORY I EXIST. C.B.S. �'7_112, -0 ,.I CONC. 14'-9" J SLAB RESIDENCE L a p ° ° ° ° v ° ° °° ` °v °° ° ° ° ° ° ° ° • ° ° ° ° ° , ° ° ° ° , ° ° ° p ° ° ° NOTE -DESIGN LRAITED TO SCOPE OF WOK OUT VANDOID THESE OR snc"wor+s w°N9ililv"oIDMAi1CAL CALCULATIONS CALCULATIONS. COPYRIGHT IER OF THIS DOCUMENT IS THE PROPERTY OF p IENGINEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. ° 1 V EXIST. C.B.S. STORAGE TO ° v° , ° ° ° ° ° o ° p , ° =� X REMAIN X ° ° -o 1 ' ° ° ° ° ° o a ° ° 9 341-011 ° Ni.. 49'-103� " 4 ° p ° m ° 1 �- VALID ON Y WITH RAISE PE SEAL VALID FOR (1) PERMIT ONLY 2 017 Juan C. Moreno FL Reg P.E. # 69818 _ / `��.� -` T- N X c y" CO X X ti i' n ti .X 1in \ x x x x x x x x x x BLOCK- 56 LOT- 19 PROPOSED SITE PLAN DATE: 09-29-2017 ) SCALE: AS SHOWN a DESIGNED: J.M. i i DRAWN: J.M. ) DRAWING sp..3 N NO. Z� �_,/ / SCALE 3/32" = 1'-0" CSHEET 3 OF 3 ) I'= %% REVISIONS NO. DATE GENERAL DEMOLITION NOTES: THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AFFECTING THE PRELIMINARY DEMOLITION; WHETHER SHOWN OR NOT SHOWN, ITEMS MAY HAVE TO BE RELOCATED AND/OR TEMPORARILY SUSPENDED, SUPPORTED, OR REMOVED AS REQUIRED FOR PURPOSES OF DESIGN DISCOVERY. . GENERAL CONTRACTOR SHALL COORDINATE PRELIMINARY DEMOLITION OPERATIONS WITH ALL OTHER REQUIRED SUB -CONTRACTORS AND RESPECTIVE TRADES WHERE APPLICABLE. ALL DEMOLITION WORK SHALL BE CONDUCTED UNDER CONTROLLED CONDITIONS. • REMOVE ALL FIXTURES AND ELECTRICAL DEVICES AS INDICATED ON PLAN. (IF APPLY) . COORDINATE ANY SHUTDOWN OF EXISTING SERVICES AND EQUIPMENT REMAINING IN USE WITH OWNERS' REPRESENTATIVE. PROVIDE ADEQUATE NOTICE AND MAKE PROVISIONS TO MINIMIZE IMPACT TO ANY NEIGHBORING UNITS OR TENANTS REMOVE ALL CONDUIT AND WIRE BACK TO NEAREST UPSTREAM DEVICE REMAINING IN SERVICE. WHERE DEMOLITION WORK AFFECTS ELECTRICAL SERVICE TO DOWNSTREAM DEVICES TO REMAIN; EXTEND CONDUIT AND WIRE AS REQUIRED TO MAINTAIN ELECTRICAL SERVICE.(YF APPLY DISPOSE OF ALL MATERIALS OFF SITE, ALL MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL STATE AND LOCAL REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISCARDING OF ALL DEMOLITION WASTE INCLUDING ANY UNFORESEEN ITEMS WITHIN THE SCOPE OF THE PROJECT. CARE SHOULD BE EXERCISED DURING DEMOLITION TO HAVE THE LEAST IMPACT ON THE CONDUIT OF EXISTING DEVICES. WHERE FEASIBLE EXISTING CONDUIT SHOULD BE LEFT INTACT AND TEMPORARILY SUPPORTED UNTIL THE DESIGN INTENT CAN ESTABLISH THE DESIRED RELOCATION AND/OR REMOVAL. SERVICE IN SUCH CASES NEEDS TO BE INTERRUPTED. CARE SHOULD BE EXERCISED TO PROTECT ALL EXISTING FINISHED SURFACES AND APPLIANCES DURING DEMOLITION. THE CONTRACTOR IS EXPECTED TO PROTECT FROM DUST AND DEBRIS ALL EXISTING APPLIANCES THROUGHOUT THE UNIT, INCLUSIVE OF , PLUMBING FIXTURES, CABINETRY, KITCHEN APPLIANCES, ETC. w z EXIST. CU l w z EGRESS ZONE 55'9" MASTER BEDROOM ®47 O 111111111111111111111111111111 CLOSET # 1 I[IIIIIIIIIIIIIIIIIIIIIII[IlI[IIIIIIIIIIIIIIIIIL WINE CELLAR ROOM ONE 5 5'-0' DN 711 1 0 MASTER BATHROOM --J X 3I STORAGE -I _J KITCHEN r am— —r- -L I I 1 LIVING/DINING ROOM COLUMNS TO BE DEMOLISHED SEE DEMOLITION SEQUENCE NOTE SP-1 0 1111 %c 111111111111 (E) EGRESS BEDROOM # 2 r L HALL 71-21I ENTRDN d - -.-- SCALE .00 CONC STAIR. OBE EXIST. FLOOR PLAN DEMOLISHED LEGEND EXISTING 8" CMU WALL TO REMAIN \j\\\\\1 BEEXISTING TO DEMOLISHED NEW 8" CMU WALL EXISTING INTERIOR PARTITION WALL TO REMAIN 3/16"=1'-0" • • 0—• •• . • . •-.-. a •••�,�, • •• •• •II • • • . • • •••I • • • • • I I • . • I • ••• •I •. ••••II • •,Ail • —. • .— • •rf •• —. CLOSET # 2 BATHROOM # 2 CLOSET # 3 BEDROOM # 3 771 EGRESS • • • • • • • • 1) w z O ONE 5 5' -0 NOTE. RESIGN LIMITED TO SCOPE OF WORK ANY CORRECTIONS. INK MARKS. *MITE OUT OR STICK-0NS WILL VOID THESE DRAWINGS AND CALCULATIONS. COPYRIGHT IE, AN,, THIS DOCUMENT IS THE PROPERTy OF IENOINEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. FOYER & DOOR oD P. (5) cf) z in 2 VALID ON Y WITH RAISE PE SEAL VALID FOR (1) PERMIT ONLY 5- 0 Juan C. Moreno FL Reg P.E. # 69818 DATE: 09-29-2017 (SCALE: AS SHOWN) DESIGNED: J.M. DRAWN: J.M. W c=.T DRAWING NO. A-1 SHEET 1 OF 5 ARCHITECTURAL NOTES: 0 REVISIONS N0. DATE 1. THE CONTRACTOR SHALL INSPECT ALL EXISTING CONDITIONS, VERIFY ALL ON SITE DIMENSIONS, EQUIPMENT AND BUILDING PLANS SHOULD BE REVIEWED TO ASSESS THE ENTIRE SCOPE OF THE PROJECT. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH ALL OTHER TRADES INCLUDING THE EXISTING STRUCTURAL ELEMENTS OF THE BUILDING 3. THE CONTRACTOR SHALL PROVIDE ALL ELEMEN.T.S. OF THE SYSTEMS AS INTENDED BY THE DESIGN TO RESULT IN COMPLETE AND WORKABLE SYSTEMS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES, SAFETY STANDARDS AND GOVERNING ORDINANCES. 4. ALL FINISH MATERIALS COSIGN FOR THIS SPACE WILL BE DETERMINED BY CHOICE OF OTHERS. 5. ALL FURNITURE AND BUILT-INS NOT IN CONTRACT. CONTRACTOR TO COORDINATE SIZE AND LOCATION OF ANY BLOCKING REQUIRED (2"X4" MIN.) FOR MOUNTING REQUIREMENTS. 6. ALL CONSTRUCTION SHALL CONFORM TO ALL CODE REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS FROM PROJECT SITE. 8. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR EXACT LOCATION OF OPENINGS, FIXTURES, EQUIPMENT, ETC. 9. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH PROGRESS OF THE CONSTRUCTION. 10. REQUIRED INSURANCE SHALL BE PROVIDED BY CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 11. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTS. 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB PRIOR TO BEGINNING CONSTRUCTION. DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWINGS. NEW EXTERIOR DOORS IS LARGE MISSILE IMPACT RESISTANT, SHUTTERS IS NOT REQUIRED. NOTE: PLEASE SEE PAGE S-2 FOR DOORS SCHEDULE NOTE: PLEASE SEE ELEVATIONS FOR ADDITIONAL INFORMATION THE RESPECTIVE N.O.A. ANCHORAGE SPACING FOR TAPCONS MUST BE USED COMPLIANCE WITH THE FOLLOWING GLAZING REQUIREMENTS: • GLASS DOORS MUST BE INDICATED TO BE OF CATEGORY II SAFETY GLAZING - FBC R4410.2.3.1.3.2. • GLASS PANELS ADJACENT TO DOORS (WITHIN 48") MUST BE INDICATED TO BE OF CATEGORY II SAFETY GLAZING - FBC R4410.2.4.3 (2). • GLASS IN WINDOWS ADJACENT TO TUBS AND SHOWER COMPARTMENTS MUST BE CATEGORY 1I SAFETY GLAZING - FBC R 4410.2.3.1.3.2. & R4410.2.8.2. if) LO w O Nam= 0 0 EXIST. CU _I 1 EGRESS 2/ONE55'9" MASTER BEDROOM 0 11111[111111111111111111111111 CLOSET # 1 O 4l 0 1111111111IIIIIIIIIIl1111111II1 I111111111111IL WINE CELLAR ROOM 0 ONE 55'-01; DN JJ MASTER BATHROOM, • STORAGE ONE 5 5'-0'; N,, �1111 ,0 X 1 —I _J 0 KITCHEN III I1111T J r —1— _,L_ I 1 1 LIVING/DINING ROOM 7TV PROPOSED FLOOR PLAN -_JSCALE 3/16"=1'-0" LEGEND EXISTING 8" CMU WALL TO REMAIN EXISTING AREA TO BE DEMOLISHED NEW 8" CMU WALL EXISTING INTERIOR J PARTITION WALL TO REMAIN NEW FOYER 0 EGRESS BEDROOM # 2 r L- HALL Dc rE •O SEE ENLARGED PLAN A-4 • • • .. • ••tom• •••. .. •• ••• ••. • •. .•• • • • ••• CLOSET # 2 BATHROOM # 2 CLOSET # 3 BEDROOM # 3 EGRESS • • • • • ONE 5 5'-0; LO.• Lit CV .- `°•dy i• M J y LL r\j...4: a. .. cst "�. Pc • • Li w W C ? N y C a€ • • . • {� c vs W ••• l5 U �: •'•; •""« • Z.' O' 0 NOTE. -DESIGN LIMITED TO SCOPE OF WORK -ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICKONS NALL VOID THESE ORAWIN0S AND CALCULATIONS. COPYRIGHT 'Engineer. THIS DOCUMENT IS THE PROPERTY OF 'ENGINEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. mom. •• c 0 0 —J LL 0 0 0 0 a_ FOYER & DOOR _co co 2 "5 M M C7 Z tin, VALID ON Y WITH RAISE PE SEAL VALID FOR (1) PERMIT ONLY DATE: 09-29-2017 ) SCALE: AS SHOWN DESIGNED: J.M. ) (DRAWN: J.M. ) 0 rJ DRAWING N0. A-2 SHEET 2 OF 5 REVISIONS LEGEND NOTE: NEW EXTERIOR DOORS IS LARGE MISSILE IMPACT COMPLIANCE WITH THE FOLLOWING GLAZING REQUIREMENTS: GLASS DOORS MUST BE INDICATED TO BE OF CATEGORY II SAFETY NO. DATE PLEASE SEE ELEVATIONS RESISTANT, SHUTTERS IS NOT REQUIRED. GLAZING -FBC R4410.2.3.1.3.2. EXISTING 8" CMU WALL TO REMAIN \\\\�\ NEW 8" CMU WALL FOR ADDITIONAL INFORMATION GLASS PANELS ADJACENT TO DOORS (WITHIN 48") MUST BE INDICATED TO BE OF CATEGORY II SAFETY GLAZING - FBC R4410.2.4.3 (2). 5 5301 W°9 4 a�m ��a< HIM a a A E < m 9a 5 W �LL o 0UNTOUCHED ��_ THE RESPECTIVE N.O.A. ANCHORAGE SPACING NOTE.• SEE PAGES • GLASS IN WINDOWS ADJACENT TO TUBS AND SHOWER COMPARTMENTS MUST BE CATEGORY II SAFETY GLAZING - FBC R // // FOR TAPCONS MUST BE USED PLEASE 2 FOR 4410.2.3.1.3.2. & R4410.2.6.2. 1/�////// BEDEMOLISHEDPARTITION WALL TO REMAIN DOORS SCHEDULE EXISTING -� - - TO REMAIr ROOF -��®� '�- '�.„ _{ r rnI�r A PINT f 1100110114104 r r �i w� r� OVIAA �PI r r t ""VR( r� 1/it1/" Mri�� r^ r r r r�rr MARA i _ r r r r . ., r�r �r r r r r r r rA4�r r � r r1r r �i r t / .— r r r � N► E o ''?® ,+ , ... 4,.. _ 'V,, � � -- iRM�r�+r, �r= -i` r r�r r '� �,�, i�•�i�F��.r�. ,.. r .. ,� .r_ I! r. 'i i, r.. r�r ,� .ory!' Ali _ 011 AMMA,4.i■■■ ' . ��r r `r l^I� .. ��jj ��Ir�•eg AI r �, iL r r R . J-t'o , . .,, - " 1 - , '/'. r— .- I. : r. ?n; _ t4 • • • i -� • iEngineer�L•tt, CAW 29119 Consulting Engineering Services. • !215 t ake DW. #850,, Ser61, Ir. 33116 P14 (954) 27412419;4FAX.(78 545-7636 • • •Ee�aiL uan engin. rpUc citer �n• :�'�sov�l�R , . .. �^I��1�.� _ � • • � :wiwi / i� %� �/ % •m• if -' •A g:: /X O r I COLUMNS & BEAM TO BE / ©D _ / / ,, / / /x # /o i •• • ID z Lit DEMOLISHED SEE x -'' o EGRESS .. ••� z•I to �= `�— DEMOLITION SEQUENCE = 5,-0„ I / w ce ELEVATIONS FOYER & DOOR 555 NE 93rd St, Miami, FL 33138 NOTE SP-1 � F.F Q� u 2 �il� w I 1 RADE LEVEL EXISTING SOUTH ELEVATION EXISTING ROOF SCALE 1/4°=1'-0° TO UNTOUCHED REMAI - --r� am:.,, , "` ► r _APis_.l . r�r�rRtAr AAiAt. ifd .t1iNAO rSrr�r R r ,�, . rr __,__ �, . 0ISlIt1 m r i4l1A4vr11i4Rmi1A14irn00iigA11iT0 r rnr�r r A r PI6A Mw O r -1 m —f w r r r "ii'"1lki-e,0 ."i�r . 40g10f,o i- • • 0 r� , - A01� ► �y -�+tr^t,e`a.>'or .. , . r l__ pA_lA OS_t"P 11rA - r • WthlA �. Ar Mr „uN'� et'ra�'..s,. w.', Y. .,.� r*r. a4. i 1 A01=r r ,- AA 1� .-y , .,.„...,A,. I�r, 1 r �r�r a1O.6,f s _ - �jy'� �M��h1^I, r' --- ---_' �:r `?1— / I 1 / // , - E / / / / "? _ ,/ /x // / / VALID ON V YVITH RAISE PE SEAL VALID FOR (1) PERMIT ONLY 10 2 1, FL uanCReg .EMoreno 8 Y/ I /', !' %i \ L '`J / / / T •1 W , NEW WATER PROOF SIL CONE <<Q111M , / ,, / / /x i /o ' 1 W 2w f fi _ AT JOINTS BETWEEN EXIST. MINNf o LLt = O -x EGRESS _ ��- 11 = 5'-0" Z ' SUBSTRATES & NEW w 0 E SUBSTRATES MUST BE �. 1 FINISH — FLOOR TO BE F.F Q PAINTED- (TYPICAL Air -\- SELECTED w - - - AROUND) ; BY OWNER DATE: 09-29-2017 ) SCALE: AS SHOWN) W I-- N GRADE LEVEL -- ,MK (DESIGNED: J.M. ) ` � DRAWING NO. A-3 D THESE DRAWINGS OR STICK-0NS WILL VOID THESE ULATI NOS NGS H � n AND CALCULATIONS SCALE 1 /4 =1 -0 ef COPYRIGHTIH VI OF THIS DOCUMENT IS THE PROPERTY OF !ENGINEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. ( SHEET 3 OF 5 ) o co A- NEW WATER 142OOF SILICONE AT JOINTS BETWEEN EXIST. SUBSTRATES NEW SUBSTRATES MUST BE PAINTED (TYPICAL ALL AROUND) / NEW FOYER / 3'-3" 1'-4" ROOF LINE ABOVE M // l'; i N 0 (V CV 4'-3 SLOPE 1/8; (TYP. 4 4'-3Y2" NEW 8" CMU WALL -SEE STRUCTURAL PLANS FOR DETAILS i ••) 8'-7" r/i/// NI r_..,_. 7, /i //,/// r / f T ) ��r '-l_- ;_ 2_ ) 2 INTERIOR FINISH TO ATCH EXIST. INTERIOR CONDITION SMOOTH 3/4" NON DIRECTIONAL LEVEL STUCCO WITH PRINT FINISH & COLOR TO MATCH EXIST. �T / / EXTERIOR CONDITION 1/8" R NOSE SEE STRUCTURAL PLANS FOR DETAILS PROPOSED ENLARGED FLOOR PLAN SCALE 1 /2"=1'-0" AREA TO BE REPAIR 1/2" SMOOTH STUCCO COLOR TO MATCH INTERIOR COLOR FINISH FLOOR TO BE SELECTED BY OWNER =sue-- ,,_,K -, -� j7/ i 1' ////// N '' PROPOSED ENLARGED ROOF PLAN i SCALE 1 /2"=1'-0" • • • • •• EXIST. ROOF TO REMAIN UNTOUCHED • •• • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • •I 1 NOTE- -DESIGN LIMITED TO SCOPE OF WORK .*NY CORRECTIONS, INK MARKS, WHITE OUT OR STICK-0NS WILL VOID THESE DRAWINGS AND CALCULATIONS. COPYRIGHT IEAp8IM THIS DOCUMENT IS THE PROPERTY OF !ENGINEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. 'REVISIONS N0, DATE ENLARGED PLANS FOYER & DOOR VALID ON Y WITH RAISE PE SEAL VALID FOR (1) PERMIT ONLY Juan C. Moreno FL Reg P.E. # 69818 DATE: 09-29-2017 (SCALE: AS SHOWN) (DESIGNED: J.M. DRAWN: J.M. W DRAWING N0. A-4 SHEET 4 OF 5 REVISIONS NO. DATE SMOOTH 3/4" NON DIRECTIONAL LEVEL STUCCO WITH PRINT FINISH & COLOR TO MATCH EXIST. EXTERIOR CONDITION 2'-0" 2'-0" 2'-0" co Co. co N. • co r-- -i �0. NEW FOYER HARD CEILING TO BE RE AIR & PAINT COLOR TO MATCH EXIST. INTERIOR CONDITION LIVING ROOM SMOOTH 3/4" NON DIRECTIONAL LEVEL STUCCO WITH PRINT FINISH & COLOR TO MATCH EXIST. EXTERIOR CONDITION NEW CONCRETE STAIR SEE STRUCTURAL PLANS FOR DETAILS EXIST. CONCRETE FOOTING SECTION 1/A-5 SCALE 3/8"=1'-0" SECTION 2/A-5 SCALE 3/8"=1'-0" • • • • • •• • • •• • •• INTERIORRINISH • TO MATCH••• •• • EXIST. IN•1;'RIOR'. CONDITI+ON•' '.. • • • • • • • • • • • • • • •• • FINISH FLOOR TO BE SELECTED BY OWNER ••• NOTE' -DESIGN LIMITED TO SCOPE OF WORK -ANY CORRECTIONS. INK MARKS, WHITE OUT OR STICK-ONS WILL VOID THESE DRAWINGS AND CALCULATIONS. COPYRIOHTIEIgIne•r. THIS DOCUMENT IS THE PROPERTY OF (ENGINEER AND SHALL NOT BE REPRODUCED N WHOLE OR PART WITHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. • .• •• • • • • • • • •• CO Z 0 F- 0 W • • •'• • • FOYER & DOOR co 12 CC') u- LLI Z Ln U 2 VALID ON Y WITH RAISE PE SEAL VALID FOR (1) PERMIT ONLY Juan C. Moreno FL Reg P.E. # 69818 DATE: 09-29-2017 SCALE: AS SHOWN) (DESIGNED: J.M. ) DRAWN: J.M. DRAWING NO. A-5 SHEET 5 OF 5 ) STRUCTURAL NOTES GENERAL NOTES: ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. DESIGN LOADS: THE STRUCTURAL FRAMING WAS DESIGNED USING THE FBC 2014 & THE FOLLOWING SUPERIMPOSED LOADS. DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH ASCE 7-10. FIRST FLOOR: LIVE LOAD 40 PSF DEAD LOAD 40 PSF (SUPERIMPOSED) WIND EXPOSURE DESIGN WIND SPEED OCCUPANCY CATEGORY INTERNAL PRESSURE COEFFICIENT Kd DESIGN LOADS FOR STAIR: STAIRS AND EXIT WAYS LL = 40 PSF DL = 40 PSF + SELF WEIGHT STAIRS TREADS CONCENTRATED LOAD AT CENTER OF TREAD. LL = 300 # =D = 175 MPH = II = +/- 0.18 = 0.85 STRUCTURAL ALUMINUM: THESE SPECIFICATIONS SHALL APPLY TO ALUMINUM ALLOY LOAD CARRYING MEMBERS. COMPUTATIONS OF FORCES, MOMENTS, DEFLECTIONS SHALL BE IN ACCORDANCE METHODS OF ELASTIC STRUCTURAL ANALYSIS DESIGN. ALL ELEMENTS SHALL BE ALUMINUM ALLOY 6061-T6 UNLESS NOTICE OTHERWISE. ALL WELDS TO COMPLY WITH A.W.S CODE (LATEST EDITION) COVER WELDS WITH CORROSION RESISTANT COATING. STRUCTURES ARE DESIGN IN ACCORDANCE WITH THE FOLLOWING CODES: ALUMINUM DESIGN MANUAL. ALL FRAMES HAVE BEEN DESIGN USING RATIONAL ANALYSIS ALL CONNECTION SHALL BE FULL WELDED (U.O.N.), WITH THE STRUCTURAL ALUMINUM ALLOY FILLET WELD: 5356: UNLESS NOTICE OTHERWISE. ALL WELDING OF STRUCTURAL ALUMINUM MEMBER SHALL BE PERFORMED BY CERTIFIED WELDERS. ALL FASTENER SHALL BE SS SELF DRILLING FASTENERS BY ITW-BUILDEX. ALL ANCHOR TAPCON SHALL BE SS TAPCONS ANCHOR WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OF -THE -NUT METHOD. ALUMINUM MEMBERS IN CONTACT WITH CONCRETE SHALL BE PROTECTED WITH ALKALI -RESISTANT COATING, SUCH AS HEAVY BODIED BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER ACCORDING TO FLORIDA BUILDING CODE EDITION 2014. ALUMINUM CONTACTING METALS NOT CONSIDERED COMPATIBLE SHALL BE PROTECTED AS FOLLOWS: 1. PAINTING THE DISSIMILAR METAL WITH A PRIME COAT OF ZINC -CHROMATE PRIMER OR OTHER SUITABLE PRIMER, FOLLOWED BY ONE OR TWO COATS OF ALUMINUM METAL -AND -MASONRY PAINT OR OTHER SUITABLE PROTECTIVE COATING, EXCLUDING THOSE CONTAINING LEAD PIGMENTATION. 2. PAINTING THE DISSIMILAR METAL WITH A COATING OF A HEAVY -BODIED BITUMINOUS PAINT. 3. PLACING A GOOD QUALITY CAULKING MATERIAL BETWEEN THE ALUMINUM AND THE DISSIMILAR METAL. 4. APPLYING A NONABSORPTIVE TAPE OR GASKET. 5. HOT -DIP GALVANIZING OR ZINC -PLATING STEEL MEMBERS AFTER FABRICATION. THE DESIGN OF STRESSES AND WITH ACCEPTED AND ENGINEERING CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 3,000 PSI REGULAR WEIGHT FOR SLABS, GRADE BEAMS & BEAMS CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 FOR MEASURING, MIXING, TRANSPORTING, ETC. ALL CONCRETE SHALL BE CURED USING A CURING COMPOUND MEETING ASTM STANDARD C-309, TYPE 1. CURING COMPOUNDS SHALL HAVE A FUGITIVE DYE. THE CURING COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON AS THE VISIBLE WATER HAS LEFT THE UNFINISHED CONCRETE. ALL SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE RECOATED DAILY. CALCIUM CHLORIDES SHALL NOT BE UTILIZED IN THE WORK. OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1/2" FOR #5 AND SMALLER 2" FOR #6 AND LARGER THE REINFORCEMENT FOR FOOTINGS AND OTHER PRINCIPAL STRUCTURAL MEMBERS IN WHICH CONCRETE IS DEPOSITED AGAINST THE GROUND SHALL HAVE NOT LESS THAN 3 INCHES OF CONCRETE BETWEEN THE REINFORCEMENT AND THE GROUND CONTACT SURFACE. IF CONCRETE SURFACES AFTER REMOVAL OF THE FORM ARE TO BE EXPOSED TO THE WEATHER OR BE IN CONTACT WITH THE GROUND, THE REINFORCEMENT SHALL BE PROTECTED WITH NOT LESS THAN 2 INCHES OF CONCRETE FOR BARS LARGER THAN #5 AND 1-1/2" FOR #5 OR SMALLER BARS. EXCAVATIONS FOR CONTINUOUS FOOTINGS SHALL BE CUT TRUE TO LINE AND GRADE AND THE SIDES OF FOOTINGS SHALL BE FORMED, EXCEPT WHERE SOIL CONDITIONS ARE SUCH THAT THE SIDES OF THE EXCAVATION STAND FIRM AND SQUARE. EXCAVATIONS SHALL BE MADE TO FIRM, CLEAN BEARING SOIL. REINFORCING STEEL: REAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 X BAR NO., UNLESS OTHERWISE NOTED. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. PROVIDE 3' X 3' CORNER BARS LAPPED AND TIED TO EACH BEAM REAR, TYPICAL AT ALL CORNERS. THESE CORNER BARS SHALL BE THE SAME SIZE AS LONGITUDINAL BEAM BARS. SEE DETAILS FOR ADDITIONAL INFORMATION. TERMITE PROTECTION: ALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRE -CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT. SOIL STATEMENT: FOOTING WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF. THE BUILDING OFFICIAL SHALL BE PROVIDED WITH A STATEMENT OF ALLOWABLE BEARING CAPACITY FROM THE ENGINEER OF RECORD. SAID STATEMENT SHALL CLEARLY IDENTIFY THE ALLOWABLE IN -PLACE BEARING CAPACITY OF THE BUILDING PAD FOR THE NEW BUILDING OR ADDITION AND VERIFY THE EXISTING SOIL CONDITIONS. THE CERTIFIED IN -PLACE BEARING CAPACITY SHALL HAVE BEEN DETERMINED BY WAY OF RECOGNIZED TEST OR RATIONAL ANALYSIS. FOUNDATION/SITE PREPARATION: FOOTING WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF. THE BUILDING OFFICIAL SHALL BE PROVIDED WITH A STATEMENT OF ALLOWABLE BEARING CAPACITY FROM THE ENGINEER OF RECORD. SAID STATEMENT SHALL CLEARLY IDENTIFY THE ALLOWABLE IN -PLACE BEARING CAPACITY OF THE BUILDING PAD FOR THE NEW BUILDING OR ADDITION AND VERIFY THE EXISTING SOIL CONDITIONS. THE CERTIFIED IN -PLACE BEARING CAPACITY SHALL HAVE BEEN DETERMINED BY WAY OF RECOGNIZED TEST OR RATIONAL ANALYSIS. THE MAXIMUM SIZE OF ROCK WITHIN 12 INCHES BELOW THE FLOOR SLAB IN COMPACTED FILL SHALL BE 3 INCHES IN DIAMETER. WHERE FILL MATERIAL INCLUDES ROCK, LARGE ROCKS SHALL NOT BE ALLOWABLE TO NEST AND ALL VOIDS SHALL BE CAREFULLY FILLED WITH SMALL STONES OR SAND, AND PROPERLY COMPACTED. WHEN FOUNDATION WALL ARE TO BE POURED SEPARATELY FROM THE FOOTING, THEY SHALL BE KEYED AND DOWELED TO THE FOOTING WITH NO LESS THAN #4 DOWELS, 20 DIAMETERS IN LENGTH ABOVE AND BELOW THE JOINT, SPACED NOT MORE THAN 4 FEET APART. WHERE FOOTING DEPTH DOES NOT ALLOW STRAIGHT DOWELS, STANDARD HOOKS WILL BE ALLOWABLE. FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. MASONRY: ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE N, F'M = 1500 PSI. BLOCK SHALL BE PLACED USING RANDOM BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. THE ENGINEER SHALL FURNISH INSPECTION OF ALL REINFORCED MASONRY STRUCTURES. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COARSE AGGREGATE, AND SHALL BE PLACED WITH A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE S MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERT. MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. ALLOW A MINIMUM 72 HOURS FOR MORTAR TO CURE PRIOR TO GROUTING CELLS. HORIZONTAL MORTAR JOINTS SHALL BE REINFORCED WITH STANDARD 9 GAGE LADUR-TYPE DUR-O-WALL (ASTM CLASS B-2, HOT -DIPPED GALVANIZED) AT ALTERNATE COURSES (16" ON CENTER), UNLESS OTHERWISE NOTED. JOINT REINFORCEMENT SHALL BE CONTINUOUS AND SHALL LAP A MINIMUM 8". THIS REINFORCEMENT SHALL EXTEND 4 INCHES INTO TIE COLUMNS OR BE TIED TO STRUCTURAL COLUMNS WITH APPROVED METHODS WHERE STRUCTURAL COLUMNS REPLACE THE TIE COLUMNS. LAP VERTICAL REBAR 6 X BAR NO., U.O.N. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LAST EDITION OF FLORIDA BUILDING CODE MASONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR". THE SUPERVISOR OF THE MASONRY PORTION OF THE PROJECT SHALL BE A ''CERTIFIED STRUCTURAL MASONRY CONTRACTOR" OR A "CERTIFIED STRUCTURAL MASON" AS RECOGNIZED BY THE FLORIDA CONCRETE AND PRODUCTS ASSOCIATION (FC&PA). THE SENIOR MASONRY SUPERVISOR WILL BE RESPONSIBLE TO ASSURE THAT THE WORK IS ACCOMPLISHED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE MASONRY CONTRACTOR SHALL SUBMIT CREDENTIALS FROM THE FC&PA TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BIDDING. • • • • • •• • • •••• • • • • • • • • •• •• • • • • • • • • • • •• • • •• •• • • • • • •• • .•I • ••. "REVISIONS NO. DATE •r S T R U C i it RA L R E V C'V`V ApPROVED DATE '1/ NOTE. -OESION LIMITED TO SCOPE OF WORK .ANY CORRECTIONS. INK MARKS, 'WHITE OUT OR STICK.ONS MALL VOID THESE DRAWINGS AND CALCULATIONS. COPYRIGHT IEn lnatr. THIS DOCUMENT IS THE PROPERTY OF !ENGINEER AND SHALL NOT BE REPRODUCED IN WMOLE OR PART WITHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. • • • •• • • •• w 0 Z • • •• • • • • • FOYER & DOOR VALID ON Y WITH RAISE PE SEAL VALID FOR (1) PERMIT ONLY DATE: 09-29-2017 ) (SCALE: AS SHOWN (DESIGNED: J.M. (DRAWN: J.M. ) 0 15L W 0 DRAWING NO. s-1 SHEET 1 0,10 3'-3" 1' 1 REVISIONS N0. DATE F.F (BEHIND) / / I WINDOW SCHEDULE No. DESCRIPTION MATERIAL OPENINGS AREA (SF) ZONE REQUIRED PRESSURE (PSF) NOA PROVIDE PRESSURE (PSF) NOTES WIDTH HEIGHT (+) (-) (+) (-) O EXIST. WINDOW TO REMAIN DOOR SCHEDULE No. TYPE DESCRIPTION/REMARKS MATERIAL SIZES HEIGHT AREA (SF) ZONE REQUIRED PRESSURE PSF) NOA PROVIDE PRESSURE PSF) NOTES DOOR FRAME WIDTH O �-) O �-) 1E SWING NEW OUTSWING DOOR ALUM. ALUM. 55" 80" 30.55 4 43.00 51.00 15-0310.05 70.00 80.00 ® EXIST. DOOR TO REMAIN ® SWING EXIST. DOOR TO BE DEMOLISHED r � , S-2 DOOR DETAIL SCALE OUT (TYPICAL) ER BEAD DRIP EDGE NEW 1/2"=1-0" ALUM. DOOR (� STRAP SCHEDULE No DESCRIPTION NOA BY NAILS ALLOWABLE LOADS APPLIED LOADS NOTES TO CONCTRETE BEAM TO WOOD JOIST DOWN UPLIFT DOWN UPLIFT O STRAP NVRT-24 15-0507.01 NU-VUE (6) 1/4" DIA. X 1-1/2 TAPCONS (4) 16d X 1-1/2 N/A 722 N/A 460 # �=.=D"" NEW CORNER BEAD (TYP.) NEW 1 X 3 P.T. laNNN_NWD. BUCK 8L ATTACHMENT EW PERIMETER CAULKING TYP. BUCK DETAIL OVER DOOR DOOR HEADER & JAMB DETAILS 1/S-2 EXIST. SHIM OUT NEW CORNER BEAD (TYP.) AF NEW. 1 X 3 P.T. WD. BUCK 8L ATTACHMENT PERIMETER CAULKING ALUM. DOOR NEW SEALMANTER NEW CORNER BEAD (TYPICAL) TYP. BUCK DETAIL SIDE CONNECTION (DOOR FRAMING ARE SCHEMATIC PLEASE SEE NOA FOR SPECIFIC DETAILS) SCALE N.T.S. ,/r MIN. THROW BOLT PENETRATION NEW —EXTERIOR FF WEEPS • ►, I� EDGE DIST. • • • • • •• • • • • :• • •• • • • • •• • • • . •. •. •. • .. •. APP c'v/Fr�• __� c NEW CONCRETE SLAB DETAIL 2/S-2 .`3 KS1,CONC1 . 4 f TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SCALE N.T.S. INTERIOR FF g : • _ v + . .•I EXIST. CONCRETE SLAB Juan C. Moreno FL Reg P.E. # 69818 . • • • FOYER & DOOR VALID ON Y WITH RAISE PE SEAL VALID FOR (1) PERMIT ONLY NOTE' -DESIGN LIMITED TO SCOPE OF WORK -ANY CORRECTIONS. INK MARKS. WHITE OUT OR STICK-ONS WALL VOID THESE DRAWINGS AND CALCULATIONS. COPYRIGHTIEnpMN,. THIS DOCUMENT IS THE PROPERTY OF (ENGINEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. DATE: 09-29-2017 ) SCALE: AS SHOVM) DESIGNED: J.M. DRAWN: J.M. ) DRAWING N0. S-2 SHEET 2 OF10 •r l n 4 4 4 EXIST. FOUNDATION TO REMAIN <-4 vl 4 4 4 1 -� LXIST. FOUNDATION TO REMAINS Vel a ° n 4 8" CONCRETE MASONRY BLOCK ALL AROUND W/(1) #5 ©48" O/C FOUNDATION PLAN SCALE 1/2"=1-0" FF NEW FOYER EXIST. -FOUNDATIO •_ TO REMAIN 1 R 1#5@12" # 5 @ 48" O/C MAX. W(ALL AROUND) — STAIR SECTION 1/S-3 SCALE 1 /2"=1'-0" 1 # 4 NOSE BAR (TYPL NOTE. -DESIGN LIMITED TO SCOPE OF WORK ANY CORRECTIONS, INK MARKS. 'MIRE OUT OR STICK -DNS WILL. VOID THESE DRAWINGS AND CALCULATIONS. COPYRIGHTIErghr.r. THIS DOCUMENT IS THE PROPERTY OF 'ENGINEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. \ 1#4@12" o CV CV FOOTING SCHEDULE MARK SIZE REINFORCING REMARKS NOTES WIDTH OR L HEIGHT (B) BOTTOM (T) TOP WF-12 12" 12" 2 # 5 CONT. fc=3,000psi • . • • •. • • •• • •' • • • . LEGEND •••• • A. NEW WATERPROOF CEMENTIBANAD 1/2" • THK SEEDETAIL1/S-6. s • • • • • '• B. NEW R-5.0 FILL FOIL. C. NEW PT 2" X 1" FURRING C16" O/O MAX D. NEW THREE COAT STUCCO 3/4" TI-& MIN.: • TEXTURE TO MATCH EXIST:406ID47I0N. • E. NEW PAINT TO MATCH EXIST CONDITION! • • F. NEW CONCRETE COLUMN TC-1 SEE COLUMN SCHEDULE PAGE S-10 G. NEW FILL CELL FC SEE COLUMN SCHEDULE PAGE S-10. H. EXIST. CONCRETE SLAB TO REMAIN. I. EXIST. WOOD JOIST/TRUSS. J. EXIST. ROOF TO REMAIN. K. NEW CONCRETE STAIRS. L. NOT USED. M. NEW BASE BOARD TO MATCH EXISTING. N. NEW FINISHES BY OWNER NOT PART OF THIS SCOPE OF WORK. O. NEW WHEATEAR PROOF SILICONE AND PAINT. P. NEW CONCRETE SLAB 6" THK Q. STEEL REBAR 1 # 5 X 12" LG 12" 0/C MAX. W/EPDXY HIT-HY BY HILTI 6" INTO EXIST.CONCRETE SUBSTRATE. R. NEW WALL FOOTING WF-12 SEE FOOTING SCHEDULE PAGE S-3 NOT USED. NOT USED. REVISIONS N0, DATE Q) m N 5� W # CS cco • C Q q = • 111 0 •�••• a.. • • B •' S. T. 0 REMAIN NEW CONC ETE TIE BEAM TB SEE BEAM SCHEDULE GE S-5 EW 8" CON RETE MASONRY BLOCK. P 1 SEE STRAP SCHEDULE PAGE •• • • • • • •• z ...rr • • • •. • FOYER & DOOR VALID ON Y WITH RAISE PE SEAL VALID FOR (1)PERMIT ONLY 1 Juan C. Moreno FL Reg P.E. #69818 DATE: 09-29-2017 ) SCALE: AS SHOWN) DESIGNED: J.M. ) DRAWN: J.M. W 0 c� DRAWING N0. S-3 SHEET 3 OF10 ) REVISIONS N0. DATE cv) 4N OCIN E W —J E NEW FOYER 3'-3" - 1'-4" 9 cV K lr E i i 4'-31/2' 8'-7" 3 z 4'-3 CONCRETE STAIR FLOOR PLAN SCALE 1/2"=1'-0" -- L-1c -- y I (BELO X (BELOW) _ 1 I, =1 a r --1 U'= o ?i40 V (BELOW)— ROOF PLAN SCALE 1/2"=1'-0" « V BELO`M Crr « S (BELOW) _(4_ r J SI) J TURJC REVI APPR CvED m 0a = • •o••• • • • C •••••• ,W LEGEND • • • ••.. r •••• • A. NEW WATERPROOF CEMENiT430AiD 1/2" • • THK SEE DETAIL 1/S-6. • • • • • • • B. C. D. E. F. G. H. J. K. L. M. N. •• NEW R-5.0 FILL FOIL. NEW PT 2" X 1" FURRING (df16" ENO MAX NEW THREE COAT STUCCO 3/4" TI-Ik MIN.: • • TEXTURE TO MATCH EXIST:COOLTION. • NEW PAINT TO MATCH EXIS1! CONDITION! • • NEW CONCRETE COLUMN TC-1 SEE COLUMN SCHEDULE PAGE S-10 NEW ALL CELL FC SEE COLUMN SCHEDULE PAGE S-10. EXIST. CONCRETE SLAB TO REMAIN. EXIST. WOOD JOIST/TRUSS. EXIST. ROOF TO REMAIN. NEW CONCRETE STAIRS. NOT USED. NEW BASE BOARD TO MATCH EXISTING. NEW FINISHES BY OWNER NOT PART OF THIS SCOPE OF WORK. O. NEW WHEATEAR PROOF SILICONE AND PAINT. NEW CONCRETE SLAB 6" THK STEEL REBAR 1 # 5 X 12" LG © 12" O/C MAX. W/EPDXY HIT-HY BY HILTI 6" INTO EXIST.CONCRETE SUBSTRATE. NEW WALL FOOTING WF-12 SEE FOOTING SCHEDULE PAGE S-3 NOT USED. NOT USED. EXIST. CMU TO REMAIN NEW CONCRETE TIE BEAM TB SEE BEAM SCHEDULE PAGE S-5 NEW 8" CONCRETE MASONRY BLOCK. NEW STRAP 1 SEE STRAP SCHEDULE PAGE S-2. P. Q. R. S. T. U. V. W. X. NOTE' -DESIGN LIMITED TO SCOPE OF WORK -ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK-ONS NALL VOID THESE DRAWINGS AND CALCULATIONS. COPYRIGHT IEnpM•r. THIS DOCUMENT IS THE PROPERTY OF (ENGINEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. •• •• • • • • • z a • • •• • • • • FOYER & DOOR VALID ONLY WITH RAISE PE SEAL VALID OR (1) PERMIT ONLY Juan C. Moreno FL Reg P.E. # 69818 DATE: 09-29-2017 SCALE: AS SHONM (DESIGNED: J.M. (DRAWN: J.M. 0 W x DRAWING N0. S-4 SHEET 4 OF10 SECTION 1/S-5 SCALE 1"=1'-0" OUT A IN M • i a 6 SECTION 2/S-5 SCALE BEAMS SCHEDULE GRAPHIC MARK SIZE REINFORCING HOOPS NOTES WIDTH HEIGHT (T)TOP (B)BOTT (S)MIDDLE N` CV •==•l T.B. 8" 12" 2#5 2#5 #3@4" O/C. ** fc=3,000psi ** 8"X12" CONC. TIE BEAM W/ 4#5 S & W/#3 TIES @ 12"oc. THE FIRST 4'-0" FROM EACH CORNER & OPENINGS @48" REMAINDER & W/2#5'S, 5'-0" LONG, BENT 30"@ CORNERS.SEE DETAIL IN SECTION 3/S-5 SCALE 1 "=1'-0" LEGEND A. NEW WATERPROOF CEMENT BOARD 1/2" THK SEE DETAIL 1/S-6. NEW R-5.0 FILL FOIL. NEW PT 2" X 1" FURRING @ 16" O/C MAX NEW THREE COAT STUCCO 3/4" THK MIN. TEXTURE TO MATCH EXIST. CONDITION. NEW PAINT TO MATCH EXIST. CONDITION. NEW CONCRETE COLUMN TC-1 SEE COLUMN SCHEDULE PAGE S-10 NEW FILL CELL FC SEE COLUMN SCHEDULE PAGE S-10. EXIST. CONCRETE SLAB TO REMAIN. EXIST. WOOD JOIST/TRUSS. EXIST. ROOF TO REMAIN. NEW CONCRETE STAIRS. NOT USED. NEW BASE BOARD TO MATCH EXISTING. NEW FINISHES BY OWNER NOT PART OF THIS SCOPE OF WORK. NEW WHEATEAR PROOF SILICONE AND PAINT. • NEW CONCRETE SLAB 6" THK. • • STEEL REBAR 1 # 5 X 12" LG @•W OF MAX W/EPDXY HIT-HY BY HILTI 6" INTO.. • EXIST.CONCRETE SUBSTRA1 : • • ' NEW WALL FOOTING WF-12 SEE•POOTING SCHEDULE PAGE S-3 • • • • • • • NOT USED. • • • • • • NOT USED. •...•. • B. C. D. E. F. G. H. J. K. L. M. N. O. P. Q. R. S. T. U. V. REVISIONS NO. DATE CO w m N8 co F_ n E E o C C LL N •• w N co d 'te • e p ro • •� U •a.•• •� • • EXIST. CMU TO REMAIN • • •. • • .. NEW CONCRETE TIE BEAM TB SEE BEAM .• SCHEDULE PAGE S-5 • • � • •: • W. NEW 8" CONCRETE MASONRY BLOCK. • • X. NEW STRAP 1 SEE STRAP VHEIAJ,LE PAGE' • • • • S-2. • • • 1 NOTE: -DESIGN LIMITED TO SCOPE OF WORK .ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK-0NS IMLL VOID THESE DRAWANGS AND CALCULATIONS. COPYRIGHTIEt•Imar. THIS DOCUMENT IS THE PROPERTY OF (ENGINEER AND SHALL NOT SE REPRODUCED IN WHOLE OR PART IMTHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. • • • SECTIONS ••.••. • • 000000 ••..•• • • FOYER & DOOR co M a) —I Lu Z to 03 VALID ON Y WITH RAISE PE SEAL VALID FOR II) PERMIT ONLY Juan C. Moreno FL Reg P.E. # 69818 DATE: 09-29-2017 SCALE: AS SHOWN (DESIGNED: J.M. DRAWN: J.M. c 1L TJ x U DRAWING NO. S-5 SHEET 5 OF10 3/8" T,9 1/2" 0 O 0 O 0 0 O 0 O 0 3/8" ig 1/2" O 0 0 O o 0 0 0 co J 0 0 0 0 o O Z a O 0 T0i Z o 0 O 0 O o O 0 0 FIELD i` °0 O 0 0 0 0 0 0 0 0 1 O 0 0 0 0 ▪ 0 0 0 0 0 c0 c') \ O O O O Z O O O O 0 IN SINGLE NAILED CEMENT BOARD, NAILS ARE SPREAD 7" (CEILINGS) TO 8" (WALL) APART ALONG SUPPORTS AND NOT LESS THAN 3/8" FROM THE EDGES AND ENDS. NAILS ARE FIRST DRIVEN IN THE MIDDLE AREA OF THE BOARD AND THEN OUT TOWARD THE EDGES AND ENDS. CEMENT BOARD FASTENING LAYOUT 1/S-6 SCALE N.T.S. LEGEND A. NEW WATERPROOF CEMENT BOARD 1/2" THK SEE DETAIL 1/S-6. B. NEW R-5.0 FILL FOIL. C. NEW PT 2" X 1" FURRING © 16" O/C MAX D. NEW THREE COAT STUCCO 3/4" THK MIN. TEXTURE TO MATCH EXIST. CONDITION. E. NEW PAINT TO MATCH EXIST. CONDITION. F. NEW CONCRETE COLUMN TC-1 SEE COLUMN SCHEDULE PAGE S-10 G. NEW FILL CELL FC SEE COLUMN SCHEDULE PAGE S-10. H. EXIST. CONCRETE SLAB TO REMAIN. 1. EXIST. WOOD JOIST/TRUSS. J. EXIST. ROOF TO REMAIN. K. NEW CONCRETE STAIRS. L. NOT USED. M. NEW BASE BOARD TO MATCH EXISTING. N. NEW FINISHES BY OWNER NOT PART OF THIS SCOPE OF WORK. O. NEW WHEATEAR PROOF SILICONE AND PAINT. • P. NEW CONCRETE SLAB 6" THK• • • • Q. STEEL REBAR 1 # 5 X 12" LG 7:10te MAXW/EPDXY HIT-HY BY HILT( 6"EXIST.CONCRETE SUBSTRAR. NEW WALL FOOTING WF-12 STING SCHEDULE PAGES 3 •• , S. NOT USED. • T. NOT USED. • • • • • • U. EXIST. CMU TO REMAIN • • • • • • • • ..—. V. NEW CONCRETE TIE BEAM TB SEE BEAM • SCHEDULE PAGE S-5 • • • • • • W. NEW 8" CONCRETE MASONRY BLOCK. • X. NEW STRAP 1 SEE STRAP SOH EptJL E PAGr S-2. • • •... REVISIONS NO. DATE NOTE: . SIGN LIMITED TO SCOPE OF WORK ANY CORRECTIONS, INK MARKS, WHITEOUT OR STICK.ONS WILL VOID THESE DRAWINGS AND CALCULATIONS. COPYRIGHTIEnWMrr. THIS DOCUMENT IS THE PROPERTY OF 'ENGINEER AND SHALL NOISE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. • • .•• • 000000 • • • • • • • • • • • •••••• • • FOYER & DOOR P. MM 0) J WIL Z • in as tot VALID ON Y WITH RAISE PE SEAL VALID FOR (1) PERMIT ONLY 1 Juan C. Moreno FL Reg P.E. # 69818 DATE: 09-29-2017 J (SCALE: AS SHOWN (DESIGNED: J.M. DRAWN: J.M. W 0 x DRAWING NO. S-6 SHEET 8 0f10 FRAMING SOUTH SECTION 1 /S-7 SCALE 1 /2"=1'-0" C x FRAMING SECTION 2/S-7 SCALE 1 /2"=1'-0" LEGEND A. NEW WATERPROOF CEMENT BOARD 1/2" THK SEE DETAIL 1/S-6. B. NEW R-5.0 FILL FOIL. C. NEW PT 2" X 1" FURRING © 16" O/C MAX D. NEW THREE COAT STUCCO 3/4" THK MIN. TEXTURE TO MATCH EXIST. CONDITION. E. NEW PAINT TO MATCH EXIST. CONDITION. F. NEW CONCRETE COLUMN TC-1 SEE COLUMN SCHEDULE PAGE S-10 G. NEW FILL CELL FC SEE COLUMN SCHEDULE PAGE S-10. H. EXIST. CONCRETE SLAB TO REMAIN. I. EXIST. WOOD JOIST/TRUSS. J. EXIST. ROOF TO REMAIN. K. NEW CONCRETE STAIRS. L. NOT USED. M. NEW BASE BOARD TO MATCH EXISTING. N. NEW FINISHES BY OWNER NOT PART OF THIS SCOPE OF WORK. O. NEW WHEATEAR PROOF SILICONE AND PAINT. • P. NEW CONCRETE SLAB 6" THK, • • Q. STEEL REBAR 1 # 5 X 12" LG ©.1�' OTC MAX' W/EPDXY HIT-HY BY HILTS 6" INTO • EXIST.CONCRETE SUBSTRAI'�' •:' R. NEW WALL FOOTING WF-12 • SVE•POOTING SCHEDULEPAGES3 •••••• • • •. S. NOT USED. • • • • T. NOT USED. ......... ..••• • U. EXIST. CMU TO REMAIN • • • • • • • V. NEW CONCRETE TIE BEAM TB SEE BEAM • SCHEDULE PAGE S-5 • • • • • W. NEW 8" CONCRETE MASONRY BLOCK. • X. NEW STRAP 1 SEE STRAP SFHEpIJL E PAGE' S-2. •• • • • • NOTE: -DESIGN LIMITED TO SCOPE OF WORK .ANY CORRECTIONS, INK MARKS, WHITEOUT OR STICK -DNS WILL VOID THESE DRAWINGS AND CALCULATIONS. COPYRIGHT IElyy—r. THIS DOCUMENT IS THE PROPERTY OF IENGINEER AND SHALL NOT BE REPRODUCED IN MOLE OR PART WITHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. 1 DATE VALID ON Y WITH RAISE PE SEAL VALID FOR (1) PERMIT ONLY Juan C. Moreno FL Reg P.E. # 69818 DATE:‘09-29-2017 SCALE: AS SHOWN) (DESIGNED: J.M. ) (DRAWN: J.M. DRAWING NO. S-7 (SHEET 7 OF10 ) TYPICAL CONSTRUCTION JOINT - 1 1/2" DEPRESSION 9 GAUGE DUR-O-WALL HORIZONTAL REINFORCEMENT EVERY OTHER COURSE (LADDER TYPE) 1#5 HEAD JOISTS FILLED SOLID DOWELS EXTEND 30" FROM FOUNDATION CLEANOUTS TO BE SEALED AFTER INSPECTION REQUIRED AT ALL CELLS IF POURED IN LIFTS EXCEEDING 2' - 0" 4#5 BARS 2#5X30" ADD'L. CORNER BARS 90 DEGREES HOOK 4#3 STIRRUPS 12" O.C. BALANCE #3 48" O.C. (U.O.N.) WALL TIE BEAM SEE PLAN CORNER REINFORCING DETAIL FOR ALL TIE B LEGEND A. NEW WATERPROOF CEMENT BOARD 1/2" THK SEE DETAIL 1/S-6. B. NEW R-5.0 FILL FOIL. C. NEW PT 2" X 1" FURRING @ 16" O/C MAX D. NEW THREE COAT STUCCO 3/4" THK MIN. TEXTURE TO MATCH EXIST. CONDITION. E. NEW PAINT TO MATCH EXIST. CONDITION. F. NEW CONCRETE COLUMN TC-1 SEE COLUMN SCHEDULE PAGE S-10 G. NEW FILL CELL FC SEE COLUMN SCHEDULE PAGE S-10. H. EXIST. CONCRETE SLAB TO REMAIN. I. EXIST. WOOD JOIST/TRUSS. J. EXIST. ROOF TO REMAIN. K. NEW CONCRETE STAIRS. L. NOT USED. M. NEW BASE BOARD TO MATCH EXISTING. N. NEW FINISHES BY OWNER NOT PART OF THIS SCOPE OF WORK. O. NEW W.HEATEAR PROOF SILICONE AND PAINT. P. NEW CONCRETE SLAB 6" THK. • • Q. STEEL REBAR 1 # 5 X 12" LG �O/6 MAX. • W/EPDXY HIT-HY BY HILTI 6" INTO • EXIST.CONCRETE SUBSTRAT�� •; • • R. NEW WALL FOOTING WF-12 SEEIFIDOTlNG SCHEDULE PAGE S-3 • • • • • • S. NOT USED. • • •.' • T. NOT USED. •••••• U. EXIST. CMU TO REMAIN • •• • •• • • V. NEW CONCRETE TIE BEAM TB SEE BEAM ' SCHEDULE PAGE S-5 • • •. •; W. NEW 8" CONCRETE MASONI ' BLOCK. • X. NEW STRAP 1 SEE STRAP STHEDI#LE PAW S-2. •• a TIE BEAM • a n 4 d - 6 a , d 41 a a n ,n G 4 A7 a CONC. BLK. WALL 1#5 IN BLOCK " 2#5 additional TIES #3 @ 12" 0/C. OPENING 3'TO8' FILLED CELL V TIE BEAM DROP OVER OPENING SCALE: N.T.S. >' co w • • NOTE: -DESIGN LIMITED TO SCOPE OF WORK ANY CORRECTIONS. INK MARKS. NHRE OUT OR STICK-ONS WALL VOID THESE DRAWINGS AND CALCULATIONS. COPYRIGHT IEngInwr. THIS DOCUMENT IS THE PROPERTY OF EENGINEER AND SHALL NOT BE REPRODUCED IN VMOLE OR PART MTHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. REVISIONS NO. DATE 0) J ui �EE ,,$E 2 LL cat--2 cc co to o c � o •.°�a ••LL. a m ai .• W N •'• •• • CY � mN�4ar• v�E • g 0 (NJ ••_._ • •••••• • • ••••.• ••••.. • . 1 FOYER & DOOR -co cc, cC c -J W Z E In co in 2 VALID ONLY WITH RAISE PE SEAL VALID FOR (1) PERMIT ONLY Juan C. Moreno I FL Reg P.E. # 69818 (DATE: 09-29-2017) (SCALE: AS SHOWN) (DESIGNED: J.M. ) DRAWN: J.M. DRAWING NO. S-8 (SHEET 8 OF10 ) 8"x8"x16" CONCRETE MASONRY UNITS DUR-O-WALL CORNER DETAIL ADD 3#5 X60" BEND J C 9 GAUGE DUR-O-WALL HORIZONTAL REINFORCEMENT EVERY OTHER COURSE (LADDER TYPE) 1#5 FILL CELL ♦ 48" BAR DIA. • c • • • OOF BEAM LEGEND A. NEW WATERPROOF CEMENT BOARD 1/2" THK SEE DETAIL 1/S-6. NEW R-5.0 FILL FOIL. NEW PT 2" X 1" FURRING @ 16" O/C MAX NEW THREE COAT STUCCO 3/4" THK MIN. TEXTURE TO MATCH EXIST. CONDITION. NEW PAINT TO MATCH EXIST. CONDITION. NEW CONCRETE COLUMN TC-1 SEE COLUMN SCHEDULE PAGE S-10 NEW FILL CELL FC SEE COLUMN SCHEDULE PAGE S-10. EXIST. CONCRETE SLAB TO REMAIN. EXIST. WOOD JOIST/TRUSS. EXIST. ROOF TO REMAIN. NEW CONCRETE STAIRS. NOT USED. NEW BASE BOARD TO MATCH EXISTING. NEW FINISHES BY OWNER NOT PART OF THIS SCOPE OF WORK. O. NEW WHEATEAR PROOF SILICONE AND PAINT. J c o uci B. C. D. E. F. G. H. J. HOOK COLUMN BARS K. AT TERMINATION L. M. SEE COLUMN SCHEDULE FOR REINFORCING SIZE & QUANTITY N. REVISIONS N0. DATE P. Q. R. S. COLUMN DOWELS ARE T. SAME SIZE, QUANTITY V. AND SPACING AS COLUMN REINFORCING BARS W. X. OOTING SEE PLAN TYPICAL COLUMN REBAR PLACEMENT DIAGRAM S • AppROVE0__-. NEW CONCRETE SLAB 6" THK. , • •��• •'v: m N @} STEEL REBAR 1 # 5 X 12" LG a 12"O/€ MAX. • c 't b• . W/EPDXY HIT-HY BY HILTI 6" INTc5 ' • W o` EXIST.CONCRETE SUBSTRATE •;' • . s� °' a: •.� C Y �r1 NEW WALL FOOTING WF-12 SEE'FOOTING ,C g 3 ; y E SCHEDULE PAGE S-3 • • • • • . La3ul NOT USED. •... •' • • L+ °D ' • U NOT USED. •.•,,, •• '�;•• EXIST. CMU TO REMAIN , • • • • . .�—s, • • NEW CONCRETE TIE BEAM TB SE� BEAM ' ' • ................ ... • • SCHEDULE PAGE S-5 • � • •; • NEW 8" CONCRETE MASONRY BLOOK. • An NEW STRAP 1 SEE STRAP STHEDId..E PAGa•' Z S-2. •• • •..0 R L R y NOTE: -DESIGN LIMITED TO SCOPE OF WORK -ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK-ONS WALL VOID THESE DRAWINGS AND CALCULATIONS. COPYRIGHT 'Engineer. THIS DOCUMENT IS THE PROPERTY OF IENGI NEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PARTNATHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. • .• • • • .•.••. • • FOYER & DOOR VALID ON Y WITH RAISE PE SEAL VALID FOR (1) PERMIT ONLY Juan C. Moreno FL Reg P.E. # 69818 DATE: 09-29-2017 SCALE: AS SHOWN) DESIGNED: J.M. DRAWN: J.M. 0 DRAWING N0. S-9 (SHEET 9 01'10 REVISIONS COLUMN SCHEDULE GRAPHIC MARK SIZE REINFORCING REMARKS NOTES WIDTH HEIGHT VERTICAL HOOPS TC-1 12" 8" 4#5 #3@8" O/C CONCRETE COLUMN fc=3,000psi ND to 1'-0" , , • FC CONCRETE FILL CELL W/(1)#5 SPACING AS SHOWN ON PLANS EMBEDDED 6" INTO EXIST. FOOTING EPDXY HY-HIT BY HILTI ao • NOTES: 1. L IS GREATER OF ADJACENT SPANS 2. PLACE MAXIMUM OF 2 BARS PER LAYER ON 8" WIDE BEAM 3. I BARS ARE EVENLY SPACED AT EACH FACE OF BEAM 4. C BARS SHALL ALWAYS BE PLACED AT RIGHT-HAND SUPPORT 5. SIZE AND SPACING OF STIRRUPS AS NOTED IN BEAN SCHEDULE ARE FROM EACH END OF BEAM B T BAR E, OR C BAR S BAR 1/2 E.F. EQUALLY SPACED SKIN REINF. AR BOTTOMS LAYER TYPICAL CAST -IN -PLACE CONCRETE BEAM REINFORCING DIAGRAM N.T.S. WHERE APPLICABLE EXTEND TOP BARS THEIR TENSION DEVELOPMENT LENGTH INTO SLAB ,.2L1 E BAR\ 3L SLAB WHEN APPLICABLE COLUMN NOTE TOP BAR LAP REQUIREMENT TYPICAL ,3 L C BAR TOP BAI S BAR BOTLIBAR 'TOP B COLUMN / BOT BAR/ L2 zL3 COLUMN CANT. r TENSION LAP SPLICE (1.3 Ld) BAR SIZE TYPE CONCRETE STRENGTH (PSI) 3000 4000 5000 6000 7000 8000 9000 10000 A B A BA B A BA B AB A B AB #3 0 23" 33" 20" 29" 17' 26" 16" 24" 15" 23" 15" 20" 13" 20" 12" 19" T 29" 43" 25" 37' 23" 33" 21" 30" 19" 28" 19" 26" 1T' 25" 16" 24" #4 0 29" 43" 25" 38" 23" 34" 21" 30" 20" 29" 19" 26" 1T' 25" 16" 24" T 38" 58" 33" 50" 30" 45" 28" 39" 25" 3T' 24" 34" 23" 33" 21" 37' #5 0 3T' 55' 32" 47" 29" 42" 26" 38" 24" 36" 23" 33" 21" 37' 20" 30" T 4T' 71" 41" 62" 37" 55" 34" 50" 32" 46" 29" 43" 28" 41" 26" 39" 0 43" 65" 38" 56" 34" 51" 28" 46" 29" 43" 28" 39" 25" 38" 24" 38" T 56" 85" 50" 73" 45' 65" 36" 59" 3T' 55" 36" 51" 33" 49" 3T 4T' #7 0 64" 94" 54" 81" 48" 73" 45" 58" 4T 63" 39" 57" 3T' 55" 35" 52" T 10T' 123" 71" 106" 83" 95" 59" 76" 54" 81" 51" 75" 4T' 71" 46" 68" #8 0 72" 107" 62" 93" 55" 84" 51" 76" 47' 71" 45" 65" 42" 63" 39" 59" T 94" 140" 81" 121" 72" 110" 6T' 99" 6T 91" 59" 85" 55" 81" • 51" • 7T' 0 81" 121" 69" 105" 62" 94" 58" 86" 54" 54" 50" 74" 47' ?I" •#9 �a4" ' 66" T 108" 158" 90" 137" 81" 123" 76" 112" 69" 103" 65" 97" 6T y'i , 4 86" #10 O 91" 136" 78" 118" 70" 106" 65" 96" 80" 90" 57" 88" 54" CIF o Lid 75" T 119" 177" 102" 154" 91" 138" 85" 125" 78" 116" 75" 108" 69" j(!S'• es" 98" #11 0 101" 151" 8T' 131" 7T' 118" 7T 107' 6T' 99" 63" 92" 59" 8t• ?SS" 83" T 132" 197" 114" 171" 101" 154" 94" 140" 86" 129" 82" 120" 78" s•••• 114. TT. •• 108" #14 •• •••••• • • • SEE NOTE #8 • • • • • • • •• • #18 NOTES: •. •• 1. TABULATED VALUES ARE FOR GRADE 60 REINFORCING BARS AND NORMAL WEIGHT CONCRETE 2. "T" INDICATES TOP BARS WHICH ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CASE BELOW THEM, 3. "0" INDICATES OTHER BARS. 4. CASE A: A. FOR BEAMS OR COLUMNS: i. COVER IS AT LEAST 1.0 DB ii. CENTER TO CENTER SPACING IS AT LEAST 2.0 DB. iii. MINIMUM AMOUNT OF STIRRUPS FOR BEAMS AND TIES FOR COLUMNS. B. FOR ALL OTHERS: i. COVER IS AT LEAST 1.0 DB. ii. CENTER TO CENTER SPACING IS AT LEAST 3.0 DB. 5. CASE B: A. FOR BEAMS OR COLUMNS: COVER IS LESS THAN 1.0 DB OR CENTER TO CENTER SPACING IS LESS THAN 2.0 DB. 6. FOR LIGHT WEIGHT AGGREGATE CONCRETE, MULTIPLY THE TABULATED VALUES B 7. USE CASE A U.O.N. 8. LAP SPLICES NOT PERMITTED, USE WELDED SPLICES OR MEC.. ICA1 CON ECTION. DP�E NO. DATE 11/ 10 NOTE' -DESIGN LIMITED TO SCOPE OF WORK -ANY CORRECTIONS, INK MARKS, WIRE OUT OR STICK.ONS MALL VOID THESE DRAWNOS AND CALCULATIONS. COPYRIGHT IEn n..,. THIS DOCUMENT IS THE PROPERTY OF (ENGINEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. H FRAMING ELEV FOYER & DOOR VALID ONLY WITH RAISE PE SEAL VALID FOR (1) PERMIT ONLY DATE: 09-29-2017 SCALE: AS SHOWN DESIGNED: J.M. DRAWN: J.M. 0 Ci La 0 U DRAWING NO. s-10 SHEET 10 OF10 ELECTRICAL SPECIFICATIONS GUARANTEES AND RESPONSIBILITY: ALL MATERIAL AND WORKMANSHIP FOR ONE YEAR FROM DATE OF ACCEPTANCE. ALL DEFECTS SHALL BE CORRECTED WITHOUT CHARGE, INCLUDING ALL PATCHING AND PAINTING AND OTHER INCIDENTAL REPAIRS OR REPLACEMENT. WORKMANSHIP: ALL WORK SHALL BE INSTALLED IN A NEAT, ORDERLY MANNER. DEVICES, PLATES, EXPOSED RACEWAYS, ENCLOSURES, COVERS, FIXTURES, ETC. SHALL BE ALIGNED PERPENDICULAR TO OR PARALLEL WITH, THE PRINCIPAL STRUCTURAL MEMBERS. THE EDGE OF THESE COVERS, PLATES ENCLOSURES, ETC., SHALL BE IN VERTICAL OR HORIZONTAL PLANE AS APPLICABLE FOR THE ITEMS INVOLVED. EXPOSED RACEWAYS SHALL BE OFFSET WHERE THEY ENTER SURFACE -MOUNTED EQUIPMENT. WIRING INSTALLED IN PANELS AND OTHER ENCLOSURES SHALL BE NEATLY LOOPED AND LACED & NOT WADDED OR BUNDLED. 3 MATERIAL STANDARDS: ALL MATERIALS SHALL BE NEW & CONFORM TO THE APPLICABLE STANDARDS WHERE SUCH HAVE BEEN ESTABLISHED FOR THE MATERIALS IN QUESTION. THE PUBLICATIONS AND STANDARDS OF THE ORGANIZATIONS BELOW ARE APPLICABLE TO THE MATERIALS SPECIFIED HEREIN. A. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) B. UNDERWRITER'S LABORATORIES, INC. (UL) C. AMERICAN STANDARDS ASSOCIATION (ASA) D. NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA) E. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) WHERE REFERENCE IS MADE TO TRADE NAMES OR NAMES OF MANUFACTURERS, SUCH REFERENCES ARE MADE SOLELY TO DESIGNATE AND TO IDENTIFY THE QUALITY OF THE MATERIALS OR EQUIPMENT TO BE FURNISHED, AND DOES NOT PRECLUDE THE USE OF "EQUAL" EQUIPMENT AS APPROVED BY THIS ENGINEER. 4 REFERENCE STANDARDS: INSTALLATION SHALL COMPLY WITH THE REGULATIONS OF THE FOLLOWING: A. NATIONAL ELECTRICAL CODE (NFPA), LATEST EDITION B. SOUTH FLORIDA BUILDING CODE, LATEST EDITION 5 DO NOT SCALE ELECTRICAL DRAWINGS. REFER TO PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNER'S REPRESENTATIVE. 5 THE MINIMUM WIRE SIZE SHALL BE #12 AWG, UNLESS OTHERWISE NOTED. ALL CONDUCTORS SHALL BE COPPER WITH TW INSULATION FOR SIZE #8 AND SMALLER. CONDUCTORS LARGER THAN #8 SHALL HAVE TYPE THE INSULATION, UNLESS OTHERWISE NOTED. ALL CONDUCTORS #10 AND SMALLER MAY BE SOLID AND ALL THOSE #8 AND LARGER SHALL BE STRANDED. 7 ALL RACEWAYS AND PIPES PLACED IN OR THRU A CONCRETE SLAB SHALL BE SPACED A MINIMUM OF 3 DIAMETERS OF THE LARGEST CONDUIT OR PIPE OF ANY OTHER SERVICE. 8 ALL RACEWAYS SHALL BE CARLON PY-DUIT, TYPE A, U.L. LISTED OR EQUAL. CONDUIT FITTINGS AND CEMENT SHALL BE PRODUCED BY THE SAME MANUFACTURER. A. RUNS IN CONCRETE IN CONTACT WITH EARTH, UNDERGROUND,EXPOSED OR IN INTERIOR WALLS OR FEEDERS 1 1/4" OR LARGER, SHALL BE RIGID STEEL OR PVC B. METALLIC ELECTRICAL CONDUIT MAY BE USED IN THE INTERIOR PARTITIONS AND CEILINGS. 9 OUTLET BOXES SHALL BE POLYVINYL CHLORIDE AND SHALL CONFORM TO THE N.E.M.A. STANDARDS. 10. THE DISCONNECT SWITCHES SHALL BE HORSEPOWER -RATED HEAVY DUTY, QUICK-MAKE/QUICK-BREAK IN N.E.M.A.-1 INTERIOR,4 EXTERIOR. 11. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH & INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN A PROPER WORKING ORDER. SHOULD ANY ITEMS BE MISSING, HE SHALL NOTIFY THE ARCHITECT/ENGINEER BEFORE COMMENCING WORK. NO ADDITIONAL PAYMENT WILL BE MADE FOR THE CONTRACTOR'S FAILURE TO NOTIFY THE ARCHITECT/ENGINEER. ELECTRICAL NOTES: 1. OUTSIDE RECEPTACLES, RECEPTACLES AT BATH, GARAGE AND KITCHEN COUNTER, SHALL BE G.F.I. 2. SMOKE DETECTOR HARDWIRED TO KITCHEN OR BATHROOM NON-SWITCHABLE NO G.F.I. LIGHTING CIRCUIT INTERCONNECTED AND WITH BATTERY BACK-UP. 3. ELECTRICAL METER AND PANEL LOCATION MAY VARY AS PER SERVICE ENTRANCE LOCATION. 4. ELECTRICAL CONTRACTOR TO COORDINATE SERVICE WITH F.P.L. 5. ALL "J" BOXES SHALL COMPLY WITH N.E.C. 314 6. ELECTRICAL OUTLETS (RECEPTACLES AND LIGHTING) BELOW BASE FLOOD ELEVATION SHALL BE INSTALLED AT THE HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED ON (SEPARATE) INDEPENDENT CIRCUITS FROM THOSE IN THE HABITAT AREAS. 7. NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD ELEVATION. 8. IT IS SUGGESTED THAT YOU CONFER WITH FLORIDA POWER AND LIGHT TO LOCATE THE ELECTRICAL METER TO COMPLY WITH FEDERAL EMERGENCY MANAGEMENT AGENCY REQUIREMENTS. 9. SMOKE DETECTOR SHALL BE LOCATED 36" MIN FROM ANY A/C SUPPLY. TYPE: SQUARE 'D. (OR APPVD EQUAL) EXISTPANEL MAIN BUS: 150A . Al SERVICE: RESIDENCE NEUTRAL: 150A VOLTAGE: 240/120v 1PH. 3W. MAIN: LUGS ONLY MOUNTING: SURFACE (ALL 20 AMPS, 1 POLE CKTS. EXCEPT AS NOTED) LOCATION: AS SHOWN 1n i Q N Ill J 0- ► a- 4 > p p W Uy S� I� *m REMARKS g u c6`i REMARKS Nito G O Vca J ~ 4 P> N O a 1n 2 a 60 2 13,250 3/4 8 AHU j 1 CU 8 3/4 6,000 2 40 �- 2 L3 ..-.. 4 40 2 8,500 3/4 8 INST. WATER HEATER 15 e 1 RANGE 6 3/4 12,000 2 50 -'-- 1 7 8 --•-. 30 2 7,200 3/4 8 DRYER r 9 REFRIGERATOR 12 1/2 1,500 1 20 -.-- 10 1, 11 MICROWAVE 12 1/2 1,500 1 20 ---+- 12 20 1 1,500 1/2 12 SMALL APPLIANCE 13 DISHWASHER 12 1/2 1,500 1 20 14 20 1 1,500 1/2 12 SMALL APPLIANCE 15 DISPOSAL 12 1/2 500 1 20 • 18 20 1 1,500 1/2 12 SMALL APPLIANCE 17 GFCI BATH 12 1/2 1,500 1 20 , 1e 20 1 1,500 1/2 12 SMALL APPLIANCE 19 GFCI BATH 12 1/2 1,500 1 20 • 20 20 1 1,500 1/2 12 GEN. LIGHT 21 GEN. LIGHT 12 1/2 1,500 1 20 22 20 1 1,500 1/2 12 GEN. LIGHT 23 GEN. LIGHT 12 1/2 1,500 1 20 I 24 20 1 1,500 1/2 12 GEN. OUTLETS 25 2e GEN. OUTLETS 12 1/2 1,500 1 20 20 1 1,500 1/2 12 GEN. OUTLETS 27 GEN. OUTLETS 12 1/2 1,500 1 20 I 28 20 1 1,500 1/2 12 GEN. LIGHT 29 GEN. LIGHT 12 1/2 1,500 1 20 I 3o 20 1 1,500 1/2 12 GEN. LIGHT 31 32 GEN. LIGHT 12 1/2 1,500 1 20 I 20 1 1,500 1/2 12 GEN. OUTLETS 33 SPARE SPACE I 34 SPARE SPACE 35 I 38 37 38 • 39 40 I • 41 42 . 43 44 CONNECTED LOAD: (SEE LOAD CALCULATION) FEEDER: SEE RISER FED FROM: SERVICE TO FPL 3 -1 THWN C#6 THWN-3/4" GND. 3 -1 THWN 10,000 AIC NEMA 3R 2 150 1-1/2" PANEL 'A' CONNECT TO TWO 5/8"x10' GROUNDING RODS SPACED 6' BOND TO A 3/4" COPPER WATER PIPE STUB -OUT AT METER LOCATION & ENCASED GROUND SEE DETAIL ( EXIST. ELECTRICAL RISER DIAGRAM SCALE: N.T.S. EXIST. ELECTRICAL LOAD CALCULATIONS ITEM PANEL A SQ FT 1,600 GENERAL LIGHTING (3W/S.F.) 4,800 SMALL APPLIANCES 3,000 WASHER & DRYER TOWER MACHINE 7,200 WINE COOLER 1,500 HOOD 1,500 NST. WATER HEATER 8,500 BATHROOM (GFI) 1,500 RANGE 12,000 REFRIGERATOR 1,500 MICROWAVE 1,500 0 CONNECTED LOAD (LESS NC) • 43A00 FIRST 10 KW @100% •'IQ000 BAL. @ 40% • • •137200 A/C OR HTG @ 100% •.13,250 DEMAND LOAD .4, 4.4213 AMPS @ 240/120V. 1PH. •': •9Q.72 BREAKER SIZE 150 • • • ReircL A NEUTRAL LOAD • • • LIGHT. WASHER, SM APPL. 7,089 3 KW @ 100% 3,000 BALANCE @ 35% 1431.15 DRYER @ 70% 3,990 BATHROOM (GFI) 1,500 120 V APPLIANCES 150C TOTAL NEUTRAL W. 11421.15 NEUTRAL AMPS (N.W./240) 47.59 REVISIONS NO. DATE vi ID N`° cieEE .=o • =• cLL• d0) • "L.&. U C .a•4c. • •- y ;• Fr • • •LIJ •4... • - . • . k • �I ••• rQ oeS 0 • NOTE' .08019N LIMITED TO SCOPE OF WORK ANY CORRECTIONS, INK MARKS, 'AMITE OUT OR STICK.ONS MALL VOID THESE DRAWINGS AND CALCULATIONS. COPYRIGHTIE+IpA.,. THIS DOCUMENT IS THE PROPERTY OF (ENGINEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. • • FOYER & DOOR VALID ON Y NATH RAISE PE SEAL VALID FOR (11 PERMIT ONLY Juan C. Moreno FL Reg P.E. # 69818 DATE: 09-29-2017 ) SCALE: AS SHOWN (DESIGNED: J.M. (DRAWN: J.M. ) x 2 DRAWING NO. E-1 ( SHEET 1 OF13 ) ELECTRICAL LEGEND SYMBOL DESCRIPTION $ WALL SWITCH (SINGLE, DOUBLE) S3 THREE WAY WALL SWITCH Q' DUPLEX RECEPTACLE 0` GFI DUPLEX RECEPTACLE -¢- LIGHT FIXTURE ® 240 V RECEPTACLE HO WALL MOUNTED LIGHT ® SMOKE DETECTOR ®/ EXHAUST FAN a DATA & CABLE IM WEATHER PROOF LIGHT AT RISER * CLG. FAN W/LIGHT & P.C. LIGHT 1' X 4' O THERMOSTAT O RECESS SOLID STATE IN CEILING Q. EXTERIOR SECURITY LIGHT CONTROLLED BY MOTION DETECTOR i EXIST SIGN EMERGENCY LIGHT 0 VAPOR RESISTANT SHOWER LIGHT ELECTRICAL PANEL ABBREVIATIONS: EXIST. ELECT. FIXTURE TO BE RELOCATED (191 NEW ELECT. FIXTURE ® EXISTING TO REMAIN AC ABOVE COUNTER BC BELOW COUNTER UC UNDER CABINET C. COUNTER TOP LEVEL GFI GROUND FAULT INTERRUPTER VH VERIFY PRIOR TO INSTALLATION VP VAPOR PROOF WP WEATHER PROOF EL EXTERIOR LIGHT PB PUSH BUTTON - ALL OUTLETS IN ALL ROOMS, HALLS AND CLOSETS SHALL BE AFC! - ALL 10 AND 20 AMP RECEPTACLES SHALL BE TAMPER -RESISTANT NOTES: 1. ALL FIXTURES EQUIPMENT , OF ELEMENT SHOWN ARE TO BE . PROVIDED BAY CONTRACTOR UNLESS OTHER WISE NOTED 2. ALL EXTERIOR FIXTURES TO BE WP W/GFI BREAKERS 3. FINISH, COLOR & SPECS MUST BY SIGNED OFF & APPROVED BY OWNER. SUBMIT SHOP DWGS, CUT SHEETS OF SAMPLES FOR OWNERS APPROVAL PRIOR TO ORDER OF COMMENCING ANY WORK. / //vn F/Ya A-22 ©0 REFRIGERATOR A-22 O@ SINK A-22 • ono IS!IIWA$HERR 1 A-24 A-24 E f %//z% ENTRY A-32 ///%////// A-32� ® A-33 REFRI ERATOR A-10 i " EXIST. FLOOR PLAN (LIGHT) Q —1 SCALE 1/4°=V-0• SINK DISHWASHER I♦ A-1 A-1! AC BC A-14 BC A-12 &ri ENTRY A-26 CEO A 26 j/ " EXIST. FLOOR PLAN (POWER) E SCALE 1/4'=1'-0• A-28 J A-28 O A 28 O • • • • • •• • •••••• • •••••• •••• • • •••• •••••• • • •• •• •••••• • • • • • • • • • ••• • / • • • • • • •• • •:• •• NOTE. -DESIGN LIMITED TO SCOPE OF WORK ANY CORRECTIONS, INK MARKS, YYHITE OUT OR STICK.ONS HALL VOID THESE DRµ%INOS AND CALCULATIONS. COPYRIGHT lEvIneyr. THIS DOCUMENT IS THE PROPERTY OF (ENGINEER AND SHALL NOT SE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. 1 • • • REVISIONS NO. DATE •• ... _ • •• OOOOOO • • •••••• • • FOYER & DOOR VALID ON Y WITH RAISE PE SEAL VALID FOR (1PERMIT ONLY Juan C. Moreno FL Reg P.E. # 69818 (DATE: 09-29-2017 SCALE: AS SHOWN) DESIGNED: J.M. DRAWN: J.M. DRAWING NO. E-2 SHEET 2 Of) 3 ELECTRICAL LEGEND SYMBOL DESCRIPTION $ WALL SWITCH (SINGLE, DOUBLE) S3 THREE WAY WALL SWITCH DUPLEX RECEPTACLE GFI DUPLEX RECEPTACLE -¢ LIGHT FIXTURE ® 240 V RECEPTACLE H-O WALL MOUNTED LIGHT ® SMOKE DETECTOR EXHAUST FAN a DATA & CABLE WEATHER PROOF LIGHT AT RISER * CLG. FAN W/LIGHT & P.C. LIGHT 1' X 4' j O THERMOSTAT O RECESS SOLID STATE IN CEILING cpc;EXTERIOR `� v SECURITY LIGHT CONTROLLED BY MOTION DETECTOR ® EXIST SIGN EMERGENCY LIGHT 0 VAPOR RESISTANT SHOWER LIGHT ELECTRICAL PANEL ABBREVIATIONS: EXIST. ELECT. FIXTURE TO BE RELOCATED NEW ELECT. FIXTURE EXISTING TO REMAIN AC ABOVE COUNTER BC BELOW COUNTER UC UNDER CABINET C. COUNTER TOP LEVEL GFI GROUND FAULT INTERRUPTER VH VERIFY PRIOR TO INSTALLATION VP VAPOR PROOF WP WEATHER PROOF EL EXTERIOR LIGHT PB PUSH BUTTON - ALL OUTLETS IN ALL ROOMS, HALLS AND CLOSETS SHALL BE AFC! - ALL 10 AND 20 AMP RECEPTACLES SHALL BE TAMPER -RESISTANT NOTES: 1. ALL FIXTURES EQUIPMENT , OF ELEMENT SHOWN ARE TO BE PROVIDED BAY CONTRACTOR UNLESS OTHER WISE NOTED 2. ALL EXTERIOR FIXTURES TO BE WP W/GFI BREAKERS 3. FINISH, COLOR & SPECS MUST BY SIGNED OFF & APPROVED BY OWNER. SUBMIT SHOP DWGS, CUT SHEETS OF SAMPLES FOR OWNERS APPROVAL PRIOR TO ORDER OF COMMENCING ANY WORK. A-32 A-33 A-22 ©0 REFRIGERATOR A-22 0� 4 SINK A-22 0n0 .irsiTNASHE PROPOSED FLOOR PLAN (LIGHT) `JJ SCALE REFRIGERATOR r A-10 db® A-1ACI `# 1/4' 1'-0" SINK DISHWASHER A-1 . A A-14 1 BC O BC 0 0 0 liODO( A-32 ` 1' A-24 ' I S II 0� A-24 �3S3® A-24 NEW FOYER N)A-32 ON A-32 ®A-32 4'-3%2' Il A-12 AC 6 A-26 0 3PROPOSED FLOOR PLAN (POWER) -.� SCALE 114•=1'-0• ii i OA-32 4'-3%2" rh A-26 00 A-26 NEW FOYER 7.„ A-26 O A-28 A-28 A 28 • • • • • •• • OOOOOO • •••••• •••• • • • • • • ••••.. • • •• •• •••••• • • • • • • . • • • ••• • REVISIONS NO. DATE • •• • • • • •• • • • •• • •• NOTE' -DESIGN LIMITED TO SCOPE OF WORK .M1Y CORRECTIONS, INK MARKS, WHITE OUT OR STICWONS MIL VOID THESE DRAWINO.S AND CALCULATIONS. COPYRIGHTIEr*Inwr. THIS DOCUMENT IS THE PROPERTY OF IENGINEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. • • CL oes 0 w 0 0 0 0 000000 • • • •••••• • • 0000• . FOYER & DOOR VALID ONLY WITH RAISE PE SEAL. VALID FOR (1) PERMIT ONLY 0, 5_ Juan C. M o FL Reg P.E. # 69818 DATE: 09-29-2017) SCALE: AS SHOWN (DESIGNED: J.M. DRAWN: J.M. C W U DRAWING NO. E-3 SHEET 3 oD! 3