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<br />LOCATION MAP
<br />PROFESSIONAL ENGINEERING EXEMPTIONS
<br />PER CHAPTER 471, FLORIDA STATUTES, THE FOLLOWING IS STATED:
<br />471.003 QUALIFICATIONS FOR PRACTICE; EXEMPTIONS
<br />(2) THE FOLLOWING PERSONS ARE NOT REQUIRED TO BE
<br />LICENSED UNDER THE PROVISIONS OF THIS CHAPTER AS A
<br />LICENSED ENGINEER:
<br />(H) ANY ELECTRICAL, PLUMBING, AIR-CONDITIONING, OR
<br />MECHANICAL CONTRACTOR WHOSE PRACTICE INCLUDES THE
<br />DESIGN AND FABRICATION OF ELECTRICAL, PLUMBING. AIR-
<br />CONDITIONING, OR MECHANICAL SYSTEMS, RESPECTIVELY,
<br />WHICH SHE OR HE INSTALLS BY VIRTUE OF A LICENSE ISSUED
<br />UNDER CHAPTER 489, UNDER PART 1 OF CHAPATER 553, OR
<br />UNDER ANY SPECIAL ACT OR ORDINANCE WHEN WORKING ON
<br />ANY CONSTRUCTION PROJECT WHICH:
<br />1. REQUIRES AN ELECTRICAL OR PLUMBING OR AIR CONDITIONING
<br />AND REFRIGERATION SYSTEMS WITH A VALUE OF $50,000 OR
<br />LESS; AND
<br />2. A. REQUIRES AN AGGREGATE SERVICE CAPACITY OF 600 AMPERES
<br />(240 VOLTS) OR LESS ON A RESIDENTIAL ELECTRICAL SYSTEM
<br />OR 800 AMPERES (240 VOLTS) OR LESS ON A COMMERCIAL OR
<br />INDUSTRIAL ELECTRICAL SYSTEM:
<br />B. REQUIRES A PLUMBING SYSTEM WITH FEWER THAN 250
<br />FIXTURE UNITS; OR
<br />C. REQUIRES A HEATING. VENTILATION, AND AIR CONDITIONING
<br />SYSTEM NOT TO EXCEED A 15 TON -PER -SYSTEM CAPACITY, OR
<br />IF THE PROJECT IS DESIGNED TO ACCOMMODATE 100 OR
<br />FEWER PERSONS.
<br />INDEX
<br />CS DESIGN DATA
<br />SITE SITE PLAN
<br />N-1 NOTES
<br />S-1 FLOOR PLAN PROPOSED
<br />S-2 FOUNDATION PLAN
<br />S-3 ROOF FRAMING PLAN
<br />S-4 DETAILS
<br />S-5 ELELVATIONS
<br />S-6 ELECTRICAL
<br />S-7 MECHANICAL
<br />0-8 PLUMBING
<br />GENERAL NOTES
<br />1 ALL WORK LISTED, SHOWN OR IMPLIED ON ANY OF THE CONTRACT DOCUMENTS SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR
<br />EXCEPT WHERE NOTED. THE CONTRACTOR SHALL CLOSELY COORDINATE WORK WITH THAT OF OTHER SUBCONTRACTORS OR VENDORS TO
<br />ASSURE THAT THE SCHEDULES ARE MET AND ALL WORK IS DONE IN CONFORMANCE WITH THE MANUFACTURES REQUIREMENTS OF GOVERN
<br />AUTHORITIES HAVING JURISDICTION OVER THE PROJECT.
<br />2. CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL DIMENSIONS BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE RESPONSIBLE
<br />FOR VERIFICATION OF EXISTING CONDITIONS AND COORDINATE ALL THE WORK TO ENSURE COMPLETE COMPLIANCE WITH DRAWINGS AND
<br />SPECIFICATIONS. REPORT ANY DISCREPANCIES OF POTENTIAL PROBLEMS TO THE ARCHITECT IN WRITING PRIOR TO PROCEEDING WITH THE
<br />WORK. FAILURE TO DO SO SHALL CONSTITUTE ACCEPTANCE OF THE EXISTING CONDITIONS. IN THE EVENT THAT THERE ARE DISCREPANCIES OR
<br />AMBIGUITIES IN, OR OMISSION FROM. THE DRAWINGS OR SPECIFICATIONS OR SHOULD THERE BE DOUBT AS TO THE MEANING AND INTENT. THE
<br />ARCHITECT SHALL BE NOTIFIED TO PROVIDE WRITTEN CLARIFICATION.
<br />3. ALL WORK UNDER THE CONTRACT IS TO BE PERFORMED TO PROVIDE A COMPLETE AND FINISHED PRODUCT, AND SHALL BE WARRANTIED FOR
<br />ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ANY DEFECTS OR DISCREPANCIES.
<br />4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY
<br />DURING THE EXECUTION OF THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL NECESSARY TEMPORARY BARRIERS,
<br />LIGHTING COVERINGS, FIRE PROTECTION, AND OTHER EQUIPMENT TO PROTECT THE SAFETY OF ALL PERSONS AND THE PROPERTY
<br />THROUGHOUT THE ENTIRE PERIOD OF CONSTRUCTION.
<br />5. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF ALL WORK FROM DAMAGE AND SHALL PROTECT ADJACENT
<br />PROPERTIES FROM INJURY OR LOSS ARISING IN CONNECTION WITH WORK. EXTREME CARE SHALL BE EXERCISED TO PREVENT DAMAGE TO NEW
<br />MATERIALS AND SUPPLIES AND NEW AND EXISTING EQUIPMENT, STRUCTURES AND SERVICES.
<br />6. THE CONTRACTOR SHALL MAINTAIN THE SITE IN GOOD. CLEAN CONDITION AND SHALL BE RESPONSIBLE FOR CONTINUOUS CLEAN UP OF ALL
<br />DEBRIS.
<br />7. PENETRATIONS TO THE FIRE RATED ASSEMBLIES SHALL BE PROTECTED BY A U.L APPROVED FIRE -STOP SYSTEM.
<br />8. THE DESIGN, ADEQUACY AND SAFETY OF ERECTING AND BRACING, SHORING OR TEMPORARY SUPPORTS ARE THE SOLE RESPONSIBILITY OF THE
<br />CONTRACTOR THE CONTRACTOR IS RESPONSIBLE OF THE STRUCTURE PRIOR TO THE APPLICATION OF FINISH MATERIALS. THE CONTRACTOR IS
<br />SOLELY RESPONSIBLE FOR THE MEANS, METHODS; PROCEDURES AND SEQUENCES OF THE PROJECT.
<br />9. THE CONTRACTOR SHALL RETAIN A CURRENT AND COMPLETE SET OF THE CONTRACT DOCUMENTS (PERMIT SET), ALONG WITH AND SHOP
<br />DRAWINGS, MANUFACTURERS INSTALLATIONS INSTRUCTIONS. AND ANY FLORIDA PRODUCT APPROVALS AT THE JOB SITE DURING ALL PHASES OF
<br />THE WORK. THIS MATERIAL MUST BE ACCESSIBLE TO INSPECTORS DURING VISITS AND INSPECTIONS. ALL REVISIONS SHALL BE RECORDED BY
<br />THE CONTRACTOR TO ESTABLISH A RECORD SET OF DOCUMENTS FOR THE PROJECT.
<br />10. FBC SECTION 110.3.4 TERMITES.
<br />BUILDING COMPONENTS AND BUILDING SURROUNDINGS REQUIRE TO BE PROTECTED FROM TERMITE DAMAGE IN ACCORDANCE WITH SECTION
<br />1503.7, SECTION 2304.13 OR SECTION 2304.11.6. SPECIFICALLY REQUIRED TO BE INSPECTED FOR TERMITES IN ACCORDANCE WITH SECTION 2114
<br />OR REQUIRED TO HAVE CHEMICAL SOIL TREATED IN ACCORDANCE WITH SECTION 1816 SHALL NOT BE COVERED OR CONCEALED UNTIL THE
<br />RELEASE FROM THE BUILDING OFFICIAL HAS BEEN RECEIVED.
<br />AWN
<br />"T E D UVIF L _ ,21C'
<br />6554 BRENTWOOD DR
<br />ZEPHYHILLS ,FL
<br />DESIGN DATA
<br />COMPONENTS & CLADDING
<br />THIS STRUCTURE HAS BEEN DESIGNED IN DESIGN PRESSURES (PSF)
<br />ACCORDANCE WITH FLORID/, BUILDING CODE 2020 V(asd)
<br />SEVENTH EDITION ROOF - O1 18.1 / -32.5
<br />ASCE 7 10
<br />WINDBORNE DEBRIS AREA -YES O2 18 1 / -44 9
<br />STRUCTURE DESIGN - ENCLOSED
<br />V(ult) ULTIMATE DESIGN WIND SPEED - 150MPH 0 18.1 / -44 9
<br />V(asd) NOMINAL DESIGN WIND SPEED - 116MPH
<br />RISK CATEGORY - II WALLS - ® 24 3 / -26.3
<br />WIND EXPOSURE -B O 24 3 ! -325
<br />SURFACE ROUGHNESS -B
<br />INTERNAL PRESSURE COEF - 0.18
<br />BUILDING HEIGHT MAXIMUM 30 FT GARAGE DOOR (9 X 7) 21.3 / -24.1
<br />HEIGHT & EXPOSURE COEFFICIENT - 1.00 (16 X 7) 20.4 / -22 7
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<br />GABLE ROOF
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<br />h =25.0 f t.
<br />HIP ROOF a
<br />COMPONENTS & CLADDING DEFER TO PLAN ROOF ANGLE 7-27 DEGREES
<br />DEAD LO:�D ACTUAL PSF
<br />LIVE LOAD
<br />ROOF 20 PSF
<br />FLOOR 40 PSF
<br />CONCRETE 3000 Psi
<br />REINFORCING STEEL GRADE 40 (MI\ )
<br />LUMBER S.P. #2
<br />SOIL_ 1500 PSF (ASSUMED)
<br />SCOPE OF WORK
<br />CLASSIFICA I ION: LEVEL 2
<br />SITE INFORMATION EXISTING
<br />ADDRESS 6554 BRENTWOOD DR.
<br />ZFPHYRHILLS. FL 33542
<br />PARCELID:
<br />EACH ILNl_I'
<br />BUILDING DATA \EW
<br />BASE 1600 SF
<br />PORCH 61 SF
<br />GARAGE 550 SF
<br />IOI-AL 2-111 SF
<br />CODE STANDARDS
<br />CODES & STANDARDS
<br />THE CURRENT EDITION OF THE FOLLOWING CODES DESIGN CRITERIA AND REGULATIONS
<br />GOVERNING THIS PROJECT WILL BE USED UNLESS OTHERWISE NOTED,
<br />A. THE FLORIDA STATE BUILDING CODE 2020 7TH EDITION BUILDING CODE
<br />1 MECHANICAL CODI_
<br />2. PLUMBING CODE
<br />3. FUEL GAS CODE
<br />B. THE FLORIDA FIFE PREVENTION CODE 7TH EDITION 2020
<br />1 STATE FIRE PREVENTION AND CONTROL CHAPTER 623, PER FLORIDA STATUES
<br />C. NATIONAL FIRE PROTECTION ASSOCIATION CODE (NFPA)
<br />1 NFPA 1 - FIRE PREVENTION CODE- 2020 EDITION
<br />2 NFPA 10 - PORTAB_E FIRE EXTINGUISHERS
<br />3 NFPA 85 - AIR CONDITIONING AND VENTILATION
<br />4. NFPA 101 - LIFE SAFETY CODE - 2020 EDITION
<br />5 NFPA 110 - EMERGENCY AND STANDBY POWER SYSTEMS
<br />D. ELECTRICAL AND PLUMBING CODES
<br />1 FLORIDA STATE ELECTRIC CODE, PER FLORIDA STATUTES
<br />2. STATE PLUMBING ODE, PER FLORIDA STATUTES
<br />3 NATIONAL ELECTRIC CODE NEC 2017
<br />4. FLORIDA STATE SANITARY CODE
<br />5 NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION, NEMA f�
<br />ALL WORK SHALL COMPLY WITH
<br />NFFA CODES AND STANDARDS
<br />ALL WORK SHALL COr�I,L.v U4fP;Ft `�'�tEVAILING
<br />CODE'S FLORIDA 6UII.Xj- ,):` 114,,
<br />NATIONAL ELECTRI"CODE.
<br />AND THE CITY OF >c ilL! s
<br />ORDINANCES
<br />REVIEW DATE A,: 10- �.:
<br />CITY OF ZEPHYRHlLI 1 RE'�EWDATE I I vl(
<br />PLAN EXAMINER CITY OF ZEPHYRH LLS
<br />91RE AND LIFE SAFETY EXAMINER
<br />CONTRACTOR TO RETAIN SURVEYOR TO RETAIN
<br />THAT FINISHED FLOOR ELEVATION WILL MEET
<br />MINIMUM ELEVATIONS SET BY GOVERNMENTAL
<br />CODES
<br />DATE: MARCH 15TH 2O20
<br />SCALE: AS NOTED
<br />DRAWN:J. WASILEWSKI
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<br />LPLEX RESIDENCE
<br />6554 BRENTWOOD DR.
<br />�ZEPHYRHILLS, FL
<br />yl-
<br />COVER SHEET
<br />I HEREBY CERTIFYTHAT I HAVF REVIEWED THE
<br />,ATTACHED DESIGN AND
<br />FOUND IT TO BE IN
<br />COMPLIANCE WITH THE
<br />STRUCTURAL
<br />PROVISIONS OF THE
<br />FLORIDA BUILDING CODE
<br />2020 SEVENTH EDITION
<br />THE ENGINEER HAS NOT REVIEWED THE
<br />PRE-ENGINEERE T
<br />USS MANUFATURER'S
<br />LAYOUT TO DET R INE
<br />ANY LOAD BRG.
<br />CONDITIONS AN R
<br />ERNES THE RIGHT TO
<br />MAKE ANY CHAN E
<br />FTER TRUSS LOAD
<br />INFORMATI IS U
<br />LIED TO THE ENGINEER.
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