Loading...
HomeMy WebLinkAbout6552 & 6554 Brentwood DrVALLEYDALE P .�- �. _.N A T V E R OAKS 0 l S�; lil<. SILVER OAK" PARK AAGE N1ap c ;tn C_"2021 LOCATION MAP PROFESSIONAL ENGINEERING EXEMPTIONS PER CHAPTER 471, FLORIDA STATUTES, THE FOLLOWING IS STATED: 471.003 QUALIFICATIONS FOR PRACTICE; EXEMPTIONS (2) THE FOLLOWING PERSONS ARE NOT REQUIRED TO BE LICENSED UNDER THE PROVISIONS OF THIS CHAPTER AS A LICENSED ENGINEER: (H) ANY ELECTRICAL, PLUMBING, AIR-CONDITIONING, OR MECHANICAL CONTRACTOR WHOSE PRACTICE INCLUDES THE DESIGN AND FABRICATION OF ELECTRICAL, PLUMBING. AIR- CONDITIONING, OR MECHANICAL SYSTEMS, RESPECTIVELY, WHICH SHE OR HE INSTALLS BY VIRTUE OF A LICENSE ISSUED UNDER CHAPTER 489, UNDER PART 1 OF CHAPATER 553, OR UNDER ANY SPECIAL ACT OR ORDINANCE WHEN WORKING ON ANY CONSTRUCTION PROJECT WHICH: 1. REQUIRES AN ELECTRICAL OR PLUMBING OR AIR CONDITIONING AND REFRIGERATION SYSTEMS WITH A VALUE OF $50,000 OR LESS; AND 2. A. REQUIRES AN AGGREGATE SERVICE CAPACITY OF 600 AMPERES (240 VOLTS) OR LESS ON A RESIDENTIAL ELECTRICAL SYSTEM OR 800 AMPERES (240 VOLTS) OR LESS ON A COMMERCIAL OR INDUSTRIAL ELECTRICAL SYSTEM: B. REQUIRES A PLUMBING SYSTEM WITH FEWER THAN 250 FIXTURE UNITS; OR C. REQUIRES A HEATING. VENTILATION, AND AIR CONDITIONING SYSTEM NOT TO EXCEED A 15 TON -PER -SYSTEM CAPACITY, OR IF THE PROJECT IS DESIGNED TO ACCOMMODATE 100 OR FEWER PERSONS. INDEX CS DESIGN DATA SITE SITE PLAN N-1 NOTES S-1 FLOOR PLAN PROPOSED S-2 FOUNDATION PLAN S-3 ROOF FRAMING PLAN S-4 DETAILS S-5 ELELVATIONS S-6 ELECTRICAL S-7 MECHANICAL 0-8 PLUMBING GENERAL NOTES 1 ALL WORK LISTED, SHOWN OR IMPLIED ON ANY OF THE CONTRACT DOCUMENTS SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR EXCEPT WHERE NOTED. THE CONTRACTOR SHALL CLOSELY COORDINATE WORK WITH THAT OF OTHER SUBCONTRACTORS OR VENDORS TO ASSURE THAT THE SCHEDULES ARE MET AND ALL WORK IS DONE IN CONFORMANCE WITH THE MANUFACTURES REQUIREMENTS OF GOVERN AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. 2. CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL DIMENSIONS BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF EXISTING CONDITIONS AND COORDINATE ALL THE WORK TO ENSURE COMPLETE COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS. REPORT ANY DISCREPANCIES OF POTENTIAL PROBLEMS TO THE ARCHITECT IN WRITING PRIOR TO PROCEEDING WITH THE WORK. FAILURE TO DO SO SHALL CONSTITUTE ACCEPTANCE OF THE EXISTING CONDITIONS. IN THE EVENT THAT THERE ARE DISCREPANCIES OR AMBIGUITIES IN, OR OMISSION FROM. THE DRAWINGS OR SPECIFICATIONS OR SHOULD THERE BE DOUBT AS TO THE MEANING AND INTENT. THE ARCHITECT SHALL BE NOTIFIED TO PROVIDE WRITTEN CLARIFICATION. 3. ALL WORK UNDER THE CONTRACT IS TO BE PERFORMED TO PROVIDE A COMPLETE AND FINISHED PRODUCT, AND SHALL BE WARRANTIED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ANY DEFECTS OR DISCREPANCIES. 4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE EXECUTION OF THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL NECESSARY TEMPORARY BARRIERS, LIGHTING COVERINGS, FIRE PROTECTION, AND OTHER EQUIPMENT TO PROTECT THE SAFETY OF ALL PERSONS AND THE PROPERTY THROUGHOUT THE ENTIRE PERIOD OF CONSTRUCTION. 5. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF ALL WORK FROM DAMAGE AND SHALL PROTECT ADJACENT PROPERTIES FROM INJURY OR LOSS ARISING IN CONNECTION WITH WORK. EXTREME CARE SHALL BE EXERCISED TO PREVENT DAMAGE TO NEW MATERIALS AND SUPPLIES AND NEW AND EXISTING EQUIPMENT, STRUCTURES AND SERVICES. 6. THE CONTRACTOR SHALL MAINTAIN THE SITE IN GOOD. CLEAN CONDITION AND SHALL BE RESPONSIBLE FOR CONTINUOUS CLEAN UP OF ALL DEBRIS. 7. PENETRATIONS TO THE FIRE RATED ASSEMBLIES SHALL BE PROTECTED BY A U.L APPROVED FIRE -STOP SYSTEM. 8. THE DESIGN, ADEQUACY AND SAFETY OF ERECTING AND BRACING, SHORING OR TEMPORARY SUPPORTS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR THE CONTRACTOR IS RESPONSIBLE OF THE STRUCTURE PRIOR TO THE APPLICATION OF FINISH MATERIALS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS; PROCEDURES AND SEQUENCES OF THE PROJECT. 9. THE CONTRACTOR SHALL RETAIN A CURRENT AND COMPLETE SET OF THE CONTRACT DOCUMENTS (PERMIT SET), ALONG WITH AND SHOP DRAWINGS, MANUFACTURERS INSTALLATIONS INSTRUCTIONS. AND ANY FLORIDA PRODUCT APPROVALS AT THE JOB SITE DURING ALL PHASES OF THE WORK. THIS MATERIAL MUST BE ACCESSIBLE TO INSPECTORS DURING VISITS AND INSPECTIONS. ALL REVISIONS SHALL BE RECORDED BY THE CONTRACTOR TO ESTABLISH A RECORD SET OF DOCUMENTS FOR THE PROJECT. 10. FBC SECTION 110.3.4 TERMITES. BUILDING COMPONENTS AND BUILDING SURROUNDINGS REQUIRE TO BE PROTECTED FROM TERMITE DAMAGE IN ACCORDANCE WITH SECTION 1503.7, SECTION 2304.13 OR SECTION 2304.11.6. SPECIFICALLY REQUIRED TO BE INSPECTED FOR TERMITES IN ACCORDANCE WITH SECTION 2114 OR REQUIRED TO HAVE CHEMICAL SOIL TREATED IN ACCORDANCE WITH SECTION 1816 SHALL NOT BE COVERED OR CONCEALED UNTIL THE RELEASE FROM THE BUILDING OFFICIAL HAS BEEN RECEIVED. AWN "T E D UVIF L _ ,21C' 6554 BRENTWOOD DR ZEPHYHILLS ,FL DESIGN DATA COMPONENTS & CLADDING THIS STRUCTURE HAS BEEN DESIGNED IN DESIGN PRESSURES (PSF) ACCORDANCE WITH FLORID/, BUILDING CODE 2020 V(asd) SEVENTH EDITION ROOF - O1 18.1 / -32.5 ASCE 7 10 WINDBORNE DEBRIS AREA -YES O2 18 1 / -44 9 STRUCTURE DESIGN - ENCLOSED V(ult) ULTIMATE DESIGN WIND SPEED - 150MPH 0 18.1 / -44 9 V(asd) NOMINAL DESIGN WIND SPEED - 116MPH RISK CATEGORY - II WALLS - ® 24 3 / -26.3 WIND EXPOSURE -B O 24 3 ! -325 SURFACE ROUGHNESS -B INTERNAL PRESSURE COEF - 0.18 BUILDING HEIGHT MAXIMUM 30 FT GARAGE DOOR (9 X 7) 21.3 / -24.1 HEIGHT & EXPOSURE COEFFICIENT - 1.00 (16 X 7) 20.4 / -22 7 cl GABLE ROOF O O 19 O O O O U 00000�� O h 2 2 0 o a 0 ) O2 22 2 O � 0 a = 4.0 ft. h =25.0 f t. HIP ROOF a COMPONENTS & CLADDING DEFER TO PLAN ROOF ANGLE 7-27 DEGREES DEAD LO:�D ACTUAL PSF LIVE LOAD ROOF 20 PSF FLOOR 40 PSF CONCRETE 3000 Psi REINFORCING STEEL GRADE 40 (MI\ ) LUMBER S.P. #2 SOIL_ 1500 PSF (ASSUMED) SCOPE OF WORK CLASSIFICA I ION: LEVEL 2 SITE INFORMATION EXISTING ADDRESS 6554 BRENTWOOD DR. ZFPHYRHILLS. FL 33542 PARCELID: EACH ILNl_I' BUILDING DATA \EW BASE 1600 SF PORCH 61 SF GARAGE 550 SF IOI-AL 2-111 SF CODE STANDARDS CODES & STANDARDS THE CURRENT EDITION OF THE FOLLOWING CODES DESIGN CRITERIA AND REGULATIONS GOVERNING THIS PROJECT WILL BE USED UNLESS OTHERWISE NOTED, A. THE FLORIDA STATE BUILDING CODE 2020 7TH EDITION BUILDING CODE 1 MECHANICAL CODI_ 2. PLUMBING CODE 3. FUEL GAS CODE B. THE FLORIDA FIFE PREVENTION CODE 7TH EDITION 2020 1 STATE FIRE PREVENTION AND CONTROL CHAPTER 623, PER FLORIDA STATUES C. NATIONAL FIRE PROTECTION ASSOCIATION CODE (NFPA) 1 NFPA 1 - FIRE PREVENTION CODE- 2020 EDITION 2 NFPA 10 - PORTAB_E FIRE EXTINGUISHERS 3 NFPA 85 - AIR CONDITIONING AND VENTILATION 4. NFPA 101 - LIFE SAFETY CODE - 2020 EDITION 5 NFPA 110 - EMERGENCY AND STANDBY POWER SYSTEMS D. ELECTRICAL AND PLUMBING CODES 1 FLORIDA STATE ELECTRIC CODE, PER FLORIDA STATUTES 2. STATE PLUMBING ODE, PER FLORIDA STATUTES 3 NATIONAL ELECTRIC CODE NEC 2017 4. FLORIDA STATE SANITARY CODE 5 NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION, NEMA f� ALL WORK SHALL COMPLY WITH NFFA CODES AND STANDARDS ALL WORK SHALL COr�I,L.v U4fP;Ft `�'�tEVAILING CODE'S FLORIDA 6UII.Xj- ,):` 114,, NATIONAL ELECTRI"CODE. AND THE CITY OF >c ilL! s ORDINANCES REVIEW DATE A,: 10- �.: CITY OF ZEPHYRHlLI 1 RE'�EWDATE I I vl( PLAN EXAMINER CITY OF ZEPHYRH LLS 91RE AND LIFE SAFETY EXAMINER CONTRACTOR TO RETAIN SURVEYOR TO RETAIN THAT FINISHED FLOOR ELEVATION WILL MEET MINIMUM ELEVATIONS SET BY GOVERNMENTAL CODES DATE: MARCH 15TH 2O20 SCALE: AS NOTED DRAWN:J. WASILEWSKI t CD r N CD � r Lo 00 w cy) co m 0) LS-) O � X N = r � U 00 JLn`r)U O Z p C`7 14k J I LLI olfZ Li- 00() Q00NNZ w � Cy �00 rU_ r _1 00 _1 w [1,00 L r r U) I M j O m L(-) w0Jx J ;�: LL Q U) Q � LL <wwocfl ~ r 00 Q 00 Lo Q U cy r CDw Lo U � J I"--w ErUi -- w LPLEX RESIDENCE 6554 BRENTWOOD DR. �ZEPHYRHILLS, FL yl- COVER SHEET I HEREBY CERTIFYTHAT I HAVF REVIEWED THE ,ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE STRUCTURAL PROVISIONS OF THE FLORIDA BUILDING CODE 2020 SEVENTH EDITION THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERE T USS MANUFATURER'S LAYOUT TO DET R INE ANY LOAD BRG. CONDITIONS AN R ERNES THE RIGHT TO MAKE ANY CHAN E FTER TRUSS LOAD INFORMATI IS U LIED TO THE ENGINEER. taetrie,e SEALED R L.. C4 N L Y a IN 15586 • ATE OF ;��UZ , � ! .OR�OP�j��` ,,� �r �ONA1-�0 `c s COI`, DES ROC WAL I O.H. - i - i - I I I I _1 1' 1 1 1 1 I 1 ■' II II I 1 1 1111 DATE: MARCH 15TH 2O20 SCALE: 1 /16" / FT DRAWN:J. WASILEWSKI 0 rn� J � � Q LL X N o��U co U� `n � Q M W °- , 47 - N00 PARCEL 1 PARCEL 2 M rn 00 00 0 00 0 r- 0 82'-811 0 c? - d. M M o PROPOSED w F N ch ONE STORY M M z DUPLEX � I � 0 0 Z -j 3: LL < PROPOSED PROPOSED LL CONIC. CONC. D/W DAN ct Lo 5' UTILITY EASEMENT — — — — — S—8035'49"E— 94.02" — — — — — — — 5�2�1a,11 ��3�5 NGRESS & EGRESS \ EASEMENT S 88035'49"W 108.66" 1 BRENTWOOD DR Ii i i10 I -__ t-1 L !J L- 1_I - - ' - - i ' _1 !II 1 I I II I I ,'I _ JI 1L 1- '__ - LL_ STRUCTURAL SPECIFICATIONS MISCELLANEOUS 1. THE STRUCTURAL SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS HAVE BEEN MADE AND ALL CONCRETE HAS REACHED ITS MINIMUM DESIGN STRENGTH, AS SHOWN IN THE STRUCTURAL DOCUMENTS. 2. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO ENSURE THE SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM IS COMPLETED. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, SHORING, GUYS OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 3. CONTRACTOR TO SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS REQUIRED. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION. 7. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REFERENCED BUILDING CODE. 8. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. DO NOT SCALE DRAWINGS. 9. CONTACT ENGINEER WITH ANY QUESTIONS OR DISCREPANCIES FOUND ON DRAWINGS. 10. CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. 11. SUBMIT SIGNED & SEALED SHOP DRAWINGS AS REQUIRED HEREIN. ALL SUBMITTALS SHALL BE CHECKED AND SIGNED BY THE GENERAL CONTRACTOR AND SIGNED AND SEALED BY THE DELEGATED ENGINEER, WHERE SPECIFIED HEREIN. 12. SUBMIT ONE PRINT AND ONE REPRODUCIBLE OF ALL SHOP DRAWINGS. IT IS THE FULL RESPONSIBILITY OF THE G. C. TO CHECK COLRD. VERIFY THE CONFORMANCE OF SHOP DRAWINGS WITH CONTRACT DOCUMENTS. AND APROVE ALL SHOP DRAWINGS. 13. ANY CHANGES TO THE STRUCTURE SHALL HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING WORK ON ITEMS AFFECTED. 14. CONTRACTOR SHALL NOTIFY THE BUILDING DEPT. WHEN THE STRUCTURAL SYSTEM IS SUBSTANTIALLY COMPLETED, AND BEFORE SHEATHING, CEILINGS, OR ROOFING IS INSTALLED. SITE WORK 1. A SUBSURFACE INVESTIGATION IS TO BE COMPLETED AT THE PROJECT SITE BY A FL LICENSED P.E. BORING LOGS AND SITE PREPARATION PROCEDURES SHALL BE INCLUDED IN THE PROJECT SOILS REPORT, WHICH WILL BE AN INTEGRAL PART OF THESE CONTRACT DOCUMENTS. 2. ALL SITE WORK INCLUDING STRIPPING, BACK FILLING & PROOF ROLLING SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT. 3. SINCE DESIGN SOIL BEARING PRESSURE INFO. WAS NOT AVAILABLE AT THE TIME THESE DRAWINGS WERE PREPARED, A SOIL BEARING PRESSURE CAPACITY OF 1500 PSF WAS ASSUMED. (CONTRACTOR VERIFY) 6. FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BACKFILLING PRESSURES UNTIL FLOOR SLABS AT TOP AND BOTTOM ARE IN PLACE. 7. THE SIDES OF FOOTINGS MAY BE EARTH FORMED IF THE EXCAVATION CAN BE KEPT VERTICAL, CLEAN, AND STABLE, OTHERWISE, PLYWOOD FORMS MUST BE USED. IF EARTH SIDE FORMS ARE TO BE USED, INCREASE FOOTING DIMENSIONS BY 2". 8. EXERCISE CARE WHEN COMPACTING NEAR ADJACENT STRUCTURES. FOLLOW THE RECOMMENDATIONS IN THE SOILS REPORT AND DOCUMENT EXISTING CONDITIONS WITH PHOTOGRAPHS PRIOR TO STARTING WORK. CAST IN PLACE CONCRETE 1. ALL CAST IN PLACE CONCRETE WORK INCLUDES REINFORCING STEEL AND RELATED WORK SHOWN INCLUDING FORMWORK, SETTING ANCHOR BOLTS, PLATES, FRAMES, DOWELS FOR MASONRY OR OTHER ITEMS EMBEDDED IN CONCRETE. 2. APPLICABLE STANDARDS ACI NUMBER TITLE 117 STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION 226 GROUND GRANULATED BLAST FURNACE SLAG 301 STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS 302 GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION 304 GUIDE FOR MEASURING MIXING, TRANSPORTING AND PLACING CONCRETE 304.2 R91 PLACING CONCRETE BY PUMPING METHODS. 305R HOT WEATHER CONCRETING 306R COLD WEATHER CONCRETING 308 STANDARD PRACTICE FOR CURING CONCRETE 309R GUIDE FOR CONSOLIDATION OF CONCRETE 315 MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE 347 RECOMMENDED PRACTICE FOR CONCRETE FORMWORK 63 RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS 3. CONCRETE MATERIALS a) PORTLAND CEMENT: ASTM C 150, TYPE I b) AGGREGATES: NORMAL WEIGHT CONCRETE, COARSE AND FINE, ASTM C33 c) AIR -ENTRAINING: ASTM C260 d) WATER REDUCING: ASTM C494, TYPE A e) WATER: FRESH, CLEAN AND POTABLE f) NO ACCELERATORS, RETARDERS OR ADMIXTURES CONTAINING CHLORIDES WILL BE PERMITTED FLY -ASH: ASTM C618, CLASS F, 20% MAXIMUM BY WEIGHT. DO NOT USE FOR EXPOSED SLABS OR ARCHITECTURAL CONCRETE. h) SUPER PLASTICIZER: ASTM C494, TYPE F OR G, WHERE AUTHORIZED BY THE ENGINEER. i) GROUND GRANULATED BLAST FURNACE SLAG CEMENT: ASTM C989, % MAXIMUM BY WEIGHT. j) MAXIMUM AGGREGATE SIZE: FOOTINGS = #57, OTHERS #67 4. REINFORCING MATERIALS a) DEFORMED BARS: ASTM A615, GRADE 60 b) SMOOTH DOWELS: ASTM A615, PLAIN BARS, MINIMUM YIELD STRENGTH OF 60,000 PSI. c) WELDED WIRE FABRIC: ASTM A185, PLAIN WIRE FABRIC IN FLAT SHEETS ONLY. d) ACCESSORIES TO CONFORM TO ACI 315. e) WHERE CONCRETE SURFACES ARE EXPOSED, MAKE THOSE PORTIONS OF ALL ACCESSORIES IN CONTACT WITH THE CONCRETE SURFACE OR WITHIN 1 /2 INCH THEREOF, OF PLASTIC OR STAINLESS STEEL. 5. PROVIDE THE FOLLOWING MINIMUM CONCRETE STRENGTHS AT 28 DAYS: a) FOOTINGS, SLAB -ON -GRADE = 3000 PSI b) MASONRY WALL BEAMS = 3000 PSI c) FORMED COLUMNS, BEAMS = 3000 PSI 6. CONCRETE MUST BE BATCHED, MIXED AND TRANSPORTED IN ACCORDANCE WITH THE SPECIFICATIONS FOR READY MIXED CONCRETE ASTM C94. 7. REQUIRED SLUMP = 4 PLUS OR MINUS ONE INCH. 8. CONCRETE MUST BE PLACED WITHIN 90 MINUTES OF BATCH TIME. 9. DO NOT ADD WATER AT THE JOB SITE WITHOUT APPROVAL OF THE PROJECT SUPERINTENDENT. DO NOT EXCEED THE SLUMP LIMITATION. USE ONLY COLD WATER FROM THE TRUCK TANK. ANY ADDED WATER MUST BE INDICATED ON THE DELIVERY TICKET PLUS THE NAME OF THE PERSON AUTHORIZING. 10. LAP SPLICE ALL BARS 30 DIAMETERS MINIMUM UNLESS OTHERWISE SHOWN OR NOTED. 11. PROVIDE CORNER BARS AT ALL WALL FOOTING, WALL AND BEAM CORNERS. SIZE AND NUMBER TO MATCH HORIZONTAL BARS. 12. ALL REINFORCEMENT SHALL BE FASTENED AND SECURED TOGETHER TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR THE PLACING OF CONCRETE. 13. REINFORCING BAR COVER a) FOOTINGS 3" b) COLUMNS AND BEAMS 1 1/2" c) SLABS 3/4" (INTERIOR) 1 1/2" (EXTERIOR) 14. SELECT PROPORTIONS IN ACCORDANCE WITH ACI 301 TO PROVIDE CONCRETE CAPABLE OF BEING PLACED WITHOUT EXCESSIVE SEGREGATION AND WITH ACCEPTABLE FINISHING PROPERTIES, DURABILITY, SURFACE HARDENERS, APPEARANCE, AND STRENGTH REQUIREMENTS REQUIRED BY THESE SPECIFICATIONS. 15. CHAIR WELDED WIRE FABRIC REINFORCING AT SO" ON CENTER MAXIMUM. 16. MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK-UP DATA IS AVAILABLE: a) 4000 PSI, 28 DAY COMPRESSIVE STRENGTH; W/C RATIO, 0.44 MAXIMUM (NON AIR ENTRAINED), 0.36 MAXIMUM (AIR ENTRAINED). b) 3000 PSI, 28 DAY COMPRESSIVE STRENGTH; W/C RATIO, 0.58 MAXIMUM (NON AIR ENTRAINED), 0.47 MAXIMUM (AIR ENTRAINED). 17. DATA TO BE SUBMITTED: a) INTENDED USAGE AND LOCATION FOR EACH TYPE b) MIX DESIGN FOR EACH TYPE c) CEMENT CONTENT IN POUNDS -PER -CUBIC YARD d) COARSE AND FINE AGGREGATE IN POUNDS/CUBIC YARD e) WATER CEMENT RATIO BY WEIGHT f) CEMENT TYPE AND MANUFACTURER g) SLUMP RANGE h) AIR CONTENT i) ADMIXTURE TYPE AND MANUFACTURER j) PERCENT ADMIXTURE BY WEIGHT k) STRENGTH TEST DATA REQUIRED TO ESTABLISH MIX DESIGN. 1) COMPLETE DETAIL AND PLACING SHOP DRAWINGS FOR ALL REINFORCING STEEL INCLUDING ACCESSORIES THAT HAVE BEEN REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR. INCLUDE ALL REQUIRED DIMENSIONS AND ELEVATIONS (IE. TOP OF CONCRETE). 18. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE CONSTRUCTION OF ALL FORMWORK, SHORING AND RESHORING IN ACCORDANCE WITH ACI 347. a) FORM AND SHORING DESIGN BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. b) EARTH CUTS MAY BE USED AS FORMS FOR FOOTING VERTICAL SURFACES: INCREASE SIZE BY TWO INCHES. 19. SUBMIT FORM WORK AND SHORING DRAWINGS TO LOCAL BUILDING DEPARTMENT WHEN REQUIRED BY FLORIDA THRESHOLD LAW. 20. CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS MUST BE MADE AND LOCATED TO LEAST IMPAIR THE STRENGTH OF THE STRUCTURE. a) NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN BEAMS, AND SLABS. b) LOCATION OF ANY CONSTRUCTION JOINT NOT SHOWN IS SUBJECT TO REVIEW AND ACCEPTANCE BY ENGINEER. 21. INTERNAL VIBRATION, PROPERLY APPLIED IS THE REQUIRED METHOD OF CONSOLIDATING PLASTIC CONCRETE. 22. PROVIDE 3/4" CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS AND WALLS UNLESS OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS. 23. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, AND SLAB RECESSES AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. NO SLEEVE, OPENINGS, OR INSERT MAY BE PLACED IN BEAMS, JOISTS, OR COLUMN UNLESS APPROVED BY THE ENGINEER. 24. CONTRACTOR SHALL VERIFY EMBEDDED ITEMS INCLUDING, BUT NOT LIMITED TO, ANCHOR BOLTS, BOLT CLUSTERS, WELD PLATES, ETC., BEFORE PLACING CONCRETE. NOTIFY ENGINEER OF ANY CONFLICTS WITH REBAR. 25. SEE DRAWINGS FOR REQUIRED CONCRETE FINISHES. 26. SLOPE ALL BALCONIES AND WALKWAYS TO DRAIN AWAY FROM THE BUILDING. 27. ALL BUILDING SITE AND SLABS -ON -GRADE SHALL BE 4" MINIMUM THICKNESS. a) REINFORCED WITH 6X6, W1.4 X W1.4 W.W.F. b) PLACED ON 6 MIL POLYETHYLENE VAPOR BARRIER. LAP 6" AND TAPE ALL JOINTS. c) SAW CUT CONTROL JOINTS ® LESS THAN OR EQUAL TO 15'-0" EACH WAY. d) SEE DRAWINGS FOR ANY ADDITIONAL CONDITIONS. 28. TESTING a) A QUALIFIED TESTING LAB SHALL BE RETAINED TO PERFORM QUALITY CONTROL WORK AND ON SITE TESTING. b) AIR TEST. ASTM C231 c) SLUMP TEST: ASTM 143 d) MOLD AND CURE TEST CYLINDERS (ASTM C31) AND TEST CYLINDERS FOR STRENGTH (ASTM C39). TAKE ONE TEST. FOUR CYLINDERS FOR EACH DAYS POUR OF 50 CUBIC YARDS, OR FRACTION THEREOF. TEST ONE CYLINDER AT 7 DAYS, TWO AT 28 DAYS AND ONE HOLD. e) ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO THE OWNER, ENGINEER, ARCHITECT AND GENERAL CONTRACTOR. 29. CONTRACTOR SHALL PROVIDE FLATNESS AND LEVELNESS IN CONCRETE SLABS PER ACI 302.1R, FIG. 8.15.1.1 MINIMUM REQUIRED "F" NUMBERS FOR TYPE OF SLAB USE. REFER TO ACI 117 FOR FLOOR TOLERANCES. 30. REPAIR ANY CRACKS OR DEFECTIVE AREAS THAT WILL RESTORE THE AFFECTED SURFACE OR AREAS TO THEIR FULL DESIGN STRENGTH AND APPEARANCE. CONTACT THE STRUCTURAL ENGINEER FOR ADVICE AND EVALUATION. 31. ACCEPTANCE OF THE STRUCTURE WILL BE MADE IN CONFORMANCE WITH ACI 301. PRECAST CONCRETE U-LINTELS AND SILLS 1. UNITS SHALL BE FABRICATED BY A FIRM ENGAGED IN THE MANUFACTURING OF PRECAST AND PRE -STRESSED CONCRETE U-LINTELS AND SILLS FOR A MINIMUM OF 5 YEARS. FABRICATOR SHALL HAVE A QUALITY ASSURANCE PROGRAM THAT COMPLIES WITH THE PROCEDURES OF MANUAL 116 BY THE PRECAST/PRE-STRESSED CONCRETE INSTITUTE PCI). 2. PLANT RECORDS OF PRODUCTION AND QUALITY CONTROL SHALL BE KEPT IN ACCORDANCE WITH PCI RECOMMENDATIONS AND MADE AVAILABLE UPON REQUEST FOR THE ARCHITECT/ENGINEER. 3. CODES AND STANDARDS: a) AMERICAN SOCIETY FOR TESTING AND MATERIALS(ASTM) 1) C33 - SPECIFICATION FOR CONCRETE AGGREGATES 2) C150 - SPECIFICATION FOR PORTLAND CEMENT b) PRECAST/PRE-STRESSED CONCRETE INSTITUTE (PCI) STANDARDS: MANUAL FOR QUALITY CONTROL FOR PRECAST AND PRE -STRESSED CONCRETE MNL-116. c) AMERICAN CONCRETE INSTITUTE: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318) d) AMERICAN CONCRETE INSTITUTE: BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530) 4. CONCRETE MATERIALS: a) PORTLAND CEMENT. ASTM C150 TYPE I OR III, GRAY COLOR b) AGGREGATES: ASTM C33 c) WATER: POTABLE d) ADMIXTURES: SHALL NOT CONTAIN CALCIUM CHLORIDE OR CHLORIDE IONS 5. REINFORCING a) DEFORMED REINFORCEMENT: ASTM A615 GRADE 40 OF 60. b) PRE -STRESSING STRAND: ASTM A416 270 KSI LL. 6. ALL U-LINTEL UNITS 14 FEET IN OVERALL LENGTH AND SHORTER SHALL BE MADE OF CONCRETE WITH A MINIMUM STRENGTH OF 3500 PSI AT 28 DAYS. 7. ALL U-LINTEL UNITS EXCEEDING 14 FEET IN OVERALL LENGTH SHALL BE MADE OF CONCRETE WITH A MINIMUM STRENGTH OF 6000 PSI AT 28 DAYS AND SHALL BE PRE -STRESSED CONCRETE. 8. ALL SILL UNITS SHALL BE MADE OF CONCRETE WITH A MINIMUM STRENGTH OF 3000 PSI AT 28 DAYS. 9. ALL UNITS SHALL BE SAND BLOCK FINISH EXCEPT PRE -STRESSED, 6" WIDE, AND 12" WIDE U-LINTELS SHALL BE SMOOTH FORM FINISHED. 10. SUBMITTALS a) PROVIDE MANUFACTURER'S CATALOG ENGINEERING DATA. b) MANUFACTURER SHALL RATE U-LINTEL UNITS FOR GRAVITY, UPLIFT, AND LATERAL LOADS IN UNITS OF POUNDS PER LINEAR FOOT. FIBROUS REINFORCING (ALTERNATE TO W.W.F. IN SLAB ON GRADE) 1. REINFORCING FIBERS TO BE VIRGIN 100 % POLYPROPYLENE FIBERS, SPECIFICALLY MANUFACTURED FOR USE IN CONCRETE, CONTAINING NO REPROCESSED OLEFIN MATERIALS, WITH THE FOLLOWING MINIMUM PHYSICAL CHARACTERISTICS: a) SPECIFIED GRAVITY: 0.91 b) YOUNG'S MODULUS 0.5 (3.5 kn/mm2 c) TENSILE STRENGTH: 45 TO 60 KSI d) LENGTH: 3/4" MAXIMUM, MULTI GRADATION DESIGN. 2. REINFORCING FIBERS TO BE SUPPLIED BY THE FOLLOWING APPROVED MANUFACTURERS: a) "FIBERSTRAND 100", EUCLID CHEMICAL COMPANY b) "FIBERMESH INFORCE e3 OR STEALTH e3", SI CONCRETE SYSTEMS c) "FORTA ECONO NET", FORTA CORPORATION d) "NYCON SUPER FIBERS", NYCON, INC. 3. FIBERS TO BE ADDED IN MANUFACTURER'S APPROVED AMOUNT WITH A MINIMUM OF 1.5 LBS PER CUBIC YARD FOR POLY AND NYLON. 4. CONCRETE TO BE MIXED IN ACCORDANCE WITH FIBER MANUFACTURER'S RECOMMENDATIONS FOR UNIFORM AND COMPLETE DISPERSION OF FIBER BUNDLES INTO SINGLE MONOFILAMENTS WITHIN CONCRETE. 5. REINFORCING FIBERS ONLY TO BE USED IN CONCRETE SLAB ON GRADES, AND NOT IN PRECAST PLANK OR METAL DECK TOPPING SLABS. 6. FOR A "NONE HAIRY" FINISH, USE A MONOFILAMENT FIBER. MORE DEMANDING APPLICATIONS, USE A COLLATED FIBRILLATED FIBER, WHICH WILL WEAR AWAY OVER TIME. MASONRY 1. HOLLOW LOAD BEARING UNITS SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE II. MINIMUM NET COMPRESSIVE UNIT STRENGTH = 2000 PSI. (NET AREA COMPRESSIVE MASONRY STRENGTH f'm = 1500 PSI). 2. MORTAR SHALL BE TYPE M OR S AND CONFORM TO ASTM C270 PROPORTION OR PROPERTY SPECIFICATION) WITH A MINIMUM AVERAGE COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (TYPE M) AND 1800 PSI (TYPE S). 3. COARSE GROUT SHALL CONFORM TO ASTM C476: a) 2500 PSI AT 28 DAYS. b) 1/4" MAXIMUM AGGREGATE. c) 8" TO 11" SLUMP. 4. CODES AND STANDARDS: a) SPECIFICATIONS FOR MASONRY STRUCTURES - ACI 530.1 /ASCE 6/TMS 602 IS INCLUDED BY REFERENCE IN ITS ENTIRETY. b) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES: ACI 530/ASCE 5 99/TMS 402. 5. A REINFORCED MASONRY BOND BEAM SHALL BE PROVIDED IN ALL WALLS SHOWN ON THE STRUCTURAL DRAWINGS AT EACH FLOOR, AND ROOF. USE GALVANIZED MESH TYPE CELL CAPS. BEAM CORNERS TO MATCH HORIZONTAL BARS. PROVIDE CORNER BARS AT ALL 6. UNLESS NOTED OTHERWISE, TIE BEAMS SHALL BE AS FOLLOWS: a ROOF LEVEL: ONE COURSE OF KNOCK OUT BLOCK WITH (1) #5 CONT. b FLOOR LEVEL: TWO COURSE OF K. 0. BLOCK WITH (1) #5 CONT. IN EA. COURSE. 7. VERTICAL BARS SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM OF BAR AND AT 8'0" O.C. MAXIMUM WITH A MINIMUM CLEARANCE OF 1/2" FROM MASONRY. THE CLEAR DISTANCE BETWEEN BARS SHALL NOT BE LESS THAN ONE BAR DIAMETER, NOR LESS THAN 1". CENTER BARS IN WALLS U.N.O. 8. VERTICAL REINFORCING SHALL BE AS SHOWN ON THE DRAWINGS. FILL CELLS WITH COARSE GROUT AS SPECIFIED. PROVIDE ACI 90 DEGREE STANDARD HOOKS INTO F0011NG AND ROOF TIE BEAM. LAP SPLICE VERTICAL REINFORCEMENT ABOVE FOOTING AND ABOVE EACH FLOOR LEVEL UNLESS NOTED OTHERWISE. MAINTAIN VERTICAL REINFORCING SHOWN ON PLANS ABOVE AND BELOW MASONRY OPENINGS EXCEEDING 10'0" CLEAR. CONTINUE FOUNDATION DOWELS BELOW ALL MASONRY OPENINGS. 9. ALL REINFORCED FILL CELLS ARE TO BE CLEAN AND FREE OF ANY FOREIGN MATERIAL OR DEBRIS. REMOVE ANY INSULATING MATERIAL FROM CELLS, INCLUDING POLYSTYRENE INSULATING INSERTS, PRIOR TO GROUT POUR. 10. REINFORCING BARS SHALL BE STRAIGHT EXCEPT FOR BENDS AROUND CORNERS AND WHERE BENDS OR HOOKS ARE DETAILED ON THE PLANS. 11. REINFORCING BARS SHALL BE LAPPED 48 BAR DIAMETERS WHERE SPLICED AND SHALL BE WIRED TOGETHER. 12. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS. DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT. 13. PROVIDE HORIZONTAL WALL REINFORCING (9 GA.) GALVANIZED LADER TYPE DUR 0 WALL (OR EQUIVALENT) AT 16" O.C. JOINT REINFORCING SHALL CONFORM TO ASTM A 951. 14. PROVIDE HORIZONTAL JOINT REINFORCEMENT AT DOORS AND WINDOWS FOR FIRST AND SECOND BLOCK COURSE ABOVE AND BELOW APERTURES. RUN REINFORCING CONTINUOUS OR EXTEND TWO FEET FROM APERTURE EDGE. 15. WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AT SPLICES AND SHALL CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT IN THE LAPPED DISTANCE. 16. CLEANOUTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY IN EACH GROUT POUR WHEN THE POUR HEIGHT EXCEEDS 5'. CLEANOUTS TO BE SAW CUT 4" X 4". 17. GROUT POUR HEIGHT SHALL NOT EXCEED 24'. PLACE GROUT IN 5' MAXIMUM LIFTS HEIGHTS. 18. CONSOLIDATE GROUT POURS AT THE TIME OF PLACEMENT BY MECHANICAL MEANS AND RECONSOLIDATE AFTER INITIAL WATER LOSS AND SETTLEMENT. 19. STORE BLOCKS ON PALLETS AND COVER WITH VISQUEEN. 20. PLACE ALL MASONRY IN RUNNING BOND WITH 3/8" MORTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL. FULLY MORTAR WEBS IN ALL COURSES OF PIERS, COLUMNS, AND PILASTERS AND ADJACENT TO GROUTED CELLS. 21. SEE DRAWINGS FOR MASONRY CONTROL JOINT LOCATIONS. SPACE AT 26'0" O.C. AT EXTERIOR WALLS, 32'0" O.C. AT INTERIOR WALLS UNLESS NOTED OTHERWISE. 22. MASONRY INSPECTION SHALL BE PROVIDED BY A QUALIFIED AGENT IN ACCORDANCE WITH ACI 530. a) NON -ESSENTIAL STRUCTURES: LEVEL 2, TABLE 1.14.1.2 23. SUBMITTALS: a) SUBMIT PROPOSED GROUT MIX DESIGN PRIOR TO CONSTRUCTION. b) SUBMIT PROPOSED MORTAR MIX DESIGN PRIOR TO CONSTRUCTION. c) SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING NUMBER, SIZE, AND LOCATION. INCLUDE BAR LISTS AND BEND DIAGRAMS. INCLUDE ALL REQUIRED DIMENSIONS AND ELEVATIONS. d) SUBMIT COMPRESSIVE STRENGTH TESTS OF PROPOSED MASONRY UNITS PRIOR TO CONSTRUCTION. MASONRY UNITS ARE TO BE TESTED IN ACCORDANCE WITH ASTM C140. 24. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TESTS: a) SAMPLE AND TEST GROUT IN ACCORDANCE WITH ASTM C1019 FOR EACH 5000 SQ. FT. OF MASONRY. b) SLUMP TESTS: ASTM C143. c) MASONRY PRISM TEST IN ACCORDANCE WITH ASTM E447, METHOD B, MODIFIED AS FOLLOWS: ONE SET OF 3 PRISMS PRIOR TO CONSTRUCTION AND DURING CONSTRUCTION FOR EACH 5000 SQ. FT. OF WALL. 25. PROVIDE 8" DEEP PRECAST REINFORCED CONCRETE LINTELS OVER ALL MASONRY OPENINGS NOT SHOWN TO HAVE A STRUCTURAL BEAM. MINIMUM END BEARING = 8". LINTEL WIDTH TO MATCH MASONRY WIDTH. 26. TOPS OF PARTIALLY CONSTRUCTED WALLS SHALL BE COVERED WITH VISQUEEN WHENEVER RAIN OCCURS AND AT THE END OF THE WORK DAY. HAND RAILS 1. AND ENGINEER REGISTERED IN THE STATE OF FL SHALL DESIGN RAILING SYSTEM AND CONNECTION OF IT TO THIS STRUCTURE. 2. SUBMIT SHOP DRAWINGS BEARING THE EMBOSSED SEAL AND THE SIGNATURE OF THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. 3. THE CONFIGURATION OF THE RAILING SYSTEM SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS. 4. RAILING SYSTEM AND CONNECTIONS SHALL BE DESIGNED FOR APPLICABLE LOADS AS INDICATED ON THE PLANS AND IN THE BUILDING CODE. THE LOADS SHALL BE CLEARLY INDICATED ON SHOP DRAWINGS. 5. SHOP DRAWINGS SHALL SHOW AND SPECIFY CONNECTIONS UTILIZED WITHIN THE RAILING SYSTEM AS WELL AS CONNECTIONS TO AND LOADS IMPOSED UPON THE STRUCTURAL SYSTEM SHOWN ON THESE PLANS. THERMAL & MOISTURE PROTECTION: SEE ATTACHED ROOF SPECIFICATION F BUILT 1) S C ON OR INFO ON B L UP ROOF 2) ALL ROOFING TO BE TIMBERLINE FIBERGLASS SHINGLES BY GAF OR EQUAL RIDGE VENTS TO BE INSTALLED PER ROOF PLAN. 3) ROOFING UNDERLAYMENT TO BE 45# FELT. 4) PROVIDE 26 GA. GALV. METAL OR PAINTABLE 0.19 GA. ALUMINUM ALUMINUM FLASHINGS. VALLEYS AND DRIP EDGES. 5) BUM BASE SEALANT SHALL BE USED UNDER ALL EXTERIOR DOOR THRESHOLDS AND CAULKING COMPOUND AT ALL DOORS, WINDOWS & OTHER AREAS AS REQ. 6) INSULATION: R-19 FIBERGLASS BATT FOIL FACED INSULATION IN EXT. STUD WALLS AND FLOORS WITH EXPOSED SOFFITS. R-14 "CORE -FILL 500" EXPANDING FOAM INSULATION IN ALL EXT. MASONRY WALLS R-30 FIBERGLASS BATT FOIL FACED INSULATION IN ATTIC SPACE. RIGID INSULATION ON VENTILATED METAL DECK FOR ROOF. SEE ROOF SPEC. 7) ALL FASCIAS TO BE PVC COATED ALUMINUM AND SOFFITS TO BE VENTED VINYL. 8) CEMEN11T10US COATING TO BE 7/8" THICK POLYMER MODIFIED (PM) OR TRADITIONAL CEMENT STUCCO W/ PAPER BACKED METAL LATH & " TYVEK STUCCO WRAP" 0 WOOD & METAL STUD ONAL CEMENTCSTUCCORAT MASONRY. BANDS OUS COATING TO BE S/SHALL BIEKFO MYGLUEDER TO MODIFIED )) EXISTING W/ OR SANDRTEXTURE. DATE: MARCH 15TH 2O20 SCALE: AS NOTED DRAWN:J. WASILEWSKI O o0 UJ O L0 O� XN _ LL U _j oo m � wQ(y)oU Lo Zpcy)L0*k - J M LU Z IL N w C� qt N `n W M � co�00DTU (D J o0 J Lj Co cj) .0 M j O cy) Lr) WOJ J 3: LL U) Z) 0 <LlJwpcfl ~ T-- 00 0 Q o0 UD QU<Lo = O I UL0 Lu JC%4 �,r--Ur-,� DUPLEX RESIDENCE 6554 BRENTWOOD DR. ZEPHYRHILLS, FL NOTES I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE STRUCTURAL PROVISIONS OF THE FLORIDA BUILDING CODE 2020 SEVENTH EDITION THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED T LAYOUT TO DETER US MANUFATURER'S N Y LOAD BRG. CONDITIONS AND R R ES THE RIGHT TO MAKE ANY CHANGE A R TRUSS LOAD INFORMATIO S P I D TO THE ENGINEER. SEAL UAL ONLY E/y''•• �,�• O 1�586 ':•' OF •'��� >t>t n u Ni I 0 0 ' I 20'-4" 1 201-4" FLOOR PLAN IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR TO OBTAIN ALL TRUSS ENGINEERING AND PRE-ENGINERRED ITEMS PRIOR TO CONSTRUCTION. ALL LOADS ARE TO BE VERIFIED BY ENGINEER OF RECORD. DOORS & WINDOWS CEILING HEIGHT SET TOP OF WINDOWS AND DOORS 9'-4" MIN. AS FOLLOWS: MAIN LEVEL EXTERIOR DOORS: 8'-0" N WINDOWS: 8'-0" MAIN LEVEL INTERIOR DOORS: 6'-8" ROUGH OPENINGS CONTRACTOR TO FOLLOW MANUFACTURERS SPECIFICATIONS FOR ALL ROUGH OPENINGS FRAME HEADERS (MAIN AND UPPER LEVEL) OPENING < 4'-6" 2-2 X 6 4'-7" TO 6'-0" 2-2 X 10 > 6'-0" 2-2 X 12 LINTELS ALL PRE -CAST CONCRETE LINTELS "' ABOVE OPENINGS TO MAINTAIN 8" BEARING N rLOON EACH SIDE OF OPENING �r LINTEL: ONE #5 HORIZ. CONCRETE FILLED WITH K.O. POUR ' WINDOWS CONTRACTOR TO SELECT WINDOW MANUFACTURER AND FOLLOW SPECIFICATIONS AND INSTALLATION DRAWINGS DOORS CONTRACTOR TO SELECT DOOR MANUFACTURER AND FOLLOW SPECIFICATIONS AND INSTALLATION DRAWINGS SHEAR WALLS ALL EXTERIOR WALLS ON SHEAR WALLS 111111111111111111 CMU WALL- 9'-4" HT. NON- BEARING FRAME WALL 9'-4" ROUGH OPENINGS ARE BASED ON THE PGT SH5400 SERIES WINDOWS. IF AN ALTERNATE MANUFACTURER IS SELECTED USE NEW MANUFACTURES REQUIREMENTS FOR ROUGH OPENINGS. CONTRACTOR TO VERIFY WITH OWNER: 1. COLOR 2. WINDOW CONFIGURATION ....SINGLE PANE ,FRENCH , ECT. CONTRACTOR TO MEET WITH SUPPLIER AND VERIFY ALL MASONRY AND FRAME OPENINGS FOR DOORS AND WINDOWS * ALL WINDOWS ARE IMPACT WINDOWS* WINDOW SCHEDULE MARK SIZE TYPE MATERIAL GLAZING REMARKS 1 36" X 72" SINGLE HUNG VINYL INSULATED 2 40" X 72" SINGLE HUNG VNYL INSULATED OBSURE 3 48" X 72" SINGLE HUNG VINYL INSULATED 4 52" X 72" SINGLE HUNG VINYL INSULATED DOOR SCHEDULE MARK SIZE TYPE MATERIAL GLAZING FINISH REMARKS A 36" X 96" EXT/ENTRY METAL/FIBERGLASS INSULATED B 30" X 80" INT - C 36" X 80" EXT D 20" X 80" INT BI-FOLD E 30" X 80" INT POCKET F 36" X 80" INT BI-FOLD G 36" X 80" EXT. SOLID WOOD WITH CLOSURE 20 MIN RATING H 16' X 80" EXT. METAL/FIBERGLASS GARAGE DOOR J 32" x 80" INT DATE: MARCH 15TH 2O20 SCALE: 1 /4" DRAWN: A. WASILEWSKI Cfl O O M � N O M M � J O Lo LL X N o U) LL U U R `n U 0 j Lr) �`C c?W m - O oo � � � � O00zMU � W N Q T_ = N J 00 J W = Q ( M (n�cM j �OMLr) W0_j LL u) u— �QWWocfl �—~T-00 Q Q 00 L0 QUQLOk = O I UN JNW �f) U P DUPLEX RESIDENCE 6554 BRENTWOOD DR. ZEPHYRHILLS, FL FLOOR PLAN I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE STRUCTURAL PROVISIONS OF THE FLORIDA BUILDING CODE 2020 SEVENTH EDITION THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFATURER'S LAYOUT TO DETERMINE ANY LOAD BRG. CONDITIONS AND R ERVES THE RIGHT TO MAKE ANY CHAN FTER TRUSS LOAD INFORMATION lj�p 'j"j jjjV,ENGINEER. SEAL1 LY No 15586 '• TATE OF ORIV ��♦ " i��0NA ` Le I I I III II I I L II I I ' �i Am i_Rll 2I41 t 16' 41 1 1 1 21-4"1 fS2 THINCKEND SLAB 401-811 FOUNDATION PLAN i X 10/10 WWF 3ARRIER Y COMPACTED, FILL �1 2 0- Ili #5 DOWEL W! LO il�l 10" HOOK 4" TH CONC SLAB N i W/ 6x6 10/10 WWF \i �Y '` �`i` �`i` ° v �r �r ♦r ♦r I r rig"i�"i�"i�"i�"i�'i ��r ��'ir ��rr 1 A —IV \ \(�`, \'\`�\ \ ; 6 M I L VAPOR y�i ` i `r''.`r'rr`r'�r`� 'r`:'rrY'r.;':::'�r y�r:''/, BARRIER r\ . �. .r .r .r i'`,�`%��`i`��`i`��`i`��`i`��`T���'i`��`i`���i`�� r�r r V-4„ 1 FOOTING DETAIL. s2 1" DEPTH X 10" RECESS 10" � 4" TH CONC SLAB Z: W! 6x6 10/10 WWF � • a d d r �T %, �T v . ° v �r �r �T ♦T �T � v ♦r �T �r ✓rrr�rr � ryr r�,rr,� e ,i �'i'r�'i'r�r'r�'i'�'i'�'i'��'i'r�'i'r�'i fir ri�i �i'��'�i�rr'�i'r✓\ri'!�ri'y}�ri�'r� va ri'r�'i'r�'i'J<'i'r�'ir�'i'�'i'J�'i'r�'i'r�i'i'�'i 2-#5's 1'-4" 2 FOOTING DETAIL S2 RECESS AT ALL DOOR LOCATIONS. FOLLOW MANUFACTURERS SPECIFICATIONS FOR PROPE RECESS SIZE. 4" TH CONC SLAB W/ 6x6 10/10 WWF d d d Z d' d < 0Um U 6 MIL VAPOR i BARRIER 245's� 1'4" e FOOTING DETAIL s2 4" TH CONC SLAB W/ 6x6 10/10 WWF I END 6 MIL VAPOR BARRIER 1-#5's 4 FOOTING DETAIL S2 4" TH CONC SL W/ 6x6 10/10 W vE 1 7" s2 FOOTING DETAIL 4" TH CONC SLAB i 10/10 WWF OPTIONAL -. FIBERMESH CONCRETE (3000 PSI) CHEMICAL SOIL TREATMENT FOR TERMITES 1- A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER. OR ELECTRICAL PANEL. 2- CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST V-0" AWAY FROM THE BUILDING SIDE WALLS. 3- IRRIGATION/ SPRINKLER SYSTEM INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN V-0" OF THE BUILDING SIDE WALLS. 4- TO PROVIDE FOR INSPECTION OF TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES. EXCEPTION - PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL 5- INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE. 6- SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED INCLUDING SPACED BOXED OR FORMED. 7- BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS. ETC.. SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE & DEPTH THAT WILL ELIMINATE THE DISTRURBANCE OF SOIL AFTER THE INITIAL TREATMENT. 8- MINIMUM 6-MIL. VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED 9- CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMTER MUST BE REMOVED BEFORE EXTERIOR TREATMENT. 10- SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN T-0" OF THE STRUCTURE SIDEWALLS, 11-AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED SHALL BE RETREATED. 12- ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT. 13- A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE " THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 14- AFTER ALL WORK IS COMPLETED. LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN V-0" OF THE BUILDING THIS INCLUDES A-L GRADE STAKES. TUB TRAP BOXES, FORMS. SHORING, OR OTHER CELLULOSE CONTAINING MATERIAL. 15- NO WOOD, VEGETATION. STUMPS, CARDBOARD. TRASH. ETC.. SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING DATE: MARCH 15TH 2O20 SCALE: 1 /4" DRAWN: J. WASILEWSKI (0 O r (V CD � W O (0 W V) L / O2 XN 2 m wLU J�oU Z p M u J i LU OfZLL00(n CD�N�w O � M �00Z) r--U (D Joo_j W 0 CO CO U) c' / 3:O(y)Lr) w0JX J �: LL Q U)Z)0LL <wwo(0 �' I v- 00 0 Q 00 L QUQ��k UCNWw �LOUti� DUPLEX RESIDENCE 6554 BRENTWOOD DR. ZEPHYRHILLS9 FL FOUNDATION PLAN I HEREBY CERTIFY THAT I HAVE REVIEWED THE .ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE STRUCTURAL PROVISIONS OF THE FLORIDA BUILDING CODE 2020 SEVENTH EDITION THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFATURER'S LAYOUT TO DETERMINE ANY LOAD BRG. CONDITION RESERVES THE RIGHT TO MAKE XqY ES AFTER TRUSS LOAD INFO TI SUP�tj4� ENGINEER. SEAAD LILY No 15586 • 7t TATE OF [V� R O �R. I•••P•.���. S••••••O• GIRDER TRUSS HETA 20 TYP. GIRDER TRUSS HE PRE-ENGINEERED TRUSSES HETA 2 ROOF FRAMING PLAN (SCHEMATIC -SEE TRUSS MANUFACTURER LAYOUT) SES GIRDER TRUSS HETA 20 TYP. 31RDER TRUSS RE -ENGINEERED TRUSSES @ 24" O.C. GIRDER TRUSS 'OVERHANG PRIOR TO CONSTRUCTION CONTRACTOR TO PROVIDE E.O.R. ALL TRUSS ENGINEERING AND LAYOUT TO VERIFY TRUSS ENGINEERING WITH PLAN LAYOUT DATE: MARCH 15TH 2O20 SCALE: 1 /4" DRAWN: A. WASILEWSKI C) r N O m rn U-) O< XN = 00Lr U -1 � co� W Q M 0 U Zpcy)L J I W �ZILL 00co Q00NLZ Mw ��-)�U J 00 J W 0 (nC)CM j O cy) Lr) WOJx _j�LLQ �Z)cl�LL < W W o w <�00 �Q�00L0 QV<Lo = O I U � � N W DUPLEX RESIDENCE 6554 BRENTWOOD DR. ZEPHYRHILLS, FL ROOF FRAMING PLAN I HEREBY CERTIFY THAT I HAVE REVIEWED THE *ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE STRUCTURAL PROVISIONS OF THE FLORIDA BUILDING CODE 2020 SEVENTH EDITION THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFATURER'S LAYOUT TO DETERMINE ANY LOAD BRG. CONDITIONS D RESERVES THE RIGHT TO MAKE ANY C Pit S AFTER TRUSS LOAD INFO A 10PPLIED TO THE ENGINEER. SEALA---b aillOMMAL ONLY .t • �No �r STATE opAN -witsOR I ►+++����a• 1/2" PLYWOOD OR OSB SHEATHING SHINGLE ROOF 26 GA GALV. METAL OR .019 PAINTABLE ALUMINUM DRIP- 1x2 2X FASCIA PERF. ALUM. SOFIT AND FASCIA J" STUCCO FINISH a J z #5 REBAR VERTICAL CONT. GROUT 2 CELLS SOLID AT ALL BARS 6'0" O.C. N 2- #5'S R-38 INSULATION 1/2" GYP. CEILING BOARD HETA 20 45 REBAR CONTINUOUS HORZ 1 X 2 FURRING @ 16" O.C. 1" R6 ENERGY BOARD-INSUL 1/2" DRYWALL 1 X 2 FURRING @ 16" O.C. 1" R6 ENERGY BOARD-INSUL 1/2" DRYWALL " CONIC. SLAB-3000 P.S.I. REINFORCED W/ 6X6X10/10 WWF OVER 6MIL VAPOR BARRIER OVER MECHANICALY COMPACTED, TERMITE TREATED FIL-EXT'G a a a d o %%0< �a 1/2" PLYWOOD OR OSB SHEATHING SHINGLE ROOF 26 GA GALV. METAL OR .019 PAINTABLE ALUMINUM DRIP 1x�- 2X FASCIA PERF. ALUM. SOFIT :: AND FASCIA 2 COURSE KNOCK -OUT BLOCK #5 REBAR EA. COURSE PRECAST LINTEL PRECAST CONCRETE SILL #5 REBAR VERTICAL CONT. GROUT CELLS SOLID AT ALL BARS 60" O C. !%77777. NOTE: i/��/\��/���\\�/ CONTRACTOR TO FOLLOW I 16" MINIMUM R-VALUES SHOWN UNLESS ENERGY CALCULATIONS SHOW OTHERWISE SIMPSON ANCHORS SP1 FL 10456.41 SP2 FL 10456.42 HETA 20 FL 11473.3 H 10 FL 10456.6 ALL CONNECTORS SHOULD HAVE CORROSION PROTECTION IF FIRST TOP PLATE SPLICE INSULATION P.E. TRUSS OR DOES NOT REST ON STUD �— FLOOR FRAMING ADD 2X6 WITH 3-10d EACH SIDE OF SPLICE EVEL) SECOND TOP PLATE Et'. PLATE INTERIOR WALL NON -BEARING FIRST TOP PLATE 2- #5'S R-38 INSULATION 1/2" GYP. CEILING BOARD HETA 20 1 X 2 FURRING @ 16" O.C. 1" R6 ENERGY BOARD-INSUL 1/2" DRYWALL —1 x 6 P.T. ALL AROUND WINDOW OPENING- EXTEND �20" PAST EA. SIDE OF OPENING TOP ONLY 1 X 3 BUCK STRIP SILL 1 X 2 FURRING @ 16" O.C. 1" R6 ENERGY BOARD-INSUL 1/2" DRYWALL 4" CONC. SLAB-3000 P.S.I. REINFORCED W/ 6X6X10/10 WWF OVER 6MIL VAPOR BARRIER OVER MECHANICALY COMPACTED, TERMITE TREATED FIL-EXT'G d a 2-10d COMMON AT 16" O.C. 4-10d COMMON AT SPLICE 2-10d COMMON AT 16" O.C. 2X6 SECOND PLATE FIRST PLATE 2X6 STUDS AT 16" O.C. 2-10d COMMON AT EACH STUD 4-10d COMMON AT SPLICE — 2X6 FIRST PLATE STUDS AT 16" O.C. DOUBLE TOP PLATE SPLICE DETAIL N.T.S. 1/2" FIRE RESISTANT PLYWOOD EACH SIDE OF CENTER WALL SPANNING OUT 48" FROM CENTER OF WALL FOR LENGTH OF WALL 4' 4' 5/8" TYPE 'X' DRYWALL EACH FACE PRE-ENGINEERED TRUSS 2 ON CENTER WALL H ETA 20 45 REBAR CONTINUOUS HORZ 1 X 2 FURRING @ 16" O.C. 1" R6 ENERGY BOARD-INSUL 1/2" DRYWALL 1 X 2 FURRING @ 16" O.C. 1" R6 ENERGY BOARD-INSUL 1/2" DRYWALL 4" CONC. SLAB-3000 P.S.I. REINFORCED W/ 6X6X10/10 WWF OVER 6MIL VAPOR BARRIER OVER MECHANICALY COMPACTED, TERMITE TREATED FIL-EXT'G 2 X CRIPPLE STUD 2 X DBL TOP PLATE - EXT'G LS 2X EXT 2 X 4 2 X 4 2X PLAL/- 2 -2X6 HEADER k TYPICAL BEARING FRAME (DOOR) TA 12 @ 16" 0.0 'G JACK KING JACK P.T. BOTTOM �E-EXT'G NAILING PATTERNS ROOF SHEATHING TO RAFTER / TRUSS SPACING 0- 24" O.C.: 1. WOOD STRUCTURAL PANEL ROOF SHEATHING SHALL NOT CANTILEVER MORE THAN 9 INCHES BEYOND THE GABLE END WALL UNLESS SUPPORTED BY GABLE OVERHANG FRAMING. 2. WHERE RAFTER / TRUSS SPACING IS LESS THAN 24 INCHES ON CENTER, ROOF SHEATHING FASTENING IS PERMITTED TO BE IN ACCORDANCE WITH THE AWC WFCM OR THE AWC NDS. WIND SPEED Vult = 150 MPH EXPOSURE PANEL T' EDGE/FIELD FASTENER - RING SHANK B 15/32 6" / 6" 2-3/8" X 0.113 C 15/32 411/4" 2 -1/2" X 0. 113 OR 3" X 0. 120 D 15/32 4" / 4" 2 -1/2" X 0.113 OR 3" X 0.120 HIP ROOFS 4FT BOUNDARY TO RIDGE, HIP AND PERIMETER. 6" EDGE / 6" FIELD 4'-0" 4'-011 4'-0" 4'-0" GABLE END GABLE END + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + (uj + + + + + + Z + + + + 4 + 'y + + + + + + L+L + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + +4 + + + + + + + + + +., + + + �y + ,� + + + + + �' , ,O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PLYWOOD WALL SHEATHING TO STUDS: 1/2" PLYWOOD SHEATHING NAILED WITH 8d COMMON OR 8d HOT DIPPED GLAV. BOXNAILS @ 6" O.C. EDGE NAIL (EN) AND BOUNDARY NAIL (BN), 12" O.C. FIELD NAIL (FN) STUCCO SPECIFICATIONS 1) STUCCO APPLICATIONS SHALL MEET THE REQUIREMENTS OF ASTM:C926- STUCCO AND ASTM:C1063 FOR WIRE LATH. 2) STUCCO TO HAVE THE FOLLOWING THICKNESSES: ON CONCRETE BLOCK. 1/2" MIN. - (3/8" BROWN COAT, 1/8" FINISH COAT) ON FRAME: 7/8" MIN. - (3/8" BROWN COAT, 3/8" BROWN COAT, 1/8" FINISH COAT) 3) MOISTURE BARRIER ON FRAME CONSTRUCTION TO BE A TOTAL OF 2 LAYERS: 1ST LAYER - 15# FELT OR HOUSE WRAP (TYVEK OR EQUAL) OVER SHEATHING 2ND LAYER - 15# FELT OR MIN. 15# PAPER BACKED WIRE LATH STUCCO FINISH 4) WIRE LATH NAILING TO WALL SHEATHING: 1-1/2" GALV. ROOFING NAILS (OR) 1" WIRE STAPLE MAINTAIN MIN 3/4" PENETRATION 5) EXPANSION AND CONTROL JOINTS: USE VINYL MATERIALS FOR ALL ACCESSORIES MAX. AREA SHALL NOT EXCEED 144 SQ.FT. MAX. DIMENSION OF 18' IN ANY ONE DIRECTION LENGTH / WIDTH RATIO LESS THAN OR = 2 1/2:1 DATE: MARCH 15TH 2O20 SCALE: 1 /4" DRAWN: A. WASILEWSKI O CV O Lo CC) m rn U-) O� XN r _ 00 LLLLIJ V J Lo Lo U uj pcM ZIUD Jc'?W OfZLLNU) �00NL?w O co �00��V_ (D J 00 J W 0 C%)�MCj 3: O cy) U-) WOJx LLQ C� Z) �- QWWp(o ��<�00 �QQC?Lo QUQ� UNWtiw J DUPLEX RESIDENCE 6554 BRENTWOOD DR. ZEPHYRHILLS, FL DETAILS I HEREBY CERTIFY THAT I HAVE REVIEWED THE .ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE STRUCTURAL PROVISIONS OF THE FLORIDA BUILDING CODE 2020 SEVENTH EDITION THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFATURER'S LAYOUT TO DETERMINE ANY LOAD BRG. CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY C NGES AFTER TRUSS LOAD INFORMATIO S SUPP'I„�� E ENGINEER. SEALkb LY No 15586 �W ATE OF cv�Z .Oa,©•P S4 19.0 17.7 13.0 9.4 12 5[ Am IrA�:Al oil STUCCO FINISH STUCCO BAND ROOF ELEVATION MINIMININIMINI MINIM Imi 19.0 17.7 13.8 9.4 11LK6163NI 4.1 ASPHALT SHINGE ROOF E:1E1EE:1EE:1E:1E El El 1-1 E:l El El El El 00000000 0 FRONfT ELE-1/l,VAT'ION REA'>) ELE-1-NATION T SHINGLE ROOF DATE: MARCH 15TH 2O20 SCALE: 1 /8" DRAWN: A. WASILEWSKI CD O N O 00 W (D m u') O< X� =mcoLL Jqzt m WQcy)0U Lr) Zpcy)Lo*k C� J�W N(n Qzu- C')�N`?W �— �oc) M c'M Z)rU U� �JooJ W C.0 co CJ� cM j Ocy)Lr) WOJx J u- Q 0 L.L aWWocfl Q � I..V QUQLo M UNWr,W J �T-Uti� DUPLEX RESIDENCE 6554 BRENTWOOD DR. ZEPHYRHILLS, FL ELEVATIONS i HEREBY CERTIFY THAT I HAVE REVIEWED THE .,ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE STRUCTURAL PROVISIONS OF THE FLORIDA BUILDING CODE 2020 SEVENTH EDITION THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFATURER'S LAYOUT TO ETERMINE ANY LOAD BRG. CONDITION D RESERVES THE RIGHT TO MAKE ANY GES AFTER TRUSS LOAD INIPORMATI SUPPLIED TO THE ENGINEER, SE E ONLY �I ''��C E NSA:• �1'S � ` No 15586 STATE OF S5 u 1 All A A I All 20 -4 201-411 ELECTRICAL LEGEND 110 V. OUTLET 1/2 HOT TO SWITCH 110 V. OUTLET 220 V. OUTLET GFI GROUND FAULT INTERCEPT OUTLET WP WEATHER PROOF 110V. OUTLET D.W.C. DISH WASHER SPECIAL CONNECTION ® GARAGE DOOR OPENER $ SINGLE POLE SWITCH $3 3 WAY SWITCH IOP LIGHT FIXTURE PENDANT LIGHT FIXTURE ORECESSED LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE OJUNCTION BOX CEILING FAN W/ LIGHTS ®S.D./CO A/C POWERED SMOKE DETECTOR W/ CO DETECTOR INTERCONNECTED W/ BATTERY BACK-UP EXH, LIGHT COMBINATION LIGHT & ��TJ- EXHAUST FAN w 1/\Trn ALL ELECTRICAL TO BE PERFORMED AND CHECKED AS NECESSARY BY LICENSED ELECTRICAL CONTRACTOR ALL SMOKE DETECTORS IN HOUSE TO BE INTERCONNECTED AND HARD WIRED W/ BATTERY BACK-UP PROVED ARC -FAULT PROTECTION IN ALL AREAS REQUIRED BY E3902.12 OF THE FLORIDA BUILDING CODE. ELECTRICAL LAYOUT (SCHEMATIC ONLY - LICENSED ELECTRICAL CONTRACTOR TO DESIGN) ELECTRICAL CONTRACTOR QUALIFIER LICENSE NUMBER DATE: MARCH 15TH 2O20 SCALE: 1 /4" DRAWN: A. WASILEWSKI O r N O 1 � oo W 00 (.fl 5 M�M W 0") O < x N = r LL U 00 m JLf) W Q cy) C:) Z 0 (`7 LQ "rF, 0 J M W 0�ZLL000co Q O 00 - z ~ Cy)U_ 00 J J W C) M O cy.) M WO-1 J_ L.L U)��� <WWoc0 ��F--T---00 00 Lo -17 Q U Q L U� J WtiW Of�Uti� DUPLEX RESIDENCE 6554 BRENTWOOD DR. ZEPHYRHILLS, FL ELECTRICAL PLAN I HEREBY CERTIFY THAT I HAVE REVIEWED THE .ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE STRUCTURAL PROVISIONS OF THE FLORIDA BUILDING CODE 2020 SEVENTH EDITION THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFATURER'S LAYOUT TO DETEftINE ANY LOAD BRG. CONDITIONS q 9ESERVES THE RIGHT TO MAKE ANY CH N AFTER TRUSS LOAD INFORM TIO S SPLIED TO THE ENGINEER. p SEA ,s rvMYtRKL ONLY z J9, J\C�• .s1U� lZ '01 .. STATE OF O R \ s ���Illlilll� S6 - - - I - - - - - I ' I I - --- - - - - ' 1 W __ - __F L 1 All A A I All 20'-4" 1 2014" MECHANICAL LAYOUT (SCHEMATIC ONLY - LICENSED MECHANICAL CONTRACTOR TO DESIGN) MECHANICAL CONTRACTOR QUALIFIER LICENSE NUMBER DATE: MARCH 15TH 2O20 SCALE: 1 /4" DRAWN: A. WASILEWSKI C0 O N O CD W � CO 0') Ln O� X� = U 00 L m JLf) WQCe)oU ZpMLO*k M wZLL.00U) Q00NIZ C��F—cy)w �OO:D Ur qr--U JOoJ W co0 M co LO W O —' X J 3: LL Q U)Z)QLL Q W W ~ p F— qr-- co �< 00L0 QUQco LLO W�u.J J �,ti U� DUPLEX RESIDENCE 6554 BRENTWOOD DR. ZEPHYRHILLS, FL MECHANICAL PLAN I HEREBY CERTIFY THAT I HAVE REVIEWED THE .ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE STRUCTURAL PROVISIONS OF THE FLORIDA BUILDING CODE 2020 SEVENTH EDITION THE ENGINEER HAS NOT REVIEWED THE PRE -ENGINE RE TRUSS MANUFATURER'S LAYOUT TO ET INE ANY LOAD BRG. CONDITIONS N ESERVES THE RIGHT TO MAKE ANY C N S AFTER TRUSS LOAD INFORMATIO S PPLIED TO THE ENGINEER. !lilii SEf NLY No 15586 . r r i r LTE OF . �v �0R10P:;e�� .`,S,�ONA�- I TO SEWER CONNECTIOP PLUMBING LAYOUT (SCHEMATIC ONLY - LICENSED MECHANICAL CONTRACTOR TO DESIGN) -0 SEWER CONNECTION PLUMBING CONTRACTOR QUALIFIER LICENSE NUMBER DATE: MARCH 15TH 2O20 SCALE: 1 /4" DRAWN: A. WASILEWSKI (O O N O co W O m O LO O< X� =2COLU � J � m w Q � � O U Z p co L0 It 0 J c? W Q zLLcocn 0 � N `n W O � M ��Z)'r.-U (D 00 _J J W 000 p M p M � O cj � In w0Jx J � � Q u- awwo(o �1—<r--00 p< 00L0 Q U Q L oN U W ti LLI J IY� UtiL DUPLEX RESIDENCE 6554 BRENTWOOD DR. ZEPHYRHILLS, FL PLUMBING PLAN I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE STRUCTURAL PROVISIONS OF THE FLORIDA BUILDING CODE 2020 SEVENTH EDITION THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFATURER'S LAYOUT TO DETERMINE ANY LOAD BRG. CONDITI NS AND RESERVES THE RIGHT TO MAKE A CHANGES AFTER TRUSS LOAD INF RM I N IS SUPPLIED TO THE ENGINEER. S' AL ONLY No S TATE OF O R 10.NG`�% TONAL ��%