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<br />RESIDENTIAL
<br />ADD-ITION
<br />DRAWING INDEX
<br />SHEET AO.1 COVER SHEET (NOTES,MAP & DATA)
<br />SHEET A1.0 EXISTING FLOOR PLAN
<br />PROPOSED FLOOR PLAN
<br />SHEET A2.0 FOUNDATION PLAN
<br />ROOF FRAMING PLAN
<br />SHEET A3.0 ELEVATIONS
<br />SECTIONS
<br />SHEET A4.0 DETAILS
<br />ELECTRICAL PLAN
<br />SITE DAT-A TABLE
<br />DESIGN WIND SPEED
<br />PROJECT SQUARE FOOTAGE
<br />BUILDING MAX. HEIGHT
<br />BUILDING USE
<br />BUILDING RISK CATEGORY
<br />TYPE OF CONSTRUCTION
<br />BUILDING EXPOSURE
<br />BUILDING CODE REFERENCE
<br />FLOOD ZONE DETERMINATION
<br />15 0 M P H
<br />536 SQFT
<br />2 0 f t ±
<br />"R3" RESIDENTIAL
<br />2
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<br />2017 FLORIDA RESIDENTIAL BUILDING
<br />CODE SIXTH EDITION.
<br />2017 NATIONAL ELECTRIC CODE.
<br />FLOOD ZONE "Xil
<br />FLORIDA PRODUCT A PPRC
<br />PRODUCTCATEGORY
<br />SUB CATEGORY
<br />T
<br />MANUFACTURER
<br />I
<br />APPROVAL
<br />� ��#j
<br />STRUCTURAL COMPONENT
<br />SP1 WOOD CONNECTOR
<br />SIMPSON STRONG TIE INC.
<br />10456
<br />10456
<br />STRUCTURAL COMPONENT
<br />SP2 WOOD CONNECTOR
<br />SIMPSON STRONG TIE INC.
<br />STRUCTURAL COMPONENT
<br />H4 WOOD CONNECTOR
<br />SIMPSON STRONG TIE INC
<br />10446
<br />STRUCTURAL COMPONENT
<br />H10 WOOD CONNECTOR
<br />SIMPSON STRONG TIE INC.
<br />10446
<br />STRUCTURAL COMPONENT
<br />HUC212 WOOD CONNECTOR
<br />SIMPSON STRONG TIE INC.
<br />11468
<br />STRUCTURAL COMPONENT
<br />HETA20 WOOD CONNECTOR
<br />SIMPSON STRONG TIE INC.
<br />11473
<br />STRUCTURAL COMPONENT
<br />HTT16 HOLD DOWN
<br />SIMPSON STRONG TIE INC.
<br />11496
<br />STRUCTURAL COMPONENT
<br />HD6 HOLD DOWN
<br />SIMPSON STRONG TIE INC.
<br />10441
<br />STRUCTURAL COMPONENT
<br />MGT WOOD CONNECTOR
<br />SIMPSON STRONG TIE INC.
<br />11473
<br />STRUCTURAL COMPONENT
<br />LUS28-Z
<br />SIMPSON STRONG TIE INC.
<br />11468
<br />STRUCTURAL COMPONENT
<br />META20
<br />SIMPSON STRONG TIE INC.
<br />11473.18
<br />STRUCTURAL COMPONENT
<br />CB66
<br />SIMPSON STRONG TIE INC.
<br />13872
<br />STRUCTURAL COMPONENT
<br />CS24
<br />SIMPSON STRONG TIE INC,
<br />13872
<br />STRUCTURAL COMPONENT
<br />PRECAST CONCRETE LINTEL
<br />CAST-CRETE
<br />158.1
<br />WINDOWS
<br />S.H.(VINYL IMPACT DBL. PANE)
<br />PELLA
<br />16000.3
<br />DOORS
<br />FIBERGLASS ENTRANCE
<br />THERMA-TRU CORPORATION
<br />8871.5
<br />ROOF
<br />ASPHALT SHINGLES
<br />TAMKO INC.
<br />18355.1
<br />ROOF UNDERLAYMENT
<br />15# FELT (NO. 15 UL)
<br />TAMKOINC
<br />123286
<br />ALUM. VENTED SOFFIT
<br />ALCOA ALUM.
<br />12019� 1
<br />m
<br />EOR (ENGINEER OF RECORD) NOTES
<br />GENERAL
<br />1. THIS ?LAN ONLY CONSIDERS GRAVITY & WIND LOADING ON STRUCTURES. ANY OTHER LOADING CASES OF
<br />RELEVANCE SHALL BE BROUGHT TO FOR ATTENTION IMMEDIATELY UPON DISCOVERY. 'VVORKSHAL'- COMPLY WITH F
<br />DES FLORIDA"BUILDING CODE,
<br />2. THERE SHALL BE NO FIELD REVtSONS OF ANY STRUCTURAL COMPONENT OR SIGNIFICANT DESIGN DET'g I
<br />WITHOUT EOR ADVANCE APPROVAL. I� IONAL ELECTRIC CODE
<br />3- THERE SHALL BE NO FIELD WELDS, AND THE CITY OF ZEPHYRkL8
<br />4 COMMODITY ITEMS SUCH AS CMU, LUMBER, FASTENERS, ETC. SHALL BE FREE FROM OBSERVED ORDINANCES
<br />DAMAGE/DEFECTS & SHALL MEET FBC/INDUSTRY STANDARDS.
<br />S. ALL MANUFACTURED COMPONENTS SHALL BE INSTALLED IAW (IN ACCORDANCE WITH) OEM (ORIGINAL
<br />EQUIPMENT MANUFACTURER) INSTRUCTIONS& USED IN MANN ER/APPLICATION INTENDED BY OEM.
<br />6. ALL BUILDING COMPONENTS/ELEMENTS/SYSTEMS SHALL POSSESS CURRENT FLORIDA BUILDING COMMISSION
<br />(FaC) PRODUCT CONTROL APPROVAL (PCA) FOR APPLICATION IF SAID FBC APPROVAL CATEGORY EXISTS. REVIEW DATE Noy 1
<br />T FBC PRODUCT APPROVED EQUAL COMPONENTS MAY BE SUBSTITUTED FOR CALLED OUT ITEMS. CITY OF ZEPH7 R_ jH!
<br />8. MATERIALS DAMAGED IN TRANSIT SHALL BE REPAtREDIRESTORED BY APPROVED MEANS/METHODS TO PLAN EXAMINER
<br />ORIGINAL CONDITON OR BETTER BEFORE DELIVERY TO JOSSITE.
<br />9. CONCRETE:
<br />a. ALL CONCRETE SHALL BE MINIMUM 3000 PSI, 8-INCH MAX SLUMP.
<br />b. SLABONGRADE;
<br />i. SOIL- UNDISTURBED, GRANULAR SOIL SHALL BE ASSUMED TO HAVE A BEARING CAPACITY OF
<br />1. IF LOOSE SOIL, SOFT CLAY, DEBRIS, ETC. ARE OBSERVED, CONTACT EOR.
<br />2. 95% COMPACTION REQUIRED FOR ALL FILL PER ASTM D 155, MAX 1-FT PER LIFT.
<br />fl. SLAB SHALL BE 4-INCHES THICK, MINIMUM.
<br />iii. MIX SHALL BE TYPE 11 CEMENT
<br />iv. ViRTICAL EDGES SHALL BE FORMED.
<br />v. GROUND SHALL BE TERMITE TREATED WITH APPROVED PRODUCT- LAW OEM, UNDER ALL
<br />STRUCTURES & TREATMENT DOCUMENTED BEFORE ANY CONCRETE IS PLACED.
<br />vi. FOLLOWING TERMITE TREATMENT, CONTRACTOR SHALL INSTALL CONTINUOUS, MINIMUM 6-
<br />MIL, PLASTIC VAPOR BARRIER WITH MINIMUM 6-INCH WPED JOINTS.
<br />vii. BOTH 6X6, 10/110, WWF & FIBER MIX ARE ACCEPTABLE - UNLESS OTHERWISE SPECIFIED.
<br />viii. CONTRACTOR SHALL SAW CUT, CONCRETE SLAB, WITHIN 24-HOURS OF POUR, %ANCH DEEP,
<br />MAX 10-FT C-C EACH WAY,
<br />c. ABOVE GRADE CONCRETE SHALL BE SUPPORTED ON SHORING APPROVED BY EOR. SHORING SHALL
<br />ONLY BE REMOVED WITH EOR APPROVAL & ONSITE PRESENCE.
<br />d. REBAR, MINIMUM #5, DEFORMED, A36 UNLESS OTHERWISE SPECIFIED-
<br />t. LAP REBAR 40-DIAMETERS OR USE APPROVED REBAR CONNECTION IAW OEM INSTRUCTIONS.
<br />ii. REBAR IN CONCRETE CAST AGAINST EARTH SUCH AS FOOTINGS SHALL HAVE MINIMUM 3-INCH
<br />COVER. 2-INCHES COVER REQUIRED IN VERTICAL ELEMENTS EXPOSED TO WEATHER, 1-1/2-
<br />INCHES COVER FOR INTERIOR COLUMNS & BEAMS, & %-INCH COVER FOR INTERIOR WALLS &
<br />SLABS ABOVE GRADE.
<br />10. MASONRY:
<br />a. SHALL BE?_AID IN RUNNING BOND UNLESS OTHERWISE SPECIFIED.
<br />b. CONTRACTOR SHALL USE TYPE S (ACI 530) OR STRONGER MORTAR.
<br />c. CONTRACTOR SHALL USE APPROVED WIRE LADDER/TRUSS REINFORCEMENT EVERY THIRD CMU COURSE
<br />- MINIMUM FROM CORNERS OUT 8-FT.
<br />d. NEW MASONRY SHALL CONNECT TO EXISTING MASONRY BY WEATHER SEAL ONLY.
<br />e. CONTRACTION JOINTS;
<br />i, HORIZONTAL SPACING BETWEEN JOINTS SHALL NOT BE GREATER THAN 32-FT.
<br />ii. REINFORCEMENT SHALL NOT BRIDGE/DEFEAT CONTRACTION JOINT PURPOSE.
<br />iii. PRODUCT/SYSTEM USED SHALL HAVE FLORIDA PCA FOR PURPOSE & BE INSTALLED LAW
<br />APPROVAL.
<br />iv, JOINT WIDTH SHALL BE Y, INCH MINIMUM.
<br />I. CONTRACTOR SHALL INSTALL GROUTED CELLS & REBAR @ CORNERS, 4-FT C-C, @ SIDES OF OPENINGS,
<br />UNDER GIRDER/BEAM ENDS - CONTRACTOR SHALL KEEP GROUT CELLS CLEAN DURING BLOCK LAYING.
<br />11. STEEL:
<br />a. MINIMUM A36/AISC A-307
<br />b. SHALL BE PROTECTED AGAINST CORROStON IAW APPLICATION EXPOSURE. OEM PLATING,
<br />GALVANIZING, OR PAINTING SHALL BE DEEMED ADEQUATE IF INTENDED FOR APPLICATION,
<br />c. ALL FRAMING, ROOFING, & SHEETING NAILS SHALL BE RING SHANK, MINIMUM SIZE SPECIFIED &
<br />INSTALLED PER FBC
<br />12. LUMBER:
<br />a. NOT OTHERWISE CALLED OUT, SHALL BE HEM -FIR #2 OR STRONGER-
<br />b. P/T REQUIRED FOR EXPOSURE TO WEATHER. OR CONTACT WITH MASONRY/(--DNCRFTF
<br />c. ALL t-HEET'P -',,'FLOOR I NG/ETC- SHALL BE EXTERIOR GRADE, SPAN RATED, & INTENDED BY OEM FOR
<br />APPLICATION,
<br />13. WINDOWS& DOORS- MINIMUM +30-35 PSF RATING. EXTERIOR GLAZING SHALL BE IMPACT RATED OR
<br />PROTECTED.
<br />14. EOR PREFERS EMAIL COMMUNICATIONS allen�@gezelmanp.e.com
<br />III , aee check*d the perts-'0 tfuv'� �k-vqo m
<br />� I wq, wift-led awo�w�ate ax)nmtom ar't ddttr�wwd *�'w
<br />the dew� coffwty W" my Of9sw dtmv� wit"a Tbt ufx"ffv4 wm" mwl accwurx"c att W.&IM
<br />foals
<br />I cemty ttx--,e pw$ a's to Ow tme reststv�q deMeAt�� (WtKU941) WItY #Ad " a* tO 6enWIM WA (le*gateJ, tt*y
<br />wc�fv preorw 00 wo.W the of CK%Att 16 al aw cwm" "vem
<br />TODAY; PdWe VmW woOs aS neeON anxI st"h"�
<br />M The sVuCUtral planS are �*suyvd to mW OW kjoOS L�SW �n SeCtloo 1609' 1 1 of tl* rtrva &A"
<br />Code� te.. ttw b0deq ts 'swnpW bKayse it ts arnong ottw O*t� fnck�w, I ' by 00e defir� See.
<br />16011.4�
<br />Wr4 ArA fl. Expowre 8, vult 60,tvas4 IU' 3 mph
<br />Cmpovw,r45,w,l cWduN �wessvfe for wttxkwr� wxl *c"s- refeq to FOC Tatkn Chapttr 6 of ASM 7. SEE TABLES
<br />BELOW
<br />60 MPH'Emarorwl Wdw�q alf wmdow. and daws,
<br />E.g" fbt up to ISO MPH.
<br />M T - THESE PLANS WERE DESIGNED PER THE 2017 FLORIDA BUILDING CODE SIXTH EDI ON
<br />,_L_k TI
<br />COMPONENT & CLADDING DESIGN PRFSSLlkE tABLE
<br />t5o MP 'H EXPOSURE 13. HUIGMT �, 0 TO �0 FEET,
<br />U 3SEC GUST 2,1112 TO 6 9J12 PITC
<br />IMPORTAN' Ch I -ACTOR- I (ENCLOSED) (PSF)
<br />DUIRUA""A I -Tito)
<br />20
<br />----------
<br />WAU,
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<br />I FOR AREAS OF WIND SPEEDS BETWEEN TOME GIVEN ABOVE THE LOAOS MAY BF
<br />INTERPOU41D, OTHERWISE USE THE LOADS ASSOCIATED WITHTHE LOWER EFFECTIVE AREA
<br />T TABLE V kLUCS, ARE ADJUSTED FOR HEIGHT AND EXPOSURE
<br />3. PLUS AND MINIS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING
<br />SURFACES
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<br />CIA
<br />ENGINEER
<br />ALLEN GEZELIVIAN
<br />16502 HANNA RD.
<br />LUTZ, FLORIDA 33549
<br />PH. (727) 845-8133
<br />PE 59180
<br />pascobprint@microd.com
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<br />PROJECT NO. 18-026
<br />DATE: 12/20/19
<br />SHEET NO. I
<br />AOml
<br />COVER SHEET
<br />a
<br />LOCATION MAP
<br />
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