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<br />MEAN ROOF HEIGHT
<br />FIBERGLASS SHINGLES
<br />FIBERGLASS SHINGLES
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<br />FLORMA APPROV11D PRODUCTS LIST
<br />Parent Approval
<br />Manufacturer
<br />Category
<br />Subcategory
<br />App/Seq # PI1NWN#rFrm
<br />Model Description
<br />FLI 1321.1
<br />Builders Hardware, Inc.
<br />Exterior Doors
<br />Swinging Ext. Door
<br />Opaque Fiberglass Door
<br />Entry Door
<br />FL15220.1
<br />Plastico, inc.
<br />Exterior Doors
<br />Swinging Ext. Door Assemblies
<br />Opaque Fiberglass Door
<br />Glazed Fiberglass Door
<br />FL15279-RI
<br />Clopay Building Products Company
<br />Exterior Doors
<br />Sectional Ext. Door Assemblies
<br />FL15349-R1
<br />MI Windows and Doors
<br />Windows
<br />Fixed
<br />Model 185PW
<br />Aluminum
<br />FL3664-R3
<br />Tamko Building Products
<br />Roofing
<br />Underlayments
<br />TW Underlayment
<br />Self -Adhering Rubberized
<br />FL4968.1
<br />Guardian Building Products - Ashley
<br />Panel Walls
<br />Soffits
<br />16" Quad Four Q/4
<br />Aluminum
<br />FL9792-R5
<br />Atlas Roofing Corporation
<br />Roofing
<br />Asphalt Shingles
<br />StormMaster Shake
<br />Fiberglass Reinforced
<br />FL11473-R2
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />LSUU210
<br />Adjustable Hanger
<br />FLi 1473-R2
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />HETA
<br />Embedded Truss Anchor
<br />FLI 1473-R2
<br />Simpson Strong -"lie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />META
<br />Embedded Truss Anchor
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />Strap Ties
<br />FLI 1473-R2
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />LSTA12
<br />Strap Ties
<br />FL1 1473-R2
<br />Simpson Strong -Tic Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />112.5
<br />Truss Tie
<br />NOTjR 2:7*
<br />FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES
<br />AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS.
<br />GENERAL STRUCTURAL NOTES
<br />THESE PLANS MEET THE M DHMUMI RBQUIREMENTS OF THE SILL EDITION (2014) FIMJDA RESIDENTIAL BUILDILtN(i OODB,
<br />FEC 2014, A ASCS 7-10.
<br />1. CONCRETE SHALL HAVE A M DOR MI COMPRESSIVE STRENGTH OF 2,000 PSI (UNLESS NOTED OTHERWISE) ® 28 DAYS.
<br />2. STEEL REINFORCEMMff SHAH. HAVE A MIIMUMI YIELD STRENGTH OF 40,000 PSI IN ACCORDANCE WITH ASIIM A-61S.
<br />3. CONCRETE MASONRY UNITS, IF ANY, SHALL BE HOLLOW CORE/ LOAD BUARB4(1S INACCORDANCE TO ASIM C90
<br />OR C145, 1,900,PS1 MINIMUM.
<br />4. GROUT, IF ANY, SHALL HAVE 3/8" MAXIMUM AGGREGATE. 8-11 INCH SLAW 2A00 PSI AS PER ASTM C476.
<br />S. MOXtTAR F ANY, SHALL BE TYPE M OR S IN CONFORMANCE AS1M C270.
<br />6. THE OUTER FOUNDATION BARS SHALL BE CONTINOUS AROUND CORNERS BY BENDING THE BAR IN ACCORDANCE
<br />WITH 2O23.4 OF THE 39M 10.". IN BOTH CASES THE MINIMUM BAR LAP SHALL BE 40 DLAMEIER LBMWI86, THE BOND
<br />BEAM REINFORCEMENT SHALL BE CONTINOUS AROUND ALL CORNERS.
<br />7. ATTACH PLYWOOD SHEATHING TO SUPPORTING TRUSSES OR OTEER FRAM1M WITH COl1l MOM NAILS FOR GABLE
<br />DIAPHRAGMS ONLY, (UNLESS OTHERWISE NOTED) Sd.
<br />A. 4" O.C. ALONG EDON OF PLYWOOD PANELS.
<br />W 6" OC. MONO FIELD OF PLYWOOD PANES.
<br />8. PROVIDE 4" X 4" CLEAN OUT FOR ALL CONNC ETE FILLED CELLS. AT THE BASE OF WAIL
<br />9. ALL WOOD LOAD BEARING EXTERIOR AND INTERIOR WALLS TO BE 02 SOUTHIMM YELLOW PINE (OR EQUAL
<br />(FB = 1200 PSi) (it) 16" O.C. UNLESS NOTED OTHERWiSE).
<br />10. ALL WOOD G I DBRS SHALL HAVE A MIN. OF (4) - 2"X4" STUDS PLACED DIRECTLY UNDER THE GIRDER AND DOUBLE
<br />PLATES.
<br />11. PR&MANUFACTURED ROOF TRUSSES TO BE DESIGNED IN ACCORDANCE WITH THELATEST TPI DE1111
<br />RBQUI EMMEiTS. THE TRUSS MANUFACTURER IS REQUIRED TO FURNISH ALL REACTION LOADS FO>R DEAD LOADS,
<br />LIVE LOADS AND WIND LOADS. MANUFACTURER TO SUBMIT TRUSS LAYOUT AND DETAILS S30NW BY A FLORIDA
<br />RF,GISTFRED ENGINEER.
<br />12. EXTERIOR FRONT AND BACK DOORS, WINDOWS, GARAGE, DOORS, GADDING AND COMPONENTS ARE, SUBMFTTEID
<br />WITH THE "TBCHNiCAL MANUAL" POOL INSTALLATION AND TECHNICAL MATER[AL SlBC 'A1>T1S.
<br />13. ALL EXTERIOR CONIC UM BLOC[ WALLS ARE DESIGNED AS SHEAR WALS OR SHEAR WALL SE(1t►ENT18 WITH
<br />DUR A -WAIL EVERY OTHER BLOCK AS PER THE RBQUMRkM TS OF THENATIONAL CON CR]STE
<br />MASONRY INSTITUTE. IF DURA-WALL IS NOT USEDFOR THEENTIRE BUME MXX LBNK>?M OF
<br />ACTUAL SHEAR WALL WLL BE DESIGNATED ON THE PLANS.
<br />14. ALL OPENINGS GREATER THAN S FEET TO HAVE 145 BAR ON EACH SIDE OF OPENING AND FILM WITH GROUT.
<br />OPENiINGS GREATER THAN 12 PEET TO HAVE 245 BARB ON EACH SME OF OPEN INM
<br />15. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD.
<br />16. ANY CHANGES TO SEALED DRAWINGS MUST BE APPROVED BY THE 39301NALERGINEEROFR11CORD.
<br />17. STRUCTURAL DESIGN CtITIERiik
<br />A. BASIC WIND SPEED -140 MPH /108 MPH 3 SSG GUST
<br />B. REX CATEGORY IT
<br />C. APPLICABLE INTERNAL PRESSURE COEFFICIENT - WINDWARD
<br />LEEWARD dA18
<br />I& ASSUMED MMINMUM EXISTING SOME, BEARING PRESSURE - 2500 PSF
<br />19. SOIL, NG7TBD AS COMPACTED 18 95% MODIFIED PROCTOR ASTM D1337.
<br />FRONT ELEVATION
<br />SCALE: 3/16'-l'-O"
<br />FOUNDATION NOTES
<br />VERIFY LOCATION OF BUILDING AT SITE USING OWNERS APPROVED PLAT PLAN AND ADJUST CONCRETE POOITIN% SLAB, LATIIDQtI(i, AND
<br />818P8, AS GRADE RBQUIRES. IF GANNFLICTS BETWEEN E USTING, SITE CONDTIIONS AND APPROVED PLOT PLAN ARM CONTACT BUILDER.
<br />1. PREPARE SOB. TO RECEIVE, V CONCRETE SLAB W/ WIRE MESH OVER 6 Mil, VAPOR BARRIER AND CLEAN, WELL COMPACTM TERMITE
<br />TEE
<br />TREATED FILL
<br />2. ALL FOOTINGS TO BE 16"W X 8" D W 2 n REBAR CONTINUOUS (UNLESS N1771D}
<br />3. ALL THICKENED SLABS (BELL FOOTIN(3) TO BE 12" W X 20" D W/ 2 # S REBAR CONTINUUM (PLACE UPLIFT STRAPPINO OR ANCHORS
<br />AS MAYBE RBQUMEDPER CODS.
<br />4. ALL COLUMN PAD TO BE 24" X 24" X12" W/ 3-03 REBAR EACH WAY "41.888 NOTED).
<br />S. ALL THICKENED EDGE SLABS TO BE 12" 12" W/ (1) #S REBAR,
<br />63HICKENED SLAB AT FLOOR ELEVATION CHANGE IS TO BE 8" D X 16" WQ -NHS REBAR CO MPIUOUS.
<br />7. FILL CORE WITH CONiCRETE AND PLACE (1 #3 REBAR VERTICAL FROM P007M TO T164MAM,
<br />8. PITCH SLAB AT GLADE. AT 1" IN 10' TYPICAL (IN DIRECTION OF ARROW).
<br />9. RECESS FLOOR SLAB Ur AT ALL $ELIDING GLASS DOORS AND EXTEND SLAB I LAr PAST BLOC[ FACE
<br />10. EXTEND BLAB EDGE AT EXTERIOR DOORS I Ur PAST BLOC[ FACE.
<br />11. SUNKEN SHOWER TO BE 4" CONCRETE RECESSED SLAB W/ 6X6 #10 W.W. MESH (OR FIB M SH .
<br />12. AIR CONDITIONER COMPRESSOR PAD SHALL BE 3 X4'X4" PLACED V FROM WALL, TYPICAL OR AS PLANS,
<br />13. ALL STONE OR BRICK VINM FOOTINGS TO BE 22" W X 10" D W/ 3-0 REBARS CONIENUOUL
<br />14. ALL POOTINO FOR 2 STORY TO BE 20" W X 10' D W/ 343 REBAR CONTINUUM
<br />13. ALL THICKENED BLAB (BELL FOOTING) W/ 2 STORIES BEARING TO BHE 20" W: 2V D W/ 3- #SRBBARS
<br />( PLACE UPLIFT STRAPS OR ANCHORS A8 MAY BE RBQUIItED PER CODE.)
<br />16.7111CMW BLAB (BELL FOOTING) WHEREAT BEARING WALL OCCURS AT CHANGE IN FLOOR BLBVATIO N SHALL BE A MIN.
<br />16" D X 16" W CONIENUOUL
<br />17. SOIL. BEARING CAPACITY SHALL BE A MIN. OF 2000 PSF IF NOT, M77FY ENGINM IMMEDIATELY FOR REVIEW OF POUAIDAIIM DESIGN.
<br />18. TERMITE BOIL. PROTECTION TO BE PROVIDED BY RE(ESTERM TERMITTCIDES.
<br />1. ALL FRAMING MSS SHALL BE WOOD WMER8 WITH PROPERTIES BQUAL TO OR BETTER THAN THOSE GIVEN BY THE, SOUTHERN
<br />PLNB INSPBCITONN BUREAU FOR SURFACED DRIED SOUTHERN FINE NO.2 (AM MUM ALLOWABLE BENDING STRESS-12%FSI FOR SINGLE
<br />MEMBERS USES AND 1400 PSI FOR REPETTRVE mEmm USES. MDDULE9 OF ELASTICT Y-1,600a00 PST)
<br />2. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED,
<br />3. ALL ROOF RAFTERS AND PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORT M WAIL OR BEAMS
<br />WITH HURRICANE CUB OR AIRS AS NOTED.
<br />4. PREFABRICATED WOOD TRUSSES SHALL, BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE"NATIO NAL DESIGN
<br />SPBCII+ICATION FOR 91RB414WADE LUMIBBR" AND ITS FASTI HERS AS BY THE NATIONIAL FOREST PRODUCTS ASSOCAT11OVE
<br />3. TRUSS MANUFACTURER SHAM. SUBMIT SHOP DRAWINGS AND DESIGN NOTE WITH AN ENGINEERSEA1 FOR APPROVAL
<br />DESIGN NOTES ARE TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SBCURE7H1E1M1BERSCM 11CATION
<br />OF THE CONNECTOR. CAPACITY'S AND MANUFACTURES LICENSE TO FABRICATE TRUSSES UTILMING THE CONNECTORS SYSTEM PROPOSED.
<br />7. BRmam FOR PREVOGINEERED TRUSS SHALL BE AS REQUIRED BY TRUSS MANUFACTURER INADDITION TO M>EMiBER SHOW ON
<br />DRAWINGS,
<br />8. ROUX+ DECO$ SHALL BE 1/2" PLYWOOD OR OSB FOR FIBERGLASS SHINGLE ROOFS AND YV PLYWOOD FOR CONCRETE ORCLAY
<br />TILE ROOFS. USE 8D NAILS WITH 6" SPACING AT ALL PANEL EDGES AND 6" SPACING INTI N0810LATE SUPPOM PROVIDE
<br />PLY CLIPS AT UNSUPPORTEDBD(E8.
<br />9. ALL WOOD FRAME DETAILS SHALL BE IN ACCORDANCE WITH "NATIONAL DESIGN SMCEFICATIM POR WOOD LATEST
<br />ADDITION, NATIONAL FOREST PRODUCTS ASSOCIATION, UNLESS DETAILED OTHERWISE ON THE 91RUCTURAL DRAWINW
<br />10. ROOF LIVE LOAD - 20 M ROOF DEAD LOAD - 20 PSF
<br />11. GABLE ENDWALLS ADJACENT TO CATHEDRAL CE LINGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGM,
<br />PLUMBING NOTES
<br />1. PROVIDE PIAMBING FIXTURE$, AS SELECTED BY PRACTICAL CONST. COMPLETE WITH ALL TRIM TRAPS, 9" VALVES, SUPPLIES
<br />AND EBcvrC1EDNN8,
<br />2. ALL I' MIMING SHALT. BE 18 STRICT ACCORDANCE WITH STANDARD PLUMBING CODES AND LOCAL ORDINANCES,
<br />3. SOIL WASTE AND VENT PJPIM SHALL HE SCHEDULE 40 PVC.
<br />4. ALL WATER PIPING SHALL BY TYPE "L" WITH 93-5 SOLDERE D JO[NTS ORC.P V.C.
<br />S. COPPER PMMM UNDERGROUND AND IN CONTRACT WITH DISSIMILAR METALS SHALL B8 COATED WITH TAR ENAMEL AW WA-G203
<br />OR BQUAL.
<br />6. PROVIDE INDIVIDUAL WATER STOPS AT ALL WATER CABBIE, LAVATORIES AND tiTCHEN SQDC INSTALLATIONI$.
<br />7. RUN ALL PIPES CONCEALED IN WALL, FLOORS, ABOVE CEILINGS, OR BELOW GRADE.
<br />L VERIFY ALL ROU13 i IN REQUIREMENTS WITH THE FIXTURES THAT ARE SELECTED
<br />9. COORDINATE ALL WORK WITH TRADES.
<br />10. PROVIDE FULL S12 E PIPING FROM HOT WATER PAT WALVE TO EXTERIOR.
<br />11. WATER PIPING RUN THROUGH CONCRETE OR MASONRY SHALL BE WRAPPED WITH 104& VINYL PL2UM IKM TAPE
<br />11 HOT WATER PIPING SHALT. BE INSULATED IN ACCORDANCE WITH COUNTY WIDE ENERGY CODE.
<br />13.40 GAiiON WATER HEATER.
<br />14. TANK TYPE WATER CLOSET VOLUME I.3 GALLON L
<br />15. WATSR-FLOW RATE SHOWER HEADS 2.3 OPM PRIVATE FACRIT188 2.21B GPM
<br />16. PLUMBERS MUST USE A METAL OR PLASTIC MATERIAL TO BOX OUT AREAS IN CONCRETE WHERE MAIM ARE TO BE INSTALLED.
<br />17. THERMAL, EXPANSION PROTECTION 18 RBQUI ED WHEN THE WATER SERVICE IS BgUUT®W11H A RAC MA)WN PBEVENnM MVXE
<br />It ALL BACKFLOWN PREVENTION DEVICES ARE RB"M TO BE TESTED AND TEST RESULTS SUEY MW TO THE, BUILDING DEPAwnmw
<br />BEFORE THE CERTIFICATE OF OCCUPANCY 18 ISSUED.
<br />19. IN GARAGES ALL WATER HEATERS SHALL BE ELEVATED TO ENSURE THAT THE LOWEST IGNITION SOURCE IS IS" AELAVE THE FLOOR
<br />INCLUDING ELECTRIC WATEEHEATIRS.
<br />GENERAL NOTES
<br />1. BUILDER WILL VERIFY ALL DIMENSIONS S SHOWN OR IPLiED BEFORE STAR71M ANY WORK.
<br />I BUILDER WILL COMPLY WITH ALL BUILDING CODES BOTH STATE AND LOCAL„ AND COMPLY WITH ALL LOCAL AUTIHORITES
<br />HAVINO RMISDICTIOk
<br />3.1T 18 THE CONTRACTORS SOLE RESPONSIBILM TO DETERM I N 11 ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE
<br />BUILDIM AND COMPONENT PARTS DURING ERECTION THIS INCLUDES BUT IS NOT LIMITED TO THE ADDITION WHATEVER TEMPORARY
<br />BRACING. GUM OR THE DOWNS THAT MAY BE NBCESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY
<br />OF THE CONTRACTOR AFTER COMPLETION OF THE PRIOJBCr
<br />4. ALL DIUMMONS AND ELEVATIONS SHOWN ON THIN STEMUCTURAL DRAWINGS SHALL BE VERIFIED AND SHALL CONFORM TO THE
<br />ARCHITECTIL)RALDRAWING&
<br />S. NAIL AND GLUE DUCKS, THE WOOD BETWEEN THE DOOR JAMB AND THE WALL
<br />6. THE MULLIONS -STRIPS BETWEEN A SERIES OF WDWOWS - MUST BE GRRTBtIEDTO Wl1T18TAND THE DESKNM WDW CAPACTY.
<br />7. WINDOWS AND GLASS DOORS MUST MEET THE IMPACT STAMARDS. WINDOW MFG . MUST HAVE LABUS ATTACHEDUSTING
<br />MANUFACTURER PERFORMANCE CHARACTERISTICS AND C ERTIMATION THAT THEY HAVE BEEN TESTED. LABES MUST STAY ONUNTIL,
<br />THE FiNAL INSPECTION.
<br />8. WALL S113M INCLUDING BRICK FACDJG, PAINTED BLACK OR STUCCO, MUST END 6 INCHES ABOVE THE, GROUND TO ALLOW FOR FUTURE
<br />TERMITE INSPECTIT. THE CONTRACTOR CAN PAINT THE BARE BAND OR APPLY A PLABTER4M FINISH LESS THAN N INCH IMC L
<br />DMBCMY TO THE FOUNDATDN WALL.
<br />9. ANY GLAZING WMIEN 36" HORIZONTALLY AND BELOW 60" OF THE STANDING SURFACE OF BATHTUB, SH10WERMANW, Si ALL BE
<br />SAFETY GAZED.
<br />10. BATHROOM VENTILATION MUST BE MECHNILCALI Y EXHAUSTED TO BUILDING EXTERIOR.
<br />11. BQUIMMENT DISCON ?MCT MUST BE WITHIN SITE.
<br />12 THE BQUTPMENT SERVICE PANEL MUST BE LOCATED WITHIN V-V OF ATTIC ACCESS, IF THE AiR HANDLER UNIT IS IN THE ATTIC.
<br />13. A FLOAT SWITCH TO SHUT DOWN THE UNIT OR OTHER APPROVED DEVICE TO ALERT THE HOME OWNIER THAT THE, CONDENSATION
<br />DRAIN 18 STOPPEDUP MUST BE INSTALLED IF THE AiR HANIDLBR UNITS INTHEATTIC.
<br />16. ALL MECHANICAL BQUIPMHNT INCLUDING AIC CONDENSERS, POOL FILTERS AND POOL HEATERS SHALL BE SBCURED TO RESET
<br />LOCATION WIND LOADS.
<br />MASONRY NOTBB: MASONRY/CONCRETE NOTES
<br />1. ALL MASONRY 18 TO BE 8" HOLLOW UNITS SHALL CONFORM TO ARM C90, TYPE Nl, WITH A MIN DOEM C(M1PRBSSIVB S1REN107H
<br />OF 1000 PSL
<br />2. MORTAR SHALL CONFORii[ TO ASTM C476, TYPE PL, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSL
<br />CONCRETE NOTES;-
<br />1. ALL CONCRETE SHALLL, HAVE A MOMAN COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.
<br />I ALL REINFORCING STEEL. TO BE NEW DOMESTIC DEFORMED BRIM SIE IBL CONFORMING TO ASIM A-613 GRADE 40 EUDCOT THAT
<br />TIES MAY BE DOMESTIC STEEL CONPORMQ40 TO ASTM A41S GRADE 40.
<br />3. WELDED WIRE FABRIC SHALL. CONFORM TO A 185.
<br />4. CONTRACTOR. SHALL VERIFY LOCATIONS OF ALL OPERINGSSUMVESANCHOR, BOLTSAMER1 S,BE1G AS REQUIRED BY 07M TRADES
<br />BEFORE CONK UTE IS PLACED. NO SLEEVES,OPENINGS PR BEMIS MAYBE PLACED INBEAMS OR BLABS UNLESS APPROVED BY THE
<br />ARCIMETBCT AND SHOWN CiH SHOP DRAWOM
<br />S. ALL RBINFORC IM DETAILS TO CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES,
<br />AC 313, UNLESS DETAILED OTHERWISE ON STRWTURAL DRAWINGS,
<br />6. PROVIDE BPA(ERB,CHAIR B, MTB,ETG AS RBQU1 ED TO ASSEMBLB,PI.ACB AND SUPPORT ALL REDUORC ING IN PLACE
<br />7. PROVIDE CORNER BARB FOR ALL FOOTINGS,
<br />L ALL FOOTING DOWEL BARB SHALL HAVE A STANDARD 90 DEGM BEND AND SHALL BE EMBEDDED S INCHES ]N IXNN ,'H F007DM
<br />AND A MINIMUM OF 6 INCHES INTO ALL THE OTHERS. DOWEL BARS LAP VERTICAL WALL A MGIIMIM OF 2S INCES.
<br />9. GABLE ENDWALLS ADJACENT TO CATHEDRAL CERMOS ARE RBQ[UIRED TO BE CONTINUOUS FROM PLC>OR TO ROOF DIAPHRAGM.
<br />M.
<br />WALL O.A.H.
<br />CD
<br />00
<br />DRAWING PAGE INDEX
<br />SH-1
<br />- ENGINEERING
<br />NOTES
<br />SH-2
<br />- FLOOR PLAN
<br />SH-3
<br />- ELEVATIONS
<br />SH-4
<br />- FOUNDATION
<br />PLAN
<br />SH-5
<br />- ROOF PLAN
<br />SH-6
<br />- ELECTRICAL
<br />PLAN
<br />S-1
<br />- DETAILS
<br />S-2
<br />- DETAILS
<br />S-3
<br />- ROOF NAILING
<br />& NOTES
<br />ALL WC'R ! ,SH?,LL COWPLY WITH PF�EVAILING
<br />CODES FLORCA BUILDING CODE,
<br />NATIONAL ELECTRIC CODE,
<br />AND THE CITY OF ZEPHYR41LLS
<br />ORDINANCES
<br />PREVIEW DATE �
<br />CITY CIF ZEPHY H LI S
<br />PLAN EXAMINER
<br />ENGINEERING NOTES
<br />SCALE 3/16 -1 0"
<br />
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