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<br />MEAN ROOF HEIGHT
<br />-77
<br />FIBERGLASS SHINGLES
<br />FRONT ELEVATION -UNIT 5
<br />FWZMA APPROVED PBODIICl'S LIST
<br />Parent Approval
<br />Manufacturer T
<br />_ Category
<br />_ Subcategory __ App/Seq # Pt+odoct Mold # or Name
<br />Model Description
<br />FL11321.1
<br />Builders Hardware, Inc.
<br />Exterior Doors
<br />Swm ing_Ext. Door
<br />Opaiue Fiberglass Door
<br />Entry Door
<br />FL15220.1
<br />Plastico, Inc.
<br />Exterior Doors
<br />Swinging Ext. Door Assemblies
<br />+Oaque Fiberglass Door
<br />Glazed Fiberglass Door
<br />-
<br />FL15279-RI
<br />- - -_ -
<br />Clopay Building Products Co panny
<br />Exterior Doors
<br />Sectional Ext. Door Assemblies
<br />;
<br />FL15349-RI
<br />MI Windows and Doors
<br />Windows
<br />Fixed
<br />I Model 185PW
<br />Aluminum
<br />FL3664-R3
<br />�-- -
<br />Tamko Building Products
<br />Roofing
<br />-- - - - -
<br />Underlayments
<br />-
<br />TW Underlayment
<br />-
<br />Self -Adhering Rubberized
<br />FL4968.1
<br />Guardian Buildm Products -_Ashley --
<br />_ .
<br />Panel Walls
<br />Soffits - - - - -
<br />_ ---- - _- -
<br />16" Quad Four Q/4
<br />- -
<br />Aluminum
<br />FL9792-R5
<br />Atlas RoofingCorporation
<br />Roofing
<br />9
<br />Asphalt Shingles '
<br />g
<br />StormMaster Shake
<br />Fiberglass Reinforced
<br />FL11473-R2
<br />Simpson Strong -Tie Co.
<br />_ _
<br />Structural Components
<br />Wood Connectors Anchors
<br />LSUU210
<br />Adjustable Hanger
<br />FL11473-R2
<br />I Simpson Strong -Tie Co,
<br />g-
<br />Structural Components
<br />p
<br />Wood Connectors Anchors
<br />,HETA
<br />Embedded Truss Anchor
<br />_
<br />FL11473-R2
<br />_----._. -- - -
<br />Simpson Strong -Tie -Co_
<br />--
<br />Structural Components
<br />- - -- -''
<br />Wood Connectors Anchors
<br />I _ _
<br />META
<br />Embedded Truss Anchor
<br />Simpson Strong -Tie Co. j
<br />Structural Components
<br />Wood Connectors Anchors
<br />--- - -
<br />Snnpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />j Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />Strap Ties
<br />FL11473-R2
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />LSTA12
<br />Strap Ties
<br />FL11473-R2
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />H2.5
<br />Truss Tie
<br />NOTE Qom'
<br />FLORIDA. APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES
<br />AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS.
<br />THOWTLAM ITT TIRE AIIIIINIMUM OF THE 2010 FLORIDA RESIDE TIAL BUIDINIG CODE,
<br />FBC 2010, R ABIIE 7-10.
<br />1. CONOW11E, SHALL BAVB A OF 2,000 PSI (UNLESS NOTED GIHlI WEE) @ 28 DAYS.
<br />2. 9111111111111111, SIHAI.L HAS Arai VNEDSPRENGTH OF 40,000 PSI IN ACCORDANCE WITH ASTM A 615.
<br />3. COPX311111IM40AUNWINNES, IF ANY, iAdsL &LOW COW LOAD HEARINGS IN ACCORDANCE TO ASTM C90
<br />ORC143,1'
<br />4. GROUT, IF ANY, SH LL HAVE 3/8" 981, &11 INCH SLUMP 2,= PSI AS PER ASTM C476.
<br />5. AR;IIt ANY, SEAU- BE TY903 *6R*H6CD 0i� ASTM C270.
<br />& TIIHI O FGi iGN BAM°SiilmL n G ID CORNERS BY IHINIDRNG THE BAR IN ACCORDANCE
<br />VNM 21111111113.4 OF IWINM 10A9. IN HBwiI C'1A Z BAR LAP SHALL BE 40 DIAMETER LIKEWISE, THE BOND
<br />BEAMADERHMMdOW SHALL BE ALL COIRNIIiS.
<br />7. AT C PLY ;4 TOOR OTHER FRAMING WITH COMMON NAILS FOR GABLE
<br />A. 4" O.C. 1lB O
<br />B. 6" 0C.
<br />8. 4" X 4" G LL& AT THE BASE OF WALL.
<br />9. AEI. L D� TO IN #2 SOCTTHBRN YELLOW PINE (OR EQUAL
<br />10. ArisL R"% A41IIIIIIIIIIIII OF M - 21M" 9'l M NAM DIMBC1LY UNDER THE MDER AND DOUEM
<br />1Fi:A1'88.
<br />11. I 116A#R^JFACF ieF a 1941E IN ACCORDANCE WITH THB LATEST IM DESIGN
<br />Rl@N6lIk. T!)� >ET� TO FURNISH ALL REACTION LOADS FOR DEAD LOADS,
<br />JJW_ ,IFAADB ANIB,V, LOAM. 781111911111111111M TRUSS LAYOUT AND DETAILS SIGNED BY A FLORIDA
<br />12.=Plt6l+TT ARAM BOW VARSOW G&TAtM E ORS, CLADDINTQ A 0 COI TTB ARE SUBNIITTED
<br />VIiFTH -TINE "ABCVING GArL 11lIAWA LN AM TBCHNr. AL MATHINAL q 1 7 ICATLGNS.
<br />13. ALL A9 ffiRBAR WALS OR SPEAR WALL S mmm WITH
<br />LAIR A WALL BY1111111WY4 MEA&PERTHE REQiJ '1'3 OF TM NATIONiAL COINCRETE
<br />MSC Tlt IRS A IS NOT USA FOR. TTHI EIRTTRB BUI1D0M ; LENGTH OF
<br />ACMV. BWR W" MU
<br />14. ALL 5 1 tD'N EACH SIDE Olt AND FILLED VVTTH (It10RTT.
<br />12 t81T EACH SIDR3 Olt GONG
<br />15. TO VINMY ALL IN THE FIBIA.
<br />16. ANiIY ( .'L�Q S ii88 BY TT38 PSOFBS L ENC DOM ORF RBCORD.
<br />A. BAd[C VfiDID =1403�ii /1M9NM 3 88C. GUST
<br />B. FAMIL CAGY II
<br />C. APPLACARES HWMMNAL P = W1114MARD
<br />LS WARD d:0.18
<br />19. 98L NUM AS a916A[TED 18 959AldBNWMDIWAfRIM, ADM D1557.
<br />FOUNDATION NOTES
<br />VERIFY LOCATION OF BUILDING AT SITE USING OWNERS APPROVED PLOT PLAN AND ADJUST CONCRETE FOOTING, MAX LANDING, AND
<br />STEPS, AS GRADE REQuIRE3. IF CONFLICTS BETWEEN EXISTING SITE CONDITIONS AND APPROVED PLOT PLAN ARISE CONTACT BUILDER.
<br />1. PREPARE SOIL TO RECEIVE 4" CONCRETE SLAB W/ WIRE MESH OVER 6 MIL VAPOR BARRIER AND CLEAN, WELL COMPACTED, TERMITE
<br />TREATED FILL.
<br />2. ALL FOOTINGS TO BE 16"W X 8" D W/2 #5 REBAR CONTINUOUS (UNLESS NOTED).
<br />3. ALL THIS SLABS (BELL FOOTING) TO BE 12" W X 20" D W/ 2 # 5 REBAR CONTINUOUS (PLACE UPLIFT STRAPPING OR ANCHORS
<br />AS MAYBE REQUIRED PER CODE).
<br />4. ALL COLUMN PAD TO BE 24" X 24" X12" W/ 3- #5 REBAR EACH WAY ONLESS NOTED).
<br />5. ALL TECKE ED EDGE SLABS TO BE 12" 12" W/ (1) #5 REBAR,
<br />&THICK SLAB AT FLOOR BEEVA17ON CHANGE IS TO BE 8" D X 16" W/2.0 REBAR CONTINUOUS.
<br />7. FILL CORE WITH CONCRETE AND PLACE (1 #5 REBAR VERTICAL FROM FOOTING TO TM-BEAAL
<br />8. PITCH SLAB AT GRADE AT 1" IN 10' TYPICAL (IN DIRECTION OF ARROW).
<br />9. RECESS FLOOR SLAB 3/4" AT ALL SLIDING GLASS DOORS AND EXTEND SLAB I In" PAST BLACK FACE.
<br />10. EXTEND SLAB EDGE AT EXTERIOR DOORS 1 1/2" PAST BLACK FACE.
<br />&Wv0LMJZJMM5JEJ'M@NJL_,' Ir FOR REVIEW
<br />12. COR4D ERER COMPRBS30�R PAD 3 FP C�% FROM WALT, TYPICAL OR A3 PLANS. OF FOUNDATION DESIGN.
<br />13. ALL STONE OR BRICK VDUM FOOTINGS TO BE 22" W X 10" D W/ 345 REBAR4 CONTINUOUS.
<br />14. ALL FOOTING FOR 2 STORY TO BE 20" W X Hr D W/ 345 REBAR CONTINUOUS.
<br />15. AIL THICK SLAB 03BI L FOOTING) W/ 2 STORIES BEARING TO BE 20" W x 20" D W/ 3- #5 REBARS
<br />( PLACE UPLIFT STRAPS OR ANCHORS AS MAY BE REQUIRED PER CODE.)
<br />16. THICK SLAB (BELL FOOTING) WHERE AT BEARING WALL OCCURS AT CHANGE IN FLOOR ELEVATION SHALL BE A MIN.
<br />16" D X 16" W CONTINUOUS.
<br />18. TERMITE SOIL PROTECTION TO BE PROVIDED BY REGISTERED TBRMI ICIDBS.
<br />1. ALL FRAMING MEI MERS SHALL BE WOOD MEMBERS WITH PROPERTIES EQUAL TO OR BETTER THAN THOSE GIVEN BY THE SOUTHERN
<br />PINE INSPECTION BUREAU FOR SURFACED DRIED SOUTHERN PINE NO.2 (MRGMUM ALLOWABLE BENDING STRESS-129OPSI FOR SINM E
<br />HERS USES AND 1400 PST FOR REPETITIVE MIIIMBER. USES. MODULES OF ELASTICITY-1,600.00 PSI)
<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. SUPPORTING WALL OR BEAMS
<br />WITH HURRICANE CLIPS OR ANCHORS AS NOTED.
<br />4. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THENATIONAL DESIGN
<br />SPECIFICATION FORS B LUMElW AND ITS FASTENERS AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION
<br />5. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTE WITH AN ENGINEER. SEAL FOR APPROVAL.
<br />DESIGN NOTES ARE TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS, CERTIFICATION
<br />OF THE CONNECTOR CAPACITY'S AND MANUFACTURES LICNSE TO FABRICATE TRUSSES UTH Z NG THE CONNECTORS SYSTEM PROPOSED.
<br />7. BRIDGING FOR PRE-ENGINEERED TRUSS SHALL BE AS REQUIRED BY TRUSS MANUFACTURER IN ADDITION TO MEMBER. SHOW ON
<br />DRAWINGS.
<br />8. ROOF DECKS SHALL BE 1/2" PLYWOOD OR OSB FOR FIBERGLASS SHINM E ROOFS AND 5/8" PLYWOOD FOR CONCRETE OR CLAY
<br />TILE ROOFS. USE 8D NAILS WITH 6" SPACING AT ALL PANEL EDGES AND 6" SPACING INTERMEDIATE SUPPORTS. PROVIDE
<br />PLY CLIPS AT UNSUPPORTED EDGES.
<br />9. ALL WOOD FRAME DETAILS SHALL BE IN ACCORDANCE WITH "NATIONAL DESIGN SPBCQtICA17ON FOR WOOD CONSTRUCTION" LATEST
<br />ADDITION, NATIONAL FOREST PRODUCTS ASSOCIATION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS.
<br />10. ROOF LIVE LOAD = 20 PSF. ROOF DEAD LOAD = 20 PSF
<br />11. GABLE ENDWALLS ADJACENT TO CATHEDRAL CII.IINGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGM.
<br />12
<br />nr�," 4
<br />u uu
<br />PLUMBING NOTES
<br />WALL O.A.H.
<br />FIN. FLOOR
<br />1. PROVIDE PLUMBING FIXTURES, AS SELECTED BY PRACTICAL CONST. COMPLETE WITH ALL TRIM TRAPS, STOP VALVES, SUPPLIES
<br />AND ESCUTCHEONS,
<br />2. ALL PLL%&BINNG SHALL BE IS STRICT ACCORDANCE WITH STANDARD PLUTv MO CODES AND LOCAL ORDINANCES.
<br />3. SOIL WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC.
<br />4. ALL WATER PIPING SHALL BY TYPE "Lm WITH 95-5 SOLDERED JOINTS OR C.P.V.C.
<br />5. COPPER PIPING UNDERGROUND AND IN CONTRACT WITH DISSIMH AR METALS SHALL BE COATED WITH TAR ENAMEL. AW WA-C,203
<br />OR EQUAL.
<br />6. PROVIDE DWIVIDUAL WATER STOPS AT ALL WATER CLOSETS, LAVATORIES AND KITCHEN SINK INSTALLATIONS.
<br />7. RUN ALL PIPES CONCEALED IN WALL, FLOORS, ABOVE CML 4GS OR BELOW GRADE
<br />8. VERIFY ALL ROUGH IN REQUIREMENTS WITH THE FIXTURES THAT ARE SELECTED
<br />9. COORDINATE ALL WORK WITH TRADES.
<br />10. PROVIDE FULL SIZE PIPING FROM HOT WATER P&T WALVE TO EXTERIOR.
<br />11. WATER PIPING RUN THROUGH CONCRETE OR MASONRY SHALL BE WRAPPED WITH 10-ML VIM PLUACIIIINIG TAPE.
<br />12. HOT WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITH COUNTY WIDE ENERGY CODE.
<br />13.40 GALLON WATER HEATER.
<br />14. TANS TYPE WATER CLOSET VOLUME 1.5 GALLONS.
<br />15. WATER FLOW RATE. SHOWER HEIADS 2.5 GPM PRIVATE FACIIITES 2.2B GPM
<br />16. PLUACEIRS MUST USE A METAL OR PLASTIC MATERIAL TO BOX OUT AREAS IN CONCRETE WHERE DRAINS ARE TO BE INSTALLED.
<br />17. THERMAL EXPANSION PROTECTION IS REQUIRED WHEN THE WATER SERVICE IS EQUIPPED WITH A BACMDWN PREVENTION DEVICE.
<br />18. ALL BACGtLOWN PREVENTION DEVICES ARE REQUIRED TO BE TESTED AND TEST RESULTS SUBMITTED TO THE BUILDING DEPARTMENT
<br />BEFORE THE CERTIFICATE OF OCCUPANCY IS ISSSUIID.
<br />19. IN GARAGES ALL WATER HEATERS SHALL BE ELEVATED TO ENSURE THAT THE LOWEST IGNITION SOURCE IS 18" ABLOVB THE FLOOR
<br />INCLUDING ELECTRIC WATER HEATERS.
<br />GENERAL NOTES
<br />1. BUILDER WILL VERIFY ALL DIMEI NSIONS SHOWN OR IMPLIED BEFORE STARTING ANY WORK.
<br />2. BUILDER WILL COMPLY WITH ALL BUILDING CODES BOTH STATE AND LOCAL, AND COMPLY WITH ALL LOCAL AUTHORITIES
<br />HAVING J[JRISDICIION.
<br />31T IS TNB CONTRACTORS SOLE RESPONSIBILM TO RMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE
<br />BUILDING AND COMPONENT PARTS DURING ERECTION THIS INCLUDES BUT IS NOT LDHIED TO THE ADDITION WHATEVER 1IMPORARY
<br />BRACING, GUYS, OR THE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY
<br />OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.
<br />4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERWM AND SHALL CONFORM TO THE
<br />ARGIIITECTURAL DRAWINGS,
<br />5. NAIL AND GLUE BUCKS, THE WOOD BETWEENi THE DOOR JAMB AND THE WALL.
<br />6. THE MULLIONS - STRIPS BETWEEN A SERIES OF WINDOWS - MUST BE CERTIFIED TO WIITISTAND THE DESIGNED WIND CAPACITY.
<br />7. WINDOWS AND GLASS DOORS MUST MEET T13B IMPACT STANDARDS. WINDOW MF1I1 MUST HAVE LABELS ATTACHED LIST M
<br />MANUFACTURER, PERFORMANCE CHARACTERISTICS AND CERTIFICATION THAT THEY HAVE BEEN TESTED. LABELS MUST STAY ON UNTIL
<br />THE FINAL INSPECTION.
<br />8. WALL SIDING, INCLUDING BRICK FACING, PAIIVTED BLOCK OR STUCCO, MUST END 6 INCHES ABOVE THE GROUND TO ALLOW FOR FUTURE
<br />TERMITE INSPECTIONS. THE CONTRACTOR CAN PAINT THE BARB BAND OR APPLY A PLASTER LIKE FINISH LESS THAN 518 INCH THICK
<br />DIRECTLY TO THE FOUNDATION WALL.
<br />9. ANY GLAZING WITHIN 36" HORIZONTALLY AND BELOW 60" OF THE STANDING SURFACE OF BATHTUB, SHOWER,SPA,UM, SHALL BE
<br />SAFETY GLAZED.
<br />10. BATHROOM VENTILATION MUST BE MECHNICALLY EXHAUSTS TO BUILDING EXTERIOR
<br />11. EQUIPMENT DISCONNECT MUST BE W1THIIN SITE.
<br />12. TIRE EQUIPMENT SERVICE PANEL MUST BE LOCATED WITHIN V-0" 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 OWNER THAT THE CONDENSATION
<br />DRAIN IS STOPPED UP MUST BE INSTALLED IF THE AIR HANDLER UNIT IS IN THE ATTIC.
<br />16. ALL MECHAMCAL EQUIPMENT INCLUDING .A/C CONDENSERS, POOL FILTERS AND POOL HEATERS SHALL BE SECURED TO RESIST
<br />LOCATION WIND LOADS.
<br />MASONRY NOTES: MASONRY/CONCRETE NOTES
<br />1. ALL MASONRY IS TO BE 8" HOLLOW UNITS SHALL CONFORM TO ASTM C90, TYPE NI; WITH A MNINIMUM COMPRESSIVE STRMWIH
<br />OF 1000 PSI.
<br />2. MORTAR SHALL CONFORM TO ASTM C476, TYPE PL, WITH A MINIMUM COMPRESSIVE STRENGTH OF 25W PSL
<br />CONCRETE NOTES;
<br />1. ALL CONCRETE SHALL HAVE A IvIINIvIUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.
<br />2. ALL REINFORCING STEEL TO BE NEW DOMESTIC DEFORMED BILLET SIM, CONFORMING NG TO ASTM A-615 GRADE 40 EXCEPT THAT
<br />TIES MAY BE DOMESTIC STEEL CONFORMING TO ASTM A-615 GRADE 40.
<br />3. WELDED WIRE FABRIC SHALL CONFORM TO A 185.
<br />4. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPBNINGS,SLEBVBS,ANCHOR BOLTS) NSERTS E=. AS REQUIRED BY OTHER TRADES
<br />BEFORE CONCRETE IS PLACED. NO SLEEVBS,OPENNINGS PR INESBRTS MAY BE PLACED IN BEAMS OR SLABS UNLESS APPROVED BY TEE
<br />ARCHITECT AND SHOWN ON SHOP DRAWINGS.
<br />5. ALL REINFORCING DETAILS TO CONFORM TO wh ANUEL OF STANDARD PRACTICE FOR DETAUMO REINFORCED CONCRETE STRUCTURES,
<br />AC 315, UNLESS DETAILED OTHERWISE ON STRUCTURAL DRAWINGS.
<br />6. PROVIDE SPACERS,CHAIRS,BOLTS,ETC. AS REQUMW TO AS CB AND SUPPORT ALL REINFORCING IN PLACE.
<br />7. PROVIDE CORNER BARS FOR ALL FOOTINGS.
<br />8. ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE BEND AND SHALL BE Elvl»DED 5 INCEIES TNT axx FOOTINGS
<br />AND A M01NIMUM OF 6 INCHES INTO ALL THE OTHERS. DOWEL BARS LAP VERTICAL WALL, REINFORCEMENT A MINIMUM OF 25 IINCHES.
<br />9. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEII.INGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGM.
<br />Me
<br />M
<br />0
<br />PREVAILING't r
<br />CODES, FLORIDA BUTT
<br />CODE, NATIONAL ELECTRIC
<br />CITYOFZEPHMILLS ORInvODE,'
<br />NOTES
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