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FRONT ELEVATION -UNIT 5
<br />FLORMA APPROVED PRODUCT'S LIST
<br />Parent Approval Manufacturer
<br />Category
<br />Subcategory
<br />App/Seq # Prodoct Modd # or Name
<br />Model Description
<br />FL11321.1 Builders Hardware, Inc.
<br />Exterior Doors
<br />Swinging Ext. Door
<br />Opaque Fiberglass Door
<br />Entry Door
<br />FL15220.1 I Plastico, Inc.
<br />-
<br />Exterior Doors -
<br />Swinging Ext. Door Assemblies
<br />Opaque Fiberglass Door
<br />'Glazed Fiberglass Door
<br />-
<br />FL15279-RI Clo a - Building Products Company_
<br />Exterior Doors
<br />Sectional Ext. Door Assemblies
<br />FL15349-RI MI Windows and Doors
<br />Windows
<br />Fixed
<br />Model 185PW
<br />Aluminum
<br />FL3664-R3 Tamko Building Products
<br />Roofing
<br />Underla ents
<br />Ym
<br />TW Underla ment
<br />Y
<br />Self -Adhering Rubberized
<br />g
<br />FL4968.1 Guardian Building Products - Ashley
<br />- g _y
<br />Panel Walls
<br />Soffits -___-
<br />16" Quad Four Q/4
<br />Aluminum
<br />FL9792-R5 Atlas Roofing Corporation
<br />Roofing
<br />JAsphalt Shingles
<br />StormMaster Shake
<br />Fiberglass Reinforced
<br />FL11473-R2 Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors -
<br />LSUU210
<br />Adjustable Hanger
<br />FL11473-R2 ! Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />HETA
<br />Embedded Truss Anchor
<br />FL11473-R2 Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />META
<br />Embedded Truss Anchor
<br />Simpson Strong -Tie Co.
<br />- - -
<br />Structural Components
<br />-- .
<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 />FL11473-R2 • Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />LSTA 12
<br />Strap Ties
<br />FL11473-R2 Simpson Strong-Tiep Co.
<br />-- -
<br />Structural Components
<br />- -
<br />Wood Connectors Anchors
<br />- _ _ .__
<br />H2.5
<br />Truss 'fie
<br />NOTE MV- FLORIDA APPROVED WINDOWS A ND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SP'BCIFICATIONS.
<br />G , RAL S' UCTU#L4L NOTES
<br />TIMM PLANE MEET THE ArI I1H�>FJ OF THE 2010 FLORIDA RESIDENTIAL BUILDING CODE,
<br />FBC 2010, & ASCE 7-10.
<br />1. OpMMUE SHALL HAVE A MRGMIUM 6 8009AM M NTH OF 2,000 PSI (UNLESS NOTED O'I@ 28 DAYS.
<br />2. STEEL SHALL HAVE A ll VRLD S9RffiUM OF 40,000 PSI IN ACCORDANCE WITH ASTM A-015.
<br />3. CONC=MT MA MW UNITS, IF ANY, SKO&L BE-RAI;LOW CORE/ LOAD BEARINGS IN ACCORDANCE TO ASTM C90
<br />OR, C145,1."%M MINWJM.
<br />4. GROUT, IF ANY, SHIALL HAVE 3/8" MMENUM A061111111111MANK 8-11 INCH SLUMP 2,000 PSI AS PER ASTM C476.
<br />5. MORTAR IF ANY, SMALL BE TYPE M- O*S•1N AJ r!' B ASIM C270.
<br />6. THE OU PW FOUNDAINON•BAirS3 SHWA U BB MMEWA ABOUND CORNERS BY BEINDI NG THE BAR IN ACCORDANCE
<br />WITH 2O23.4 OF THE SffM 10-99. IN HOW CAM 'PWN1I> =Md BAR LAP SHALL BE 40 DIAMETER LUG3WISE, THE BOND
<br />BEAM •RRRENFMMdHNT SHALL BE G@NMWW AMOMM ALL CORNERS.
<br />7. ATfOR OTHER FRAMING WITH COMMON NAILS FOR GABLE
<br />D1FAPit�iB3
<br />B. 6" OC. ALONOVE&D OF PL
<br />8. PROM 0 4" X 4" CLBANN C11>E - FOlR AAL. I! CIIII:LS. AT THB BASE OF WALL.
<br />9. ALL WOW LOAD WALLS TO BE #2 SOUTHERN YELLOW PM (OR EQUAL
<br />(FB =1280,Pffi)* 16" O.C. UNII38a& �
<br />10. ALL WOAD ( ,MikLL HAVE A-)iil1111W. OF (4) - 2"%r STUDS PLACED DIRECTLY UNDER THE GIRDER AND DOUBLE
<br />PLATES.
<br />11. PRS MJkNUFACTUiAD ROOF TRUE TO BB•HH IN ACCORDANCE WITH THE LATEST TPI DESIGN
<br />RAT( II111119TTS. THE TRUSS 10 TO FURNISH ALL REACTION LOADS FOR DEAD LOADS,
<br />LIVE -LOADS AND WHt>B► LOADS. MACFUM To SUBMIT TRUSS LAYOUT AND DETAILS SIGNED BY A FLORIDA
<br />12. HCMIOR FRONT AND BACK DOOM, WOMM, GMk&Q9 DOORS, CLADDING AND COMPONENTS ARE SUBMITTED
<br />WITH THE "'TBCiERWAL MANUAL" FOR DWAL•LAMO N AM TECHNICAL MATERIAL SPBGLFICATTONS.
<br />13. ALL 13XTBi IOR CONIMME BL OeK WAIM AM NOMM AS SHEAR WALS OR SHEAR WALL SBUMMUS WITH
<br />DUR A WALL RED11111111ONGEMBISIT BAY C I MC A S PER T13B RBQIJIItB1bBdNTB OF THE NATIONAL CONCRETE
<br />MASONRY INSTITUTE. IF DUR-A-WAU, IS NOT USED FOR THE ENTIRE BUILDING, LENGTH OF
<br />ACTUAL SHLkR WALL WLL BB DBNNWiI�tE II ArNB.
<br />14. ALL OPEGMS GRBATBIt THAN 5 NOT 76113N 031-1Y61WA G N EACH SIDE OF OPBNi M AND FILLED WITH GROUT.
<br />OR ES GREATER THAN 12 AWL TO-EWV E 241164III M ON EACH SIDE OF OPENIM.
<br />15. CONTRACIM TO VEPJ FY ALL DH� AND IN THE FIELD.
<br />16. TO SM W2NLVff I& MWW BY THE PROFESSIONAL EN131NBER OF RECORD.
<br />7.
<br />A. BASIC WIND SFM =140 hfPH /108NIPH 3 8®C. GUST
<br />B. RI8K CATEGMY II
<br />C. APPLICABLE INTEItINAL PRH88URE WINDWARD
<br />LEEWARD 10.18
<br />KIN 0
<br />19. SCIII, NOTED AS COMAACTED IS 95% Ate, ASTM D1557.
<br />FOUNDATION NOTES
<br />VERIFY LOCATION OF BUILDING AT SITE USING OWNERS APPROVED PLOT PLAN AND ADJUST CONCRETE FOOTING, SLAB, LANDING, AND
<br />STEPS, AS GRADE RE uHM. 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 THICKENED SLABS (BELL FOOTING) TO BE 12" W X 20" D W/ 2 # 5 REBAR CONTINUOUS (PLACE, UPLIFT STRAPPING OR ANCHORS
<br />AS MAY BE REQUIRED PER CODE).
<br />4. ALL COLUMN PAD TO BE 24" X 24" X12" W/ 3- #5 REBAR EACH WAY (UNLESS NOTED).
<br />5. ALL THICKENED EDGE SLABS TO BE 12" 12" W/ (1) #5 REBAR,
<br />&THIC KE NED SLAB AT FLOOR ELEVATION CHANGE IS TO BE 8" D X 16" W/2 45 REBAR CONTINUOUS.
<br />7. FILL CORE WITH CONCRETE AND PLACE (1 #5 REBAR VERTICAL FROM FOOTING TO TI&BEAM
<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 1 1/2" PAST BLACK FACE.
<br />10. EXTEND SLAB EDGE AT EXTERIOR DOORS 1 1/2" PAST BLOCK FACE.
<br />CONDITIONERlllilll
<br />FOR REVIEW
<br />12.AIR COMPRESSOR PAD SHALL BE 3C�D 8FROM WALL, TYPICAL OR AS PLANS. OF FOUNDATION DESIGN.
<br />13. ALL. STONE OR BRICK VINEER FOOTINGS TO BE 22" W X 10" D W/ 345 REBARS CONTINUOUS.
<br />14. ALL FOOTING FOR 2 STORY TO BE 20" W X 1W D W/ 345 REBAR CONTINUOUS.
<br />15. ALL THICKENED SLAB (BELL FOOTIlNG) 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. THICKENED SLAB (BELL FOOTING) WHERE AT BEARING WALL OCCURS AT CH NGB IN FLOOR ELEVATION SHALL BE A MEN.
<br />16" D X 16" W CONTINUOUS.
<br />18. TERMITE SOIL PROTECTION TO BE PROVIDED BY REGISTERED TERIMMCIDES.
<br />WOOD NOTES
<br />1. ALL FRAMING HERS SHALL BE WOOD MEMBERS WITH PROPERTIES EQUAL TO OR BETTER THAN THOSE GIVEN BY THE SOUTHERN'
<br />PINE INSPECTION BUREAU FOR SURFACED DUO SOUTHERN PING NO.2 (A4IlNIIVILJM ALLOWABLE MMR40 STRESS-129OPSI FOR SINGLE
<br />bffivIBERB USES AND 1400 PSI FOR REPETITIVE DER USES. MODULES OF ELASTIQTY-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 THE'NATIONAL DESIGN
<br />SPECIFICATION FOR STRESS -GRADE LUMBER" AND ITS FASTENERS AS RECOM041ENID1ID 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 CAPACTIY'S AND MANUFACTURES LICENSE TO FABRICATE TRUSSES UTIIIZING THE CONNECTORS SYSTEM PROPOSED.
<br />7. BRIDGING FOR PRE-ENGINEMED 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 SHINGLE ROOFS AND 519" PLYWOOD FOR CONCRETE OR CLAY
<br />TILE ROOFS. USE 8D NAILS WITH 6" SPACING AT ALL PANEL EDGES AND 6" SPACING INT MMMIATE SUPPORTS. PROVIDE
<br />PLY CLIPS AT UNSUPPORTED EDGES.
<br />9. ALL WOOD FRAME DETAILS SHALL BE IN ACCORDANCE WITH "NATIONAL DESIGN SPECIFICATION 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 a 20 PSF ,
<br />11. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEILINGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGK
<br />FIN. FLOOR
<br />PLUMBING NOTES
<br />1. PROVIDE PLUMBING FIXTURES, AS SELECTS BY PRACTICAL CONST. COMPLETE WITH ALL TRIM TRAPS, STOP VALVES, SUPPLIES
<br />AND ESCUTCHEONS,
<br />2. ALL PLUMBING SHALL BE IS STRICT ACCORDANCE WITH STANDARD PLUMBING CODES AND LOCAL ORDINANCES.
<br />3. SOIL WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC.
<br />4. ALL WATER PIPING SHALL BY TYPE "L" WITH 95-5 SOLDERED JOINTS OR C.P.V.C.
<br />5. COPPER PIPING UNDERGROUND AND IN CONTRACT WITH DISSIMILAR METALS SHALL BE COATED WITH TAR ENAMEL AW WA-C-203
<br />OR EQUAL.
<br />6. PROVIDE INDIVIDUAL WATER STOPS AT ALL WATER CLOSETS, LAVATORIES AND KITCHEN SINK INSTALLATIONS.
<br />7. RUN ALL PIPES CONCEALED IN WALL, FLOORS, ABOVE CEILINGS OR BELOW GRADE.
<br />8. VERIFY ALL ROUGH IN REQUIRMUO TS 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 VINYL PLUMBING TAPE.
<br />12. HOT WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITH COUNTY WIDE ENERGY CODE.
<br />13.40 GALLON WATER HEATER.
<br />14. TANK TYPE WATER CLOSET VOLUME 1.5 GALLONS.
<br />�p O f � <37
<br />`
<br />15. WATER -FLOW RATE. SHOWER HEADS 2.5 GPM PRIVATE FACIIITES 2.2B GPM
<br />t I I Y 2 7 3 9 7 1� -
<br />16. PLUMBERS MUST USE A METAL OR PLASTIC MATERIAL TO BOX OUT AREAS IN CONCRETE WHERE DRAINS ARE TO BE INSTALLED.
<br />/ 7� 7-t '3 7'719(,
<br />/ 7
<br />17. THERMAL EXPANSION PROTECTION IS REQUIRED WHEN THE WATER SERVICE IS EQUIPPED WITH A BACICFLOWN PREVENTION DEVICE.
<br />3? 7
<br />18. ALL BACKFLOWN PREVENTION DEVICES ARE REQUIRED TO BE TESTED AND TEST RESULTS SUBMITTED TO THE BUILDING DEPARTMENT
<br />BEFORE THE CERTIFICATE OF OCCUPANCY IS ISSUED.
<br />19. IN GARAGES ALL WATER HEATERS SHALL BE ELEVATED TO ENSURE THAT THE LOWEST IGNITION SOURCE IS 18" ABLOVE THE FLOOR
<br />INCLUDING ELECTRIC WATER HEATERS.
<br />GENERAL NOTES
<br />1. BUILDER WILL VERIFY ALL DIMENSIONS SHOWN OR IMPLIED BEFORE STARTING ANY WORK
<br />2. BUILDER WILL COMPLY WITH AIL•, BUILDING CODES BOTH STATE AND LOCAL, AND COMPLY WITH ALL LOCAL AUTHORITIES
<br />HAVING JURISDICTION.
<br />3.IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE
<br />BUILDING AND COMPONENT PARTS DURING ERECTION THIS INCLUDES BUT IS NOT LIMITED TO THE ADDITION WHATEVER TEMPORARY
<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 VERIFIED AND SHALL CONFORM TO THE
<br />ARCHITECTURAL DRAWINGS,
<br />5. NAIL AND GLUE BUCKS, THE WOOD BETWEEN THE DOOR JAMB AND THE WALL.
<br />6. THE MULLIONS - STRIPS BETWEEN A SERIES OF WINDOWS - MUST BE CERTIFIED TO WITHSTAND THE DESIGNED WIND CAPACITY.
<br />7. WINDOWS AND GLASS DOORS MUST MEET THE IMPACT STANDARDS. WINDOW MFGR MUST HAVE LABELS ATTACHED LISTING
<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, PAINTED ED 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;ETC., SHALL BE
<br />SAFETY GLAZED.
<br />10. BATHROOM VENTILATION MUST BE MECENICAL.LY EXHAUSTED TO BUILDING EXTERIOR
<br />11. EQUIPMENT DISCONNECT MUST BE WITHIN SITE.
<br />12. THE EQUIPMENT SERVICE PANEL MUST BE LOCATED WITHIN 6'-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 MECHANICAL EQUIPMENT INCLUDING .A/C CONDENSERS, POOL FILTERS AND POOL HEATERS SHALL BE SECURED TO RESIST
<br />LOCATION WIND LOADS.
<br />MASONRY/CONCRETE NOTES
<br />MASONRY NOTES:
<br />1. ALL MASONRY IS TO BE 8" HOLLOW UNITS SHALL CONFORM TO ASTM C90, TYPE NI, WITH A M N1RlMUM COMPRESSIVE STRENGTH
<br />OF 1000 PSL
<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 NIINMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.
<br />2. ALL REINFORCING STEEL TO BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING 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 OPENINGS,SLEEVES,AINCHOR BOLTSINSERI S,BTC. AS REQUIRED BY OTHER TRADES
<br />BEFORE CONCRETE IS PLACED. NO SLEEVBS,OPENINGS PR ENBSERTS MAY BE PLACED IN BEAMS OR SLABS UNLESS APPROVED BY THE
<br />ARCHITECT AND SHOWN ON SHOP DRAWINGS.
<br />5. ALL REINFORCING DETAILS TO CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE, STRUCTURES,
<br />ACI 315, UNLESS DETAILED OTHERWISE ON STRUCTURAL DRAWINGS.
<br />6. PROVIDE SPACERS,CHAIRS,BOLTS,ETC. AS REQUIRED TO ASSEMBLE,PLACB 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 EMBEDDED 5 INCHES DUO -INCH FOOTINGS
<br />AND A MINIMUM OF 6 INCHES INTO ALL THE OTHERS. DOWEL BARS LAP VERTICAL WALL REINFORCEMENT A MINIMUM OF 25 INCHES.
<br />9. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEIIJ NGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGK
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<br />REVIEW DATE
<br />CITY OF ZEPH7YR Lc
<br />PLAN EXAM N. J '�
<br />AL WORK SHALL COMPLY WITH
<br />PR VAILING CODES
<br />FL(RIDA BUILDING CODE,
<br />NA ZONAL
<br />CI ELECTRIC COD
<br />OF ZEPHYRH+LAB �;ES
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