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MEAN ROOF HEIGHT
<br />FIBERGLASS SHINGLES
<br />FLOMA APPROVED PRODUCTS I.=
<br />Parent Approval
<br />Manufacturer
<br />Category
<br />Subcategory
<br />App/Seq # Pv*dWM9M#4rNa
<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-R1
<br />Clopay Building Products Company
<br />Exterior Doors
<br />Sectional Ext. Door Assemblies
<br />F1,15349-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 />FL4968A
<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 />Storm Master Shake
<br />Fiberglass Reinforced
<br />FLI 1473-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 />FL11473-R2
<br />Simpson Strong -Tie 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 -Tic 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 />FLi 1473-R2
<br />Simpson Strong -Tic Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />H2.5
<br />Truss Tie
<br />N(yM 2:71 FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES
<br />AND INSTALLED PER DOOR MANUFACTURERS
<br />SPECIFICATIONS.
<br />GENERAL STRUCTURAL NOTES
<br />THESE PLANS MEET THEM D MlUM RBQUMB ADM OF THE STR EDITION (2014) RDRIDA RB$1DBNITAL BU UMM CODE,
<br />FBC 2014, A ASM 7-1&
<br />1. CONCRETE EMAIL HAVE A M1IINB UML COMPRESSIVE STRENGTH OF 2,000 PSI (UAIIffiS NOTED OTHERWISE) ® 28 DAYS.
<br />2. STEEL SHALL HAVE A MINIMUM YIELD STRI MGTH OF 4%M PSIIN ACCORDANCE WITH ASTM A4613.
<br />3. CONCRETE MASONRY UNITS IF ANY, SHALL BE HOLLOW CORE/ LOAD BLUMS IN ACCORDANCE TO AM C90
<br />OR C 145, 1,900,PSI MINIMUM.
<br />4. GROUT, IF ANY, SHALL HAVE 3/8' MAXIMUM AGGREGATE, 8-11 INCH SLUMP 2AW PSI AS PER ASIM C476.
<br />3. MORTAR,ILF ANY, SHALL BE TYPE M OR S IN CON11ORMANC-E ASTM Ct70.
<br />6. THE OUTER FOUNDATION BARS SHALL BE CONTIINOUS AROUND CORNERS BY BEECIM THE BAR IN ACCORDANCE
<br />WITH 2O23.4 OF THE SSTD 10r99. IN BOTH CASES THE MINIMUM BAR LAP SHALL B8 40 DAME IR LaCBW SE, IHE BOND
<br />BEAM REiNFORC:EMENT SHALL BE CONTiNOUS AROUND ALL. CORNERS.
<br />7. ATI C i PLYWOOD SHEATHING TO SUPPORTING TRUSSES OR OTHER FRAMING WITH COM hWNAXS FORGABLE
<br />DAPHRAGMS ONLY, (UNLESS OIBMW188NOTED) 8d.
<br />A. 4" O.C. ALONG EDGES OF PLYWOOD PANELS.
<br />B. 6" OC. ALONG FIELD OF PLYWOOD PANELS.
<br />8. PROVIDE 4' X 4' CLEAN OUT FOR ALL CONCRETE FI L W MIS. AT THE BASE OF WALL
<br />9. ALL WOOD LOAD BEARING Mff MOR AND INIIBRIOIR WALLS TO BE 07 SOUTHERN YILiOW PING (OR EQUAL
<br />(FB = 1200 PSI) La) 16" O.C. UNLESS NOTED OTHiERWISE).
<br />10. ALL WOOD GIRDERS MAIL HAVE A MIN. OF (4) - 2'X4" STUDS PLACED DIRBCILY UNDER THE (ALDER AMID DOUBLE
<br />PLATES.
<br />11. PRE -MANUFACTURED ROOF TRUSSES TO BE DESIGNED IN ACCORDANCE WITH THE LATEST IN DBSKM
<br />RBQilIR1 ENT8. THE TRUSS MANUFACTIURBR IS REQUIRED TO FURNISH ALL REACTION' LOADS FOR DEAD LOADS.
<br />LIVE LOADS AND WIND LOADS. MANUFACTURER TO SUBMIT TRUSS LAYOUT AND DETAILS SIGNED BY A FLORIDA
<br />REGISTERED ENGINEER.
<br />Jig. MCPBRIBOR FRONT AND BACK DOORS, WINDOWS, GARAGE DOORS, (QADDIMG AND OOBPONBNI'S ARE SUBIDTTBD
<br />WITH THE *TECHNICAL MANUAL' FOR INSTALLATION AND TECHNICAL MATBRUL SPBC�'A1�N8.
<br />13. ALL EXTERIOR CONCRETE BLOCS WALLS ARE DESIGNED AS $HEAR WALE OR SHEAR WALL SEGMENTS WITH
<br />DUR A WALL EVERY OTHER BLOCK AS PER THE RBQUI RBYENTS OF THE NATIO NAL OONIMETE
<br />MASONRY INSITTUTTE. IF DUR 1► WALL 18 NOT USIiD FOR'1HB EMME BUI DIINO, ILIMTH OF
<br />ACTUAL SHEAR WALL WLL BE DESIGNATED ON THE PLANS.
<br />14. ALL OPENINGS GREATER THAN S FEET TO HAVE 1.65 BAR ON EACH SIDLE OF OFEINIINO AND FILLED WITH GROUT.
<br />OPENINGS GREATER THAN 12 FEET TO HAVE 24PS BARS ON EA[E S1DB CF Orman
<br />15. CONTRACTOR TO VERILY ALL DIMENSIONS AND COP'DITIONS IN THE FIELD
<br />16. ANY CHANGES TO SEALED DRAWINGS MUST BE APPROVED BY THE PROFESSIONAL E NO DGER OF RECORD.
<br />17.8TRU]CTURAL DESIGN CRITERIA
<br />A. BASIC WIND SPEED -140 MPH /108 MPH 3 SEC. GUST
<br />B. RISK CATEGORY II
<br />C. APPLICABLE INTERNAL PRESSURE COE FF13ENT - W1llNIDWARD
<br />LEEWARD *118
<br />I& ASSUMED MINIMUM[ BJGSTIINO SOIL. REARM PRESSURE -2500 PSF
<br />19. SOIL NOTED AS 006WACTED 18 9S% MODIFIED PROCTOR. ASTM DI387.
<br />GLASS SHINGLES
<br />FRONT ELEVATION
<br />SCALE: 3/16'=l'-0"
<br />PLUMBING NOTES
<br />1. PROVIDE PLUMEM FDCTURBS, AS SELECTED BY PRACTICAL COLNST. COMPLETE WITH AiL TRIMTRAP$, STOP VALVES, SUPPLIES
<br />AND--
<br />I ALL PLUMBING SHALL BE 9 STRFGT ACCORDANO WITH STANDARD PLUNBM OODBB AND LOCAL ORDINANCES.
<br />3. SOIL. WASTE AND VENT PIPING SNAIL BE SCHEDULE 40 PVC.
<br />4. ALL WATER PIPING SHALL BY TYPE "L' WITH 9S-5 SOLDERED TONTB OR C.P V.G
<br />S. COPPER MPIINO U14DERGROUND AND IN CONTRACT WITH DISSIMMAR METALS SNAIL BE COATED WITH TAR ENAMEL AW WA-C-M
<br />OR EQUAL
<br />6. PROVIDE DOXVIDUAL WATER STOPS AT ALL WATER CLOSETS, LAVATORIES AND II10i SM INSTALLATIONS.
<br />7. RUN ALL MIN COiNCBALBD IN WALL., FLOORS, ABOVE CNILIN S OR BffiAW (BLADE.
<br />8. VERIFY ALL ROUCHI IN RBQUIBBMSNTS WITH THE FUTURES THAT ARE SELBCIBD
<br />9. COORDINATE ALL WORK WITH TRADES.
<br />10. PROVIDE FULL SEES PIPING FROM HOT WATERPAT WALVETOEXTBRiIOR.
<br />11. WATER PIPDTO RUN THROUGH CONCRETE OR MASONRY SHALT. BE WRAPPED WITH I04& VINYL PLU11BIINCT TAPE.
<br />_ 12. HOT WATER PPDNG SHALL BE DISULATED IN ACCORDANCE WITH COUNTY WIDE BMW COLS
<br />13AO GALLON WATER HEATER.
<br />14. TANK TYPE WATER CHABBT VOLUME 1.5 GALLONS.
<br />1S. WATER -FLOW RATE. SHOWER HEADS 2.3 (WM PRIVATE FACLnW 228 GPM
<br />I& PL L 0M MUST USE A METAL OR PLASTIC MATERIAL TO BOX OUT AREAS IN CONCRETE! WHERE DRAT NS ARE TO BE INSTALLED
<br />17. THMMAL E 9 PANSBDN P 07MICTIM 18 REQUIRED WHEN THE WATER SERVICE 2 BQU WED WITH A BACKR OWN PfREVEN i IU MMIL
<br />IL ALL BACKPLOWN PREVENTION DEVICES ARE RBQUIRBD TO BE'I>E$18D AND TEST RESULTS SUMMED TO TTE BUILDING DBPARTME TI'
<br />BEFORE THE CERTIFICATE OF OCCUPANCY IS IS SUM
<br />19. IN GARAGES ALL WATER HEATERS SHALL BE ELEVATED TO ENSURE THAT THE LOWEST IGNITION SOURCES IV ABLOVB THE PLOOR
<br />I NCLDIDBNG BLBCTRIC WATER HEATERS.
<br />FOUNDATION NOTES
<br />VERIFY LOCATION OF BUILDING AT SITHL USIM OWNERS APPROVED PLOT PLAN AND ADJUST CONCRETE POO I NG, SLAB. LAINDM AMID
<br />STEPS, A$ GRADE REQUIRES. IF CONFLICTS BETWEEN EJQS'TI NO SITE CONDITIONS AND APPROVED PLOT PLAN ARISE OONT'ACT BUILDER.
<br />1. PREPARE SOIL TO RECEIVE 4' CONCRETE SLAB W/ WIRE MESH OVER 6 MI, VAPOR BARRIER AMID CLEAN, WELL COWACIM 711111M I TB
<br />TREATED FILL.
<br />2 ALL FOOTINGS TO BE 16-W X 8' D WR 03 REBAR 0ONTINUIOUS (UNLESS NOTED}
<br />3. ALL THICKENED SLABS (BELL FOOTING) TO BE 12' W X 2V D W/ 2 # S REBAR CONTIINUOUS (RACE UPLIFT MAPPING OR ANCHORS
<br />AS MAYBE REQUIRED PER COIF.
<br />4. ALL COMM PAD TO BE 24' X 24' X12" W/ 3- M REBAR EACH WAY (UNLLESS NOTED}
<br />S. ALL THICKENED EDGE SLABS TO HE 12' lY W/ (1) 05 RBBAR,
<br />6.THILC7CEINBD SLAB AT FLOOR ELEVATION CLANGS 15 TO BE 8' D X IC W!2 -S REBAR CONTINUOUS,
<br />7. FILL CORE WITH CONCRETE AND PLACE (1 B REBAR VERTICAL FROM FOOFTDNG TO'TTB EAML
<br />L P?PAi SLAB AT GRADE AT 1' IN IV TYPICAL (IN DBBCTION OF ARRO n
<br />9. RECESS FLOOR SLAB 3/4' AT ALL SLIDING (RAN DOORS AND ECTEDID SLAB I Vr PAST B OCSFAC L
<br />10. EXTEND SLAB EDGE AT EXTERIOR DOORS 1 1/2" PAST BLOCS FACE.
<br />11. SUNKEN SHOWER TO BE 4' CONCRETE RBCBSSED SLAB W/ 6X6 010 W.W. MESH (OR FBERMESM
<br />12. AIR OONDMONBR COMPRESSOR PAD MALL BE 3'X4'X4' PLACED V PROM WALL, TYPICAL OR AS RAMS.
<br />13. ALL STONE OR BRICK V11NBBR FOOTINGS TO BE 22' W X 10" D W/ 343 RBBARS OO T24UOM
<br />14. ALL FOOTING FOR 2 STORY TO BE 2V W X 10' D W/ 345 RBBARCONInNU(M
<br />13. ALL THICKENED SLAB (BELL FOOTING) W/ 2 STORIES REARM TO BE 20' W x 201 D W/ 3- /S RBBARS
<br />(MACS UPLIFT STRAPS HE ANCHORS AS MAYBE REQUIRED PER CODE.)
<br />16. THICIMNED SLAB (BELT. FOOTING) WHERE AT HEARING WAIL OCCURS AT CHANGE IN FLOOR ELEVATION SHALL 8E A MBL
<br />16" D X 16' W CONTBEIOUS.
<br />17. SOIL. BEARING CAPACITY SMALL HIE A MEN. OF 2000 PSF 9 NOT, NOTIFY MI IINEER D EAT L.Y POR REVIEW OF POUINDATMN DES=
<br />18. 7 MMIITB SOIL. PROTECITON TO BE PROVIDED BY REC$STlLtiID T AMICIDES.
<br />WOOD NOTES
<br />1. ALL FRAM M MEMBERS SHALL BE WOOD MEMBERS WITH PROPERTIES BQUAL TO OR BETTER THAN TEpSB GIVEN BY THE SOUTHERN
<br />FINE INSPECTION BUREAU FOR SURFACED DRIED SOUTHERN PINB NO.2 (M11NIDMUM ALLOWABLE BEiNDIM 81RES$-1290PSIPOR SLN(IE
<br />MEMBERS USES AND 1400 PSI FOR RBPBTTITVB MEMBER USES. boom <E$ OF ELABTuff-1600,00 PS9
<br />2. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL LEE PRESS URB TREATED.
<br />3. ALL ROOF RAFTERS AND PREFABRICATED WOOD TRUSSES SHALL BE SBCURELY PASIBM 10 7SM SUPPORIHNG WALL OR BEAMS
<br />WITH H URRIICANE CUPS CIE ANCHORS AS NOTED.
<br />4.PREFABRICATED WOOD TRUSSES ENTAIL BB DESIGNED I N ACCORDANCE W11H THE LATEST EMION O F TER"NATMAL DBSHG N
<br />SPECIFICATION[ FOR STRBIS 11-GRADE LUMBER' AND TTS PASTEDBRS AS BY THE NALTIONAL PORWr PRODUCTS ASSOCTAMME
<br />S. TRUSS MANUFACTURER SNAIL SUBMIT SHOP DRAWINGS AND DESIGN NOTE WITH AN EN13111 EER SEAL FORAPPRONAL
<br />D1IE$ION NOTES ARE TO IINC LUDB THE RATED LOAD CAPACX'TY OF THE CONIWTOIRS USED TO SB(.URB THEMEMBERS, CER1>FI ATlOi
<br />OF THE CONNECTOR CAPACITY'S AND MANUFACTURES LICENSE TO FABRICATE TRUSSES UTII,IZING THE CONNNEC,'TORS SYSTEM PROPOSE
<br />7. BRIDGED( FOR PREENGINEERED TRUSS SHALL BB A$ REQUIRED BY TRU88 MANUFACTURER IIN ADD[IION TO MEMBER SHOW OIN
<br />DRAWL NM
<br />L ROOF DECKS SHALL. BE Ur PLYWOOD CIE 088 FOR FBERO.ASS SHMI E ROOFS AND SW PLYWOOD POR CONCRETE OR CLAY
<br />THE ROOPS. USE 8D NAILS WITH 6' SPACING AT ALL PANEL EDGIEB AND 6" SPACRiC3 D MtIGM7B SUPPOFM PROVIDE
<br />PLY (L,IPS AT UNSUPPORTED EDam
<br />9. ALL WOOD FRAME DETAILS SHAM. BE IN ACCORDANCE WITH "NAITONAL DESIGN SPECLFIC'.ATIOM FOR WOOD 4STRUICT111OWLATEST
<br />ADDITION, NATIONAL FOREST PRODUCTS ASSOCIATION, UNLB$$ DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS.
<br />10. ROOF LIVE LOAD - 20 PSF. RCAF DEAD LOAD- 20 PSF
<br />11. GABLE ENDWALL$ ADJACENT TO CATHEDRAL CEILINGS ARE RBQUIRBD TO BE CONTINUOUS FROM[ FLOOR TO ROOF DAPHRAOL
<br />GENERAL NOTES
<br />1. BUILDER WILL VERIFY ALL DLMI3NSIONS SHOWN OR IMRM BEFORE STARIBNO ANY WORK.
<br />I BUILDER WILL COMPLY WITH ALL BUILDING CODES BOTH STATE AND LOCAL, AND COMPLY WITH ALL LOCAL AUIUMM
<br />HAVING
<br />3.IT 2 THE CONTRACTOLtB SOLE TO DETERMINE BRBCIHO PROCEDURE AND SEQUBNM TO INSURE THE SAFETY OFTM
<br />BUILDM AND COMPOINMU PARTS DURING BRBC!T1ON THIS INCLUDES BUT 18 NOT LIM111'ITED TO THEADlOfn N WHATEVER TEMPORARY
<br />BRACING, GUYS, OR THE DOWNS THAT MAY BE NBCHISSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL RBMAIN THE PR OPESUT
<br />OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT:
<br />4. ALL DLMEN$IDOTNS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIPIEDAND SHALL CONFORM TO THE
<br />ARICHITBICTURAL DRAWINGS,
<br />S. NAIL AND GLUE BUGIM THE WOOD BETWEEN THE DOOR JAM® AND THE WAIL
<br />6. THE MULLIONS - STRIPS BETWEEN A SERIES OF WINDOWS - MUST BE CERTIFIED TO WITENTAND THE DESIGNED WEND CAPACITY.
<br />7. WINDOWS AND GLASS DOORS MUST MEET THE IMPACT STANDARDS. WINDOW MFGR MUST HAVE LABffi8 ATTAQPD LISIM
<br />MANU]PACTURER, PERFORMANCE CLUACTERNTICS AND CBRTIIFHCATIO N THAT THEY HAVE BEENTHE141ED. LABELS MUST SAY ONUNIIL.
<br />THE FINAL INSPECTION.
<br />S. WAIL SIDIING. JNCLUDLNO BRICK FAW%X k PAINTED BLOCK OR STUCCO. MUST END 6 INCHES ABOVE THE GROUND 10 ALLOW FOR FUTURE
<br />TERMITE INSPECTIONS. THE CONTRACTOR CAN PAINT THE BARB SAM OR APPLY A PLASTER-I.IKE FBOSH LMS THAN"INCH THICK
<br />DILtBCILY TO THE FOUNDATION[ WAIL
<br />9. ANY GLAZING WITHIN 36' HORIZONTALLY AND BELOW 6V OF THE STAM MG SURFACE OF BATHTUB, SHOW RJWANrC-. SHALL BE
<br />SAFETY GLAZED.
<br />10. BATEROOM[ VENTILATION MUST BE .I,Y EXHAUSTED TO BUILDIN(} R
<br />11. BQUIPMEMT Dll$OOINlNBC.T MUST BE WITHIN SIT L.
<br />12. THE 11WPMEW SERVICE PANEL MUST BE LOCATED WITHIN 040 - OP ATM ACCESS, IF THE AiR HANDLER UNIT I$ BN THEATTIC.
<br />13. A FLOAT $WITHAL TO SHUT DOWN THE UNIT OR OTHER APPROVED DEVIM TO ALERT THE ROBE OWNER THAT THE CO ENSATION
<br />DRAIN IS STOPPED UP MUST BE ENSTALL.BD IF THE AIR HAINDLERRUNII' Its INTH EATITC,
<br />16. ALL MECHANICAL BQUI M 1W INCLUDING A/C CONDENSERS, POOL. FILTERS AND POOL BEATERS SMALLER SECURED TO RESIST
<br />LOCATION WIND LOADS.
<br />MAeoNRYNOTM- MASONRY/CONCRETE NOTES
<br />1. ALL MASONRY IS TO BE 8' HOLLOW UNITS SHALL CONFORM TO ASTM C90, TYPE NI, WT1H A MOINIrIU M COPRESSM STREN TH
<br />OF 1000PSI,
<br />2. MORTAR SHALL CONFORM TO ASTM C476, TYPE R, VIM A Ml OGMUM[ COMPRESSIVE STRENGTH OF 2500PSL
<br />COINORVM N07M
<br />1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE, SIRE NO'1H OF 3000 PSI AT 28 DAYS.
<br />2. ALL REWMC B40 STEEL. TO BE NEW DOMESTIC! DEFORMED BRIM STEEL CONFORM M TOA9IMA-613 GRADE 40 ffiC(RPTTHAT
<br />TIES MAYBE DOMBS'17C STEEL C OMORM M TO ABTM A-613 GRADE40.
<br />3. WELDED WIRE FABRIC SHALL CONNFORM TO M183.
<br />4. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGSALEEVESANCINOR BOLTSANSERT'S,F1rG AS RBQ M= ElY OTHER TIRADE$
<br />BEFORE CO 41 RBTB IS RACED. NO SILEEVEOMMM PR I NBSBRTS MAYBE PLACED IN BEAMS OR SLABS UNLESS APPROVED BY THE
<br />ARCHITBCT' AND SHOWN ON RHO! DRAW[NM
<br />S. ALL RBLBFORL'= DETAXES TO CONFORM TO'MANUEL OF STANDARD PRACTIBCE FOR DBTARMI REINFORCED OOCRB18 ST]UCTURES.
<br />ACL 313, MA M DETAILED OTHERWISE ON STItUCT`URAI, DRAWINGS.
<br />6. PROVIDE SP TS,ETC. AS RBQUI RED TO AND SUPPORT ALL R»+ORCM IN PLACE.
<br />7. PROVIDE CORNER BARB FORALL1100IT L
<br />L ALL FOOTING DOWEL. BARB SHALL HAVE A STANDARD 90 DEGREB BEND AND SHALL BE EMBEDDED S INCHES DI OMCA FOOTINGS
<br />AND A MINIMUM OF 6 INCHES INTO ALL THE OTHERS. DOWEL. BARS LAP VERTICAL WALL A MBfUlU [ OF 23IINAE$.
<br />9. GABLE ENDWALL$ ADJACENT TO CAMERAL OIL.Zr IS ARE REQUIRED TO BB OOTI'BNUOCIlB FROM[ FLOOR TO ROOF DLAPHRAC*L
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<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 />-
<br />DETAILS
<br />S-2
<br />-
<br />DETAILS
<br />S-3
<br />-
<br />ROOF NAILING
<br />& NOTES
<br />SCALE 3/16 -1 0"
<br />dEET
<br />00
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