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<br />FIN. FLOOR
<br />KAMEDA APPROVED PRODUCTS LIST
<br />- - -_ - - -
<br />Parent Approval Manufacturer _ Cate o
<br />F Lp 321.1 Builders Hardware, Inc. Exterior Doors
<br />FL15220.1 Plastico, Inc. Exterior Doors
<br />Exterior D rs
<br />FL15279-RI Clopay Building Products Company � _00
<br />FL15349-RI MI Windows and Doors Windows
<br />FL3664-R3 Tamko Building Products I Roofing
<br />FL4968.1
<br />- Guardian Building Products -Ashley i _____ Panel Walls
<br />FL9792-R5 Atlas Roofing Corporation Roofing
<br />- -- _ - - - -
<br />FL11473-R2 Simpson Strong -Tie Co. Structural Components
<br />FL11473-R2 p g - - - -' p _
<br />FL11473-R2 Simpson Strong -Tie Tie Co. Structural Components
<br />Simpson Strong Tie Co. Structural Components
<br />Simpson Strong -Tie Co. Structural Components
<br />Simpson Strong -Tie Co. L-Structural Components
<br />Simpson Strong -Tie Co. Structural Components
<br />FL11473-R2 Simpson Strong -Tie Co.- - _ Structural Components
<br />II - - --
<br />FL11473-R2 Simpson Strong -Tie Co. Structural Components
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<br />Subcate o
<br />Swinging Ext. Door
<br />Swinging Ext. Door Assemblies
<br />Sectional Ext. Door Assemblies
<br />Fixed
<br />Underlayments -
<br />Soffits
<br />Asphalt Shingles
<br />- - -
<br />Wood Connectors Anchors
<br />Wood Connectors Anchors
<br />Wood Connectors Anchors
<br />Wood Connectors Anchors
<br />i Wood Connectors Anchors
<br />Wood Connectors Anchors
<br />Wood Connectors Anchors
<br />Wood Connectors Anchors
<br />----
<br />Pp /Se #
<br />I PftdW Mid # �i DTarie
<br />Model_D_e_scri Lon
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<br />_[O _[Opaque
<br />_
<br />Fiberglass Door
<br />paque Fiberglass Door
<br />Entry Door
<br />lazed Fiberglass Door
<br />Model 185PW _T
<br />Underla
<br />Aluminum
<br />Self -Adhering Rubberized
<br />--
<br />�TW
<br />16" Quad Four14
<br />TA luminum
<br />StormMaster Shake
<br />- -
<br />I LSUU210
<br />Fiberglass Reinforced
<br />Adjustable Hanger
<br />-
<br />HETA
<br />META
<br />i Embedded Truss Anchor
<br />Embedded Truss Anchor
<br />---
<br />-
<br />- - --
<br />-
<br />Strap Ties
<br />LSTA12 - - Strap Ties -
<br />H2.5 1 Truss Tie
<br />11
<br />NOTE 2:�V- FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS
<br />GENERAL STRUCTURAL NOTES
<br />THESE PLANS MEET THE MINIMUM REQUIREMENTS OF THE STH. EDITION (2014) FLORIDA RESIDENTIAL BUILDING CODE,
<br />FEC 2014, & ASCE 7.10.
<br />1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI (UNLESS NOTED OTHBRWIM @ 28 DAYS.
<br />2. STEEL REINFORCEMENT SHALL HAVE A MINIMUM YIELD STRENGTH OF 40,000 PSIINACCORDANCE WITHASTMA-615.
<br />3. CONCRETE MASONRY UNITS, IF ANY, SNAIL BE HOLLOW COREJ LOAD BEARB40S IN ACCORDANCE TOASIMC90
<br />OR C145, 1,900,PSI MINIMUM.
<br />4. GROUT, IF ANY, SHALL HAVE 3/8" MAXIMUM AGGREGATE, 8-11 INCH SLUMP 2,000 PSI AS PERASTM C476.
<br />5. MORTAR,IF ANY, SHALL BE TYPE M OR S IN CONFORMANCE ASTM C.270.
<br />6. THE OUTER FOUNDATION BARS SHALL BE CONTINOUS AROUND CORNERS BY BENDING THE BAR IN ACCORDANCE
<br />WITH 2O23A OF THE SSTD 10-99. IN BOTH CASES THE MINIMUM BAR LAP SHALL BE 40 DIAMETER LIKEWISE, THE BOND
<br />BEAM REINFORCEMENT SHALL BE CONTINOUS AROUND ALL CORNERS.
<br />7. ATTACH PLYWOOD SHEATHING TO SUPPORTING TRUSSES OR OTHER FRAMING WITH COMMaM WNAiLS FOR GABLE
<br />DIAPHRAGM ONLY, (UNLESS OTHERWISE NOTED) 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 FILLED CELLS. AT THE BASE OF WALL
<br />9. ALL WOOD LOAD BEARING EXTERIOR AND INTERIOR WALLS TO BE #2 SOUTHERN YELLOW PM (OIL EQUAL
<br />(FB = 1200 PSI) @ 16" O.C. UNLESS NOTED OTHERWISE).
<br />10. ALL WOOD GEDERS SHALL HAVE A MIN OF (4) - 2"X4" STUDS PLACED DIRECTLYUNDERTHE GIRDERAND DOUBLE
<br />PLATES.
<br />11. PRE -MANUFACTURED ROOF TRUSSES TO BE DESIGNED IN ACCORDANCE WITH THE LATEST IN DESIGN
<br />REQUIREMENTS. THE TRUSS MANUFACTURER 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 />12. EXTERIOR FRONT AND BACK DOORS, WINDOWS, GARAGE DOORS, CLADDING AND COMPONENTS ARE SUBMITTED
<br />WITH THE "TECHMCAL MANUAL" FOR INSTALLATION AND TECHNICAL MATERIAL SPECIFICATIONS.
<br />13. ALL EXTERIOR CONCRETE BLOCK WALLS ARE DESIGNED AS SHEAR WALS OR SHEAR WALL SE(IENTS WITH
<br />DUR A -WALL REINFORCEMENT EVERY OTHER BLOCK AS PER THE REQUIREMENTS OF THE NATIONAL CONCRETE
<br />MASONRY INSIITUM IF DUR A WALL REINFORCEMENT IS NOT USED FOR THE ENTIRE BUILDING, IJMIH OF
<br />ACTUAL SHEAR WALL WLL BE DESIGNATED ON THE PLANS.
<br />14. ALL OPENINGS GREATER THAN 5 FEET TO HAVE 1-0 BAR ON EACH SIDE OF OPENING AND FILLED WITH GROUT.
<br />OPENINGS GREATER THAN 12 FRET TO HAVE 245 BARS ON EACH SIDE OF OPEN Dn
<br />15. CONTRACTOR TO VERILY ALL DIMENSIONS AND CONDITIONS IN THE FEW.
<br />16. ANY CHANGES TO SEALED DRAWINGS MUST BE APPROVED BY THE PROFESSIONAL EIS OF RECORD.
<br />17. STRUCTURAL DESIGN CRITERIA:
<br />A BASIC WIID SPEED -140 WH /108 MPH 3 SEC. GUST
<br />B. RISK CATEGORY H
<br />C. APPLICABLE INTERNAL PRESSURE COEFFICIENT - WINDWARD
<br />LEEWARD f0.18
<br />I& ASSUMED MINIMUM EXISTING SOIL BEARING PRESSURE - 2500 PSF
<br />19. SOIL NOTED AS COMPACTED IS 95% MODIFIED PROCTOR, 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 REQUIRES. 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 BAUMAM CLEAN, WELL COMPACTED, TERMITE
<br />TREATED FILL.
<br />2. ALL FOOTINGS TO BE 16"W X V D W/2 #5 REBAR CONTINUOUS (UNLESS NOTED).
<br />3. ALL THICKENED SLABS (BELL FOOTINM TO BE 12" W X 2V D W/ 2 # 5 REBAR CONTINUOUS (PLACE UPLIFT STRAPPM OR ANCHORS
<br />AS MAY BE REQUIRED PEP, CODE).
<br />4. AIL COLUMN PAD TO BE 24" X 24" X12" W/ 3- #5 REBAREACH WAY (UNLESS NOTED}
<br />5. ALL THICKENED EDGE SLABS TO BE 12" 12" W/ (1) #5 REBAR,
<br />6.1MCKENE1) SLAB AT FLOOR ELEVATION CHANGE IS TO BE 8" D X 161Wt2 45 REBAR COMINUOUS,
<br />7. FILL CORE WITH CONCRETE AND PLACE (1 #5 REBAR VERTICAL FROM FOOTING TO TIE -BEAM
<br />S. 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 U2" PAST BLOCKFACIL
<br />10. EXTEND SLAB EDGE AT EXTERIOR DOORS l U2" PAST BLOCK FACE.
<br />11. SUNKEN SHOWER TO BE 4" CONCRETE RECESSED SLAB W/ 6X6 #10 W.W. MESH (ORFIBBRbIDSH).
<br />12. Ai3L CONDITIONER COMPRESSOR PAD SHALL BE 39K41X4" PLACED V FROM WALL, TYPICAL OR AS PLANS.
<br />13. ALL STONE OR BRIG VINEER FOOTINGS TO BE 22" W X IV D W/ 345 REBARS CONTINUOUS.
<br />14. ALL FOOTING FOR 2 STORY TO BE 20" W X IV D W/ 345 REBAR CONTINUOUS.
<br />15. ALL THICKENED SLAB (BELL FOOTING W/ 2 STORIES BEARING TO BE 2V W a 20" D W/ 3- #5 REBARS
<br />( PLACE UPLIFT STRAPS OR ANCHORS As MAYBE REQUIRED PER CODE.)
<br />16. THLCK001) SLAB (BELL FOOTING) WHEREAT AT BEARING WALL OCCURS AT CHANGE IN FLOORELEVATION SHALL BEAMIL
<br />16" D X 16" W CONTINUOUS.
<br />17. SOIL BEARING CAPACITY SHALL BE A MEN. OF 2000 PSF IF NOT, NOTIFY ENGINEER IMMEDIATELY FOR REVIEW OF FOUNDATION DESIGN.
<br />18. TERMITE SOIL PROTECTION TO BE PROVIDED BY REGISTERED TERMMTICIDES.
<br />WOOD NOTES
<br />1. ALL FRAMING MEMBERS SHALL BE WOOD MEMBERS WITH PROPERTIES EQUAL TO OR BETTER THAN THIM GIVENBY THE SOITTIMERN
<br />FINE I MWITON BUREAU FOR SURFACED DRIED SOUTHERN Pnm NO2 (MINIMUM ALLOWABLE BE DR40 STRESS -1290M FOR SIN(RE
<br />MEMBERS USES AND 1400 PSI FOR REPETITIVE MEMBER USES. MODULES OF ELA3IICITY-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 WAIL 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"NNATIONNALDESIGN
<br />SPECIFICATION FOR STRESS41RADE LUMBER" AND ITS FASTENERS AS RECOMNENDBD BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.
<br />5. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTE WITH AN ENGINEER SEAL FORAPPROVAL
<br />DESIGN NOTES ARE TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE Mks, ]CATION
<br />OF THE CONNECTOR CAPACITY'S AND MANUFACTURES LICENSE TO FABRICATE TRUSSES UTILIZING THE CONNECTORS SYSTEM PROPOSED.
<br />7. BRIDGING FOR PRE-ENGINEERED TRUSS SHALL BE AS REQUIRED BY TRUSS MANUFACIUREIRINADDPIION TO MEMBER SHOW ON
<br />DRAWINGS.
<br />8. ROOF DECKS SHALL BE U2" PLYWOOD OR OSB FOR FIBERGLASS SHINGLE E ROOFS AND SW PLYWOOD FORCONCRSIE OR CLAY
<br />TILE ROOFS. USE 8D NAILS WITH 6" SPACING AT ALL PANEL EDGES AND 6" SPACING IIVTBRbEDIEiTE 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 -20 PSF
<br />11. GABLE ENDWALLS ADJACENT TO CATHEDRAL CERMOS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DEAPHRACRL
<br />PLUMBING NOTES
<br />1. PROVIDE PLUMEIITG FIXTURES, AS SELECTED BY PRACTICAL CONST. COMPLETE WITH ALL TRIM TRAPS, STOP VALVES, SUPPLiES
<br />AND Est
<br />2. ALL PLUMBING SHALT. BE IS STRICT ACCORDANCE WITH STANDARD PLUMBING CODES AND LOCAL ORDEKANCBS.
<br />3. SOIL. WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC.
<br />4. ALL WATER PTPWO SHALT. BY TYPE "L" WITH 95-5 SOiD1EBD JOINTS ORCY V C.
<br />5. COPPER PIPING UNDERGROUND AND IN CONTRACT WITH DELI MILAR 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 SINL I STAILAIIONS.
<br />7. RUN ALL PIPES CONCEALED IN WALL, FLOORS, ABOVE CEIIJNGS OR BELOW GRADE.
<br />S. VERIFY ALL ROM[ IN REQUIREMENTS WITH THE FIXTURES THAT ARE SBLECTEID.
<br />9. COORDINATE ALL WORK WITH TRADES.
<br />10. PROVIDE FULL SIZE PIPING FROM HOT WATER P&T WAIVE TO EXTERIOR.
<br />11. WATER PIPING RUN THROUGH CONCRETE OR MASONRY SHALT. BE WRAPPED WITH 10-IML 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 I.5 GALLONS.
<br />15. WATER FLOW RATE. SHOWER HEADS 2.5 GPM PRIVATE FACRITE.4 22B GPM
<br />16. PLUMBERS MUST USE A METAL OR PLASTIC MATERIAL TO BOX OUT AREAS IN CONCRETE WHERE DRAM ARE TO BE INSTALLED.
<br />17. THERMAL EXPANSION PROTECTION IS REQUIRED WHEN THE WATER SERVICE IS EQUIPPED WITH ABACKPLOWN PREVENTION DEVICE
<br />18. ALL BACKFLOWN PREVENTION DEVICES ARE RBQUMW TO BE TESTS AND TEST RESULTS SUBMITTED TO THE BUILDINCGDEPARTMENTT
<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 STAR11W ANY WORK.
<br />2. BUILDER WILL COMPLY WITH ALL BUILDING CODES BOTH STATE AND LOCAL, AND COMPLY WITHATI DCALAUTHORTTES
<br />HAVING JURISDICTION.
<br />3.IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE, ERECTION PROCEDURE AND SEQUENCE TOINSM TEE SAFETY OF THE
<br />BUILDING AND COMPONENT PARTS DURII40 ERECTION THIS INCILAMN BUT IS NOT IIM[7ED TO THE ADEfTIONN WHATEVER 1E 04DRARY
<br />BRACING, GUYS, OR THE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVEDAND SNAIL 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 VERIFIEDAND 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 WINiDOWS - MUST BE CERTIFIED TO WIIBSTAND THE DOGNED WIND CAPACITY.
<br />7. WD mws AND GLASS DOORS MUST MEET THE IMPACT STANDARDS. WDIDOW MFGR MUST HAVE LABELS ATTACKED iNnNG
<br />MANUFACTURER, PERFORMANCE CHARACTERISTICS AND THAT THEY HAVE BEEN TESTED. LABELS MUST STAY ONUNML
<br />THE FINAL INSPECTION.
<br />& WALL SIDM INCLUDING BRICK FAC ING, PAINTED BLACK Ott STUCCO, MUST END 6 III ABOVE THE GROUND TO ALLOW FOR FUTURE
<br />TERMIITE INSPECITONB. THE CONTRACTOR CAN PAINT THE BARE BAND OR APPLY A PLASM -LIKE FINLSHLESS THAN 518INCH IMCK
<br />DIRECTLY TO THE FOUNDATION WALL.
<br />9. ANY GLAZING WITHIN 36" HORIZONTALLY AND BELOW 6V OF THE STANDING SURFACE OF BATHTUB, SHOWER,SPAXrC ,MALL BE
<br />SAFETY GLAZED.
<br />10. BATHROOM VENTILATION MUST BE MBCCHNiIICALLY EXHAUSTED TO BUIIDMG EXTERIOR.
<br />11. EQUIPMENT D]L3CONNBCT MUST BE WITHIN SITE.
<br />12. THE EQUIPMENT SERVICE PANEL MUST BE LOCATED WITHIN 6W OF ATTIC ACCESS, IF THE AIRHANCMUNIT IS IN THE ATTIC.
<br />13. A FLOAT SWITCH TO SHUT DOWN THE UNIT OR OTHER APPROVED DEVXE TO ALERT THE HOME OWNER THAT TEE CONDENSATION
<br />DRAIN IS STOPPED UP MUST BE INSTALLED IF THE AIR EMMIERUMMIS INTHE ATTIC.
<br />16. ALL MECHANICAL EQUIPMENT INCLUDING A/C CONDENSERS, POCK. FILTERS AND POOL HEATERS SHALL. BE SECURED TO RESIST
<br />LOCATION WIND LOADS.
<br />MASONRY/CONCRETE NOTES
<br />MASONRYNOTES'
<br />1. ALL MASONRY IS TO BE 8" HOLLOW UNITS SHALL. CONFORM TO ASTM C90, TYPE NI, WITHA BOCNIMUM COMPRESSIVE STRENGTH
<br />OF 1000 PSL
<br />2. MORTAR SHALL CONFORM TO ASTM C476, TYPE PU WITH A MINIMUM COMPRESSIVE STRENGTH OF 25W PSL
<br />CONCRETENOTBS;
<br />1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.
<br />2. ALL REINFORCING STEEL TO BE NEW DOMESTIC DEFORMED BU ET STEEL CONFORMING TO ASIMA-615 GRADE 40 EXCEPT THAT
<br />TIES MAY BE DOMESTIC STEEL CONFORMING TO ASTMA-615 GRADE 40.
<br />3. WELDED WIRE FABRIC SHALL CONFORM TO A 185.
<br />4. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENDOUSAMESANCHOR, BOLISJNSERTSEM AS REQUIRED BY OTHER TRADES
<br />BEFORE CONCRETE IS PLACED. NO SLEEVES, PR INIMM 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 "MANUEL. OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE, STRUCTURES,
<br />ACT 315, UNLESS DETAILED OTHERWISE ON STRUCTURAL DRAWINGS.
<br />6. PROVIDE SPACERS,CHAIRS,BOLTs,SPC. AS REQUIRED TO ASSEM AN ACE AND SUPPORT ALL REINFORCING IN PLACE
<br />7. PROVIDE CORNER BARS FORALL FOOTINGS.
<br />& ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE BENI) AND SHALL. BE EMBEDDED 5 INCHES DiT0 IRCH FOOTINQ9
<br />AND A MINIMUM OF 6 INCHES INTO ALL THE OTTERS. DOWEL BARS LAP VERTICAL WALL A MINIMIUM OF 25 ITCHES.
<br />9. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEILINGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGM.
<br />0-M
<br />DRAWING PAGE INDEX
<br />SH-1
<br />- ENGNEERING
<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 />f t,-a. -lyt,
<br />-77 717 P .�
<br />�7 ��� - ,
<br />1� 1
<br />ENGINEERING NOTES
<br />SCALE 3/16 -1
<br />'-0"
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