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HomeMy WebLinkAbout6437 Ashville DrENGINEER'S NOTES: 1, DESIGN WIND SPEED; 140 MPH VI,Lt/ 108 MPH \�sd, 3 sec gust 2. RISK CATEGORY PER Table 1604,5 i II 3, EXPOSURE CATEGORY = #B# 4, INTERNAL PRESSURE COEFFICIENT - +/- 0AB (ENCLOSED BLDG) 5, COMPONENTS & CLADDING DESIGN PRESSURES PER ASCE 7-101 (ROOF) ZONE 1b: +11,4/-19,4 4 ZONE 2a: +12,5/-34,7 ZONE 3a: +12.5-51l3 h (WALLS) ZONE 41c: +20,8/-22,6 ZONE 51c: +20,8/-27.2 CODES1 FLORIDA RESIDENTIAL CODE, FLORIDA BUILDING CODE, 5TH EDITION 2014 E, 5-B BUILDING CODE. REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02) SPECIFICATIONS F (ACI 301) BUILDING CODE REQ NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, LATEST EDITION APA PLYWOOD DESIGN SPECIFICATION TRADE. HALL APPLY: . PLUMBING�D MECHANICAL, FUEL GAS ENERGY EFFICIENCY ACCESSIBILITY, AND LATEST ITION NATI ODES (NFPA _/0), ORDINACE 92-19 - APPENDIX 'J' TO FBC PLUMBING 2010 CODE, 1, TANK TYPE WATER CLOSET VOLUME - 1,6 GALLONS 2. WALL MOUNT WATER CLOSET VOLUME - 3,5 GALLONS. 3, WATER - FLOW RATE PUBLIC FACILITIES 0.5 G.P.M. PRIVATE FACILITIES 2.2 G.P.M. 2.5 G. P.M. 4. PVC IS NOT ALLOWED AS INTERIOR WATER PIPING, IT IS ALLOWED FOR WATER IDE OF THE HOME. CPVC IS ALLOWED FOR INTERIOR AND EXTERIOR USE. THE MINIMUM SIZE SULLY LINE FOR A HOME IS 3/4'. N CRITERIA AREAS LIVE LOADS DWELLING 40 psf 10 psf BALCONIES 40 psf 10 Psf SHINGLE ROOF 20 psf 10 psf BUILT-UP ROOF 20 psf 10 psf I TILE ROOF 25 sf 15 psf THE FOLLOWING C E 2010 FBC: 1, PORCHES AND BALCONIES - FBC-R CHAPTER 3 2, HANDRAILS - SECTION R311.7.7 � 3. GUARDRAILS - SECTION R312 F MORE THAN 30' ABOVE GRADE MINIMUM OF 36' HIGH FOR DWELLING UNITS AND SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A 4' DIAMETER SPHERE CANNOT PASS. 4, STAIRS -, SECTION R311.7 5, CHIMNEY & FIREPLACE - FBC-R CHAPTER 10 6, EGRESS WINDOWS - SECTION R311 MAXIMUM SILL HEIGHT FOR EGRESS WINDOWS IS 44 INCHES ABOVE THE FLOOR. THE CLEAR OPENING HEIGHT IS 22', THE CLEAR OPENING WIDTH IS 20' AND THE NET CLEAR OPENING AREA IS 5 SQ. FT, FOR GROUND FLOOR WINDOW AND 5,7 SQ, FT, FOR A SECOND STORY WINDOW. GENERAL NOTES: . OVIDE CERTIFICATION/RATING THAT THEIR WINDOWS AND DOORS IDE INSTALLATION INFORMATION WITH THEIR PRODUCTS. ECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTION FOR REVIEW BY THE BUILDING INSPECTOR, ALL HURRICANE CLIPS STRAPS AND FAST LIED ACCORDING TO THE FASTENERS ICATIONS, IF DESIRED, EQUALVENT CONNECTORS MADE BY ANOTHER ONNECTORS SHOWN. CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING AND ANY OTHER TEMPORARY SUPPORTS ORK, ALL DOORS INTERIOR & EXTERIOR ARE 6'-8' UNLESS OTHERWISE NOTED ALL WINDOWS WITHIN 24' OF DOORS (INTERIOR & EXTERIOR) AND WITHIN-,18" OF FLR TO BE TEMPERED GLASS, (FBC, R308) ING SHALL BE A MINI SS THAN 24 INCHES. IF USED FOR STORAGE, ALL ATTICS MUST HAVE AT LEAST 1 LIGHT INSTALLED T L WIRING INSTALLED ARD STRIPS, (FBC , R807) FIRE -STOPPING SHALL BE PROVIDED TO CUT OFF ALL VERTIC OPENINGS SUCH ASi CONCEALED SPACES IN SOFFITS, DROP CEILING, COVE CEILINGS, BETWEEN STAIR NTS AND PIPES, FIRESTOPPING, IF OF WOOD, -INCH NOMIMAL WOOD OR 2 THICKNESS, [IF I -INCH NOMINAL WOOD, HURRICAN CLIPS AR S, IF PLYWOOD OR OSB SHEATHING DOES NOT OVER TOP PLATE HURRICANE CLIPS MUST BE COVER _BOTH TOP PLATES. UPLIFT PROTECTIbNi PLYWOOD OR OSB COVERING ENTIRE EXTERIOR OF HOME WITH NAILS SPACED 3, O'C. AT TOP AND BOTTOM, 6' D.C. ON EDGES AND THE REMAINDER AT 12- D.C. OR PLAYWOOD OR OSB AT CORNERS, WITH HURRICANE STRAPING ON EVERY EXTERIOR STUD, CRIPPLE, JACKSTUD ETC, AT TOP AND BOTTOM. SITE WORK: FOUNDATION DESIGN IS BASED ON ALL ALLOWABLE SOIL PRESSURE OF 2000 PSF. SHOULD FIELD CONDITIONS INDICATE THIS MINIMUM CONDITION DOES NOT EXIST, THE SUBCONTRACTOR SHALL IMMEDIATELY NOTIFY CONTRACTOR. THE SUBGRADE UNDER THE OPTIMUM DENSITY. AS DETERMINED BY ASTM -1557 (MODIFIED PROCTOR) SOIL COMPACTION T LAB PRIOR TO POURING CONCRETE. ERE POSSIBLE, WITH SIDES AND TOP EDGE MATERIALS, WHERE NEAT EXCAVATION IS NOT POSSIBLE, FOOTINGS EXCAVATED SHALL BE OPEN CUT WITH RACED. ALL FOOTINGS WITH FORMED EDG TOP OF FOOTING WITH SELECT FILL, THE BOTTOM EXCAVATION SHALL BE CLEAN AND DRY WITH ALL LOOSE MATERIAL REMOVED FOR AN ESSENTIALL FACE, PROVIDE SOIL TREATMENT FOR TERMITES. FOUNDATION INSPECTIONS A FOUNDATION SURV O BUILDING INSPECTORS USE, OR ALL PRO SETBACKS, 1, CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS, RADE SLAB FILL .... �30100 PSI MASONARY WALL TIE BEAF4S, TIE COLUMNS ..... 3000 PSI 2, CONCRETE SHALL BE READYMIX PER ASTM C94i NO CALCIUM CHLORIDE AIR ENTRAINING - ASTM C260 I 3. REINFORCING STEELi ASTM A615 GRADE 60, DEFORMED BARS 4, REQUIRED SLUMP RANGE - 3' - 5' 5, WELDED WIRE FABRIC - ASTM A185 UBSTITUTED FOR WWF 6, MOISTURE BARRIER, 6 MIL POLYETHYLENE 7.CODES AND STANDARDS1 ACI 301 'SPEC FOR STRUCTURAL CONCRETE FOR BUILDINGS.' ACI 305 'RECOMMEN TING.' I ACI 318 'BLDG CODE REQUIREMENTS FOR REINF. CONCRETE,' ACI 315 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT,' 8. REFORCING BAR COVER1 FOOTINGS 3' COLUMNS I 1/ 2' BEAMS AND WALLS 1 1/2' SLABS 3/4' (INTERIOR) 1 1/2' (EXTERIOR) 9. PROVIDE CORNER BARS AT ALL WALL FOOTING CORNERS TO MATCH HORIZONTAL BARS, (25' MINIMUM LAP) 10. ALL BUILDING S BE NOMINAL 4' THICK, FIBER -MESH CONC OR REINFORCED WITH 6X6-W1.4 W,W.F. ON 6 MIL VAPOR BARRIER. 11, ANCHOR BOLTS FOR WOOD PLATED TO CONCRETE OR MASONRYj 'J' BOLTS -USE 5/8'X8' 'J' BOLT WITH 7' ENBEDMENT AND I' PRDJECTION WHEN INSTALLED PRIOR TO PLACING CONCRETE,, WASHER 3'X3'Xl/8' S-USE 5/8'X3 1/2' IMBED AT LOCATIONS IN LIEU OF 5/81X81 'J, BOLTS X4-1/4' IMBED WITH 2' MIN EDGE DISTANCE 3/4'X7, INBED) Y WALLS WITH ADHESIVE OR ANCHOR BOND, WHEN USED IN LIEU OF 5/8'X8' 'J' BOLTS 12, FOOTING SIZES SHOWN ARE TYPICAL ONLY FOR STATED SOIL BEARING PRESSURE AND CONSISTED COMPACTION, CONTRACTOR SHALL BE RE TINGS COMPLYING WITH THE DESIGN PECIFIC SOIL CONDITIONS, (REFER TO FBC-R 403 TABLE R40311) STEMWALL - 20' WIDE X 12' DEEP W/2 #5 REBAR MONOLITHIC - I STORY (20' DEEP X 12' WIDE), 2 STORY (20' DEEP X 16' WIDE) FIREPLACE - 12' DE 13,PROVIDE 1/2' EXPANSION JOINT MATERIAL BETWEEN ALL CONCRETE SLABS AND ABUTTING NG IN EXTERIOR OR UNHEATED AREA'S, MASONRY WALLSi 1, HOLLOW LOAD BEARING UNITS (CMU) SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE I, GRADE N, MINIMUM NET COMPRESSIVE STRENGTH = 1900 PSI 2,MORTAR SHALL BE TYPE M OR S AND CONFORM TO ASTM C270, 3.CONCRETE GROUT SHALL CONFORM TO ASTM C4761 3000 PSI AT 28 DAYS 3/8' MAXIMUM AGGR 8' - 11' SLUMP 4, BARS SHALL HAVE MINIMUM CLEARANCE OF 1/2' FROM MASONRY, THE CLEAR DISTANCE BETWEEN HAN 1'. 5. VERTICAL REINFORCING SHALL BE AT ALL CORNERS S OVER 4 FT WIDE UNDER ALL GRIDER LOADS, AND NOT TO EXCEED 8'-O- O/C FO� STRAIGHT WALLS, OR AS SHOWN -ON THL DRAWINGS, 6. FILL CELLS WITH CONCRETE GROUT AS SPECIFIED, PROVIDE ACI 90 DEGREE STANDARD HOOKS INTO FOOTING AND TIE BEAMS. 7, REINFORCING BARS SHALL BE STRAIGHT FOR BENDS AROUND CORNERS AND WHERE BENDS OR HOOKS E PLANS. 8, REINFORCING BARS SHALL BE LAPPED 25' MIN WHERE SPLICED AND SHALL BE WIRED TOGETHER, 9, WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED ZONTAL IN SIX VERTICAL, DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT,, DS 5', PROVIDE 4'X4' OBSERVATION HOLE TO VERIFY CONCRETE GROUT PLACEMENT. 11, PLACE ALL MASONRY IN RUNNING BOND WITH 3/8' MORTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE ING HORIZONATL AND VERTICAL, FULLY MORTAR WEDS IN ALL COURSES OF PIERS, COLUMNS, AND PIL 12, PROVIDE 8'X8' PRECAST REINFORCED CONCRETE LINTELS OVER ALL MASONARY OPENINGS NOT SHOWN To BEAM. MINIMUM END BEARING = 8' (MINIMUM CAPICITY OF 1000 PLF.) CAVITY CAPS, 6' WIRE MESH, OR DUR-O-STOP BY DUR-A-WALL, INC. WHERE REQUIRED TO RETAIN GROUT IN VERTICAL CELLS, I SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY SPECIFIED PROVIDER, ENGINEER OF RECORD MUST PROVIDE IN WRITING EL MANUFACTURER. MUST SUBMIT DESIGN LOAD INFORMATIO CORD FOR APPROVAL, ENGINEER OF RECORD RESERVES THE RIGH CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED B LY MANNER WHEN AVAILABLE, CARPENTRY: 1, DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 1 2. ALL LUMBER SHALL BE SOUND SEASONED, AND FREE FROM WARP, . 3. ALL STRUCTURAL BEAMS AND �EADERS SHALL BE SOUTHERN YELLOW PINE (SYP,) NO. 2 GRADE OR BETTER, WITH SINGLE MEMBE RESSES AS FOLLOWS1 E = 1,600,000 PSI 1% MAXIMUM MOISTU I INE-FUR OR BETTER, INTERIOR NON -LOAD BEARING WALLS MAY BE UTILITY GRADE. 4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH F,S, TT-W-571 AND BEAR THE AMERICAN WOOD PRESERVERS INSTITUTE EQUALITY MARK LP-2, 6, SHEATHING FOR ROOFS AND WALLS SHALL BE APA RATED (EXPOSURE 1) SHEATHING WITH EXTERIOR GLUE, ITH PLYCLIPS, (MAXIMUM 24' O,C.) ROOFING (FIBERGLASS SHINGLES) L THE INSTALLATION OF FIBERGLASS SHINGLES SHALL COMPLY WITH THE PROVISIONS OF FIRC R905, 2, FIBERGLASS SHINGLES SHALL BE FASTENED TO SOLIDLY SHEATHED DECKS, 3, UNLESS OTHERIWSE NOTED, REQUIRED UNDERLAYMENT SHALL CONFORM WITH ASTM D 226, TYPE I, OR ASTM D 4869, TYPE 1, 4, SELF-ADHERIN POLYMER MODIFIED BITUMEN SHEET, SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET ASTM D 1970, 5. FIBERGLASS SHINGLES SHALL HAVE SELF -SEAL STRIPS OR BE INTERLOCKING, AND COMPLY WITH ASTM D 225 OR ASTM D 3462. 6, FASTENERS FOR FIBERGLASS SHINGLES SHALL BE GALVANIZED, STAINLESS STEEL, ALUMINUM OR COOPER ROOFING NAILS. MINIMUM 12 GAUGE (0,105 INCH) SHANK WITH A MINIMUM 3/8 INCH DIAMETER HEAD, OF A LENGTH To TE ROOF SHEATHING, THE CORROSION RES AILS AND SCREWS SHALL MEET ASTIVI A641, CLASS I OR EQUAL, THE CORROSION RES THAN 3/4 INCH THICK THE NAILS SHALL P THE SHEATHING. 7, FLASHING MADE FROM M�TAL SHALL 13E CORROSION RESIST 8, FIBERGLASS SHINGLES SHALL BE SECURED TO THE ROOF WI SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE. UNLESS OTHERWISE NOTED ATTACHMENT OF FIBERGLASS SHING WITH ASTM D 3161 (MODIFIED TO 110 MPH) hR M-DC PA 107-95. PROTECTION AGAINST TERMITES R318 Termite protection shall. be provided by registered termItIcides, Including soil a plied pesticides, loalting systems, f and pesticides applied to wood, or other approved methods of termite protec Ion Labeled for use as a preventative treatment to new construction (see Section 202, Registered Termiticlole). Upon completion of the application of the termite protective treatment, a certificate of compliance shall Ice Issued to the building Licensed pest control company contains the follow Ing statementi 'The building has received a *com Treat tawpLete treatment for the prevention of subterranean termites, ment Is In accordance with rules and s li e Florida Department of Agriculture and Consumer Services.' R31811 l nean -termite prevention, the Initial. chemical soil treatment inside the foundation perimeter shall be done after all excavation, backfILLIng and compaction Is complete, R31812 If soll. treatment is used for subterranean termite prevention, soil area disturbed after Initial chemical soil treatment shall be retreated with a chemical soil treatment, Including spaces boxed or formed, R31813 If soll, treatment Is used for subterranean termite prevention, space In concrete floors boxed out or formed t installation of plumbing traps, drains or any other purpose shall be created by using Ic or metal ermanentLy placed forms of sufficient depth to eliminate any planned soil disturbance after frLlotslat chemical sort BUILDING CONSTRUCION NOTES 1, THIS SINGLE FAMILY DWELLING IS TO 2010 FBC (FLORIDA BUILDING CODE) TYPE CONSTRUCTION REQUIREMENTS, E AGENCIES. 2. ALL OPENINGS AROUND WALLSAN PARTITIONS, PIPES, DUCTS, CONDUITS ETC., SHALL BE SEALED FULLY WITH SEAL ICATION, 3, PAINTING. ALL SURFACES SHALL BE PROPERLY PREPARED AND CURED TO MANUFACTURER'S INSTRUCTION PRIOR TO PAINTING. PAINT SHALL BE 'FIRST LINE' PRODUCED BY PORTER, SHERWIN WILLIAMS, OR EQUAL WITH COLORS SELECTED BY THE OWNER, ALL PAINTED SURFACES SHALL BE PAINTED WITH MATERIALS APPROPRIATE FOR THE APPLICATION IN A WORKMANSHIP MANNER To THE PAINT MANUFACTURER'S INSTRUCTION, 4. CAULK ALL EXPOSED JOINTS, CLEAN, PRIME, CAULK AND SEAL ALL JOINTS BETWEEN DOOR AND WINDOW FRAMES WITH DOW CORNING SILICON OF TYPE FOR APPLICATION OR EQUAL, USE FOAM QUIRED AT WIDE JOINTS, USE ACOUSTICAL FOAM SffALANTS BY DAP OR TREMCO, OR EQUAL AT SOUND PROOFING APPLICATIONS AT OPENINGS OR CRACKS, 5. ENERGY CODE - THESE PLANS WHERE DESIGNED WITH COMMON DESIGN PRACTICES, HOWEVER, THIS DOES NOT HE 'FLORIDA ENERG NS SHALL BE REVIEW PASS THE 'FLORIDA ENERGY CODE, OR RECOMMENDATIONS FR QUIREMENTS, 3"rt to "ll or girder, to, ,,it 3-ad - I" - 6 subficor or ass to lach joiet, f- nail 2- 2 _PJ­, IW long - - - 2 �Ibfl ... to iod or ,,do,, bl,,d and fao, -I 2-1ad - side pl- to j,i,t or bl,olo,g, em nail 16d 16 o... Top or �.I. ,i,ita to ,tod, and nail 2-16d - Stod to so. plate, to. noil 3-6d or 2-16d - - Doubla, ,too,, f­ rail tod 2,r ..r. Drobl. top d-, rate, rail v0d 24' .... D,,bl, top pletoo, minimum 46-in;:,ot ,f,,d irnt� f- rail in Wpad 4-10d - . Top pl-, lep� at ...­ and bt-di-,, f- ­4 2-1od - B,ilt-.p head.,, t.. Pieces �ith W op- 16d - 16r .... .1hr, .on ad,. Conoir..d heads, t­ Pis— 16d - IF ,.,. ,long mch edge - ceiling joists to plate, We nail 3-ad - - continuous headerto md, we-1 o-5d - ceiling put, l,p, over partitions, fooe nail 3-iod - C.ilino j.,A to p ... llol .ftol, fa. nail 3-10d - Reiter to plate, too rail 2-16d - r, b­ to ,,,h 5tud "d p4te, f.. nail 2 Iteol I-8d ,�, 1%, long - - T' - V sheathing to each bearing, face nail 2-ad ? .xiP., 1W Ion, - - __ 1'. in shoathol, to earn hearng, face raill - 3 -pl 2, 1%" long - - wicar then r . B sheath ing to each olvving, f-oa nail ____ - ___ ____ - 3-tid o ritapill ,tsi- long - - Built-up corme, ­ds IOd - 2T O.C. 15,it-or, ,ird.ors and be-,, 2-i­h ­b., Wry- - Laid Nail .Th L.y.r a' f.11- 31 I A top and b-in and ,tagg.red. Two ­4 at ends and A sach 5pli,,. T plkrk� . 2-t6d - . a.rh b,a,iN Roof rafters to note, -11., or Hp naft­ t. rtil f­ -I 4-16d 3-16d - - I I R after tia, to 'aft- fou, _ 3-ad - - I 7, NAILING FOR PLYWOOD ROOFS AND WALL SHEATHING SHALL BE 8ol COMMONS @ 4' D.C. @ PANEL EDGES, R31814 . I AND 6' O,C, INTERMEDIATE FOR 1/2' SHEATHING DR LESS. NAILING FOR STRUCTURALLY APPROVED rod - PANEL EDGES, AND 6- 0 C. If soil treatment Is used for subterranean termite revention, chemlccilt� treated solL shall be protected with p ARCHITECTURAL WALL PAqELS (1/4'+) SHALL BE COMMON @ 4 O.C. AT . INTERMEDIATE. n a minimum 6 mIL vap tect against rainfall dilution. If ra fall occurs before vapor retarder retreatment Is required, Any work, Including placement of reinforcing steel, done after chemical. 8. ALL FLOORING MATERIAL TO BE 3/4' T&C PLYWOOD, NAILED AND GLUED TO FLOOR JOISTS, FLOOR NAIL �Lacement, reatment until the concrete floor Is poured, shalt be clone In such manner as to avold penetrating or WITH 10ol NAILS AT 3' D,C, AT PANEL EDGES, 6- D.C, IN THE FIELD. STAGGER NAILS AT 2- O'C' AT disturbing treated soil. OD SHEATHING, R31815 9, INSTALL BRIDGING IN ALL (2X) FLOOR DR ROOF JOISTS AT 8'-O' MAXIMUM, INSTALL BLOCKING IN ALL If soil treatment Is used for subterranean termite prevention, concrete overpour or mortar accumulated BEARING WALLS AND PARTITIONS OVER 9'-O' @ MID -HEIGHT. BRACE GABLE END WALLS AT 41-01 D.C, along the exterior foundation perimeter shalt be removed prior to exterior chemical soil treatment, to enhance WHERE WALL FRAMING IS NOT CONTINUOUS FROM FOUNDATION TO ROOF, vertical penetration of the chemicals. 10, ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION R31816 REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. If soil treatment Is used for subterranean termite prevention, chemical soft treatments shall also be appLlecl N STRONGTIE CO, OR under all. exterior concrete or grade within 1 foot (305 mm) of the primary structure sIdelli Also, a vertical EQUIVALENT. SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO CONTRACTOR FOR APPROVAL. chemical barrier shalt Ice a� tied promptly after construction Is completed, Including Initial, Landscaping oLnel Ion. Irrigation/sprinkLer Instatta Any soil disturbed after the chemical. vertical barrier Is applied shaLL be 12.PROVIDE A SINGLE PLATE AT THE BOT retreated. WALLS, STAGGER END JOINTS IN DOUBLE PLATES AT LEAST 4'-O'. 2X4 SILL PLATES FOR BEARING gmptLy 318.1.7 . AT A MAXIMUM OF 4'-O' D.C. If a registered termIticIde formulated and registered as a balt system Is used for subterranean termite preventTon, Sections R32011 through R32016 do not appLyi however, a signed contract assuring the Installation, NTS. STUDS SHALL BE TRIPLED AT ALL maintenance and monitoring of the baiting system for a minimum of five years from the Issue of the certificate CORNERS, 14. WOOD LINTELS OVER OPENINGS SHALL BE DOUBLED 2X12 H ANS, \4' PLYWOOD FILLE MEMBERS. of occupancy shall Ice provided to the loultollng official. prior to the pouring of the slab, and the system must be InstatLed prior to final. bultolln l alting system directions for use require a monitoring phase '5c1clecLactIvefingreecilent, the Installation of the monitoring phase components prior to InstaLLation of thetpest TIMBER MATERIALS: e ll constitu Install, tlon o system. ALL TIMBERS MATER LLOWS1 O LUMBER UTILIZED IN BOTTOM PLATE, TOP PLATES, POST, STUD PACKS AND BEAMS SHALL BE #2 YELLOW PINE R314.1 Smoke alarms. RIOR AND INTERIOR Smoke alarms shalt be Installed In the following Locations: I RUCE SPACE 16' D.C., ALL SPLICES AT TOP PLATE MUST BE 1. In each steeping room, I - . MINIMUM 4'-O' AND NAILED 4' D.C. W/ 12cl COMMON NAILS. EXTERIOR WALLS SHALL BE CONSTRUCTED WITH OR 7/16' O.S.B. (2-M-W RATING) NAILED WITH Bol NAILS SPACED AT 3' D.C. ALONG ALL . . 2. Outside each separate steeping area in the immediate vicinity of the bedrooms. 1/2' PLYWOOD HORIZONTAL JOINTS AND EDGES 6' O,C, ALONG ALL VERTICAL JOINTS AND EDGES AND 12' O,C. ALONG ALL 3, On each additional. story of the dwelling, including basements lout not incLuclin 1, craw spa DS. OPrININGS 5'-0- WIDE OR LARGER STRAP HEADER BEAM TO THE HEADER STUDS u� uninhabitable attics. In dwellings or dwelling units with split Levels and witho an Intervening door ALL adjacent Levels, a smoke alarm InstatLed on the upper Level shcLLL suffice for the adjacent WITH SIMPSON LSTA o Lower Level, pro\ildecl that the tower Level Is less than one full. story below the upper level, FOUNDATION WITH SIMPSON HTT16 TENSION TIE, INTERIOR STUD WALLS TO BE OF 2X4 #2 SPRUCE OR Whe re than one smoke alarm Is required to be Installed within an Individual dwelling unit the alarm BETTER WITH SINGLE 2X4 PIT, PINE BOTTOM PLATE AND SINGLE 2X4 #2 SPRUCE TOP PLATE WITH STUDS devirclemoshoi be Interconnected In such a manner that the actuation of one alarm will activate all, of the SPACED MAXIMUM 24' D.C. WALLS TO HAVE 1/2' GYPSUM BOARD EACH SIDE WITH WALLS AT GARAGE TO alarms In the Individual, unit. The alarm shall be ctearLy audible In aLL bedrooms over background nolse- Levels HAVE MIN R-11 INSULATION, ANCHOR WOOD SHEAR WALLS SEGMENTS TO FhUNDATION WITH SIMPSON LTT20B with aLL Intervening doors closed. ALL smoke alarms shall. be Listed and Installed In accordance with the TENSION TIE AT EAC . NTS AND AT ANY WALL SEGMENT INTERSECTION (BUILDING CORNERS). rovislons of this code and the household fire warning equipment provisions of NFPA 72. R31311 Alterations, repairs and additions. 1. THIS SECTION DEFINES PRE-ENGINNERED, PREFABRICATED, METAL PLATE CONNECTED WOOD ROOF AND When Interior alterations, repairs or additions requIring a permit occur, or when one or more steepi,ng rooms the Individual dwelling unit shall. Ice provided wth smoke a ms ed In existing dweLLIn I or 2, TRUSS LAYOUTS SHOWN ON PLANS ARE SCHEMATIC ONLY, TRUSS MANUFACTURER AND/OR ENGINEER SHALL .tv, Located as required for new dweLLIngsi smoke alarms shall be Interconnected and hard wired. Exceptionsi APPROVAL, 1, Smoke alarms In existing areas shall. not be required to be Interconnected and hard wired where the 3. THE WOOD TRUSS MANUFACTURER MUST PARTICIPATE IN A CODE APPROVED THIRD PARTY QUALITY alterations or repairs do not result In the removal of Interior wall or ceiling finishes exposing the structure, unless there Is an attic, crawl, space, or basement available which could provide access for harci OR EQUIVALENT, wiring and Interconnection without the removal of Interior finishes. 4. WOOD TRUSS MEMBERS AND CONNECTORS SHALL BE DESIGNED FOR ALL LOADS, LIVE DEAD AND 2. Re-DaIrs to the exterior surfaces of dwellings are exempt from the requirements of this section, TH THE FBC SEC. 16d6, R314,�_ Power source. 11 5. REFER TO THE FLO In new construction, the required smoke alarms shall receive their primary power from the building wiring SPECIFICALLY ADD when such wiring Is served from a commercial source, and when primary power Is Interrupted, shall receive CEILING VAULT DETAILS. r y, Wiring shall Ice permanent and without a disconnecting switch other than those &WOOD TRUSS DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING required for overcurrent protection, Smoke alarms shall. be permitted to Ice battery operated when INFORMATION, Installed In bultolin s without commercial power or In buildings that undergo alterations, repairs or additions A. SPAN LENGTH, OVERHANG AND EAVE DIMENSIONS, SLOPE AND SPACING OF WOOD TRUSSES. regulated by Sec?on R313,11 B. ALL DESIGN LOADS AND THEIR POINTS OF APPLICATION, VALLEY AND CONVENTIONAL FRAMING MUST 13-1032 Detal(s, p(ans and specifications, BE CONSIDERED, C. ADJUSTMENTS TO ALLOWABLE VALUES. Plans and specifications shcLU be submitted with each application for a building permit, Energy code D, REACTIVATE FORCES AND THEIR LOCATIONS, calculations shall, be made a part of the plans and specifications of the building. The building official shall. -to require, subject the exceptions in Section 481,229, Florida Statutes, and Section 471.003, TLoricla Statutes, E. BEARING TYPE AND MINIMUM BEARING LENGTH, that plans and specifications be prepared by an engineer or architect Licensed to practice In the state of F, DEFLECTIONS G, METAL CONNECTOR PLATE, TYPE, GAUGE, SIZE, AND LOCATION, Florida, The plans and specifications, incL cling -the energy code calculations, shall, show, In sufficient detail, aLL pertinent clata and features of the building and the equipment and systems as herein governed Including, H. LUMBER SIZE SPECIES GRADE AND MOISTURE CONTENT, DESIGN [IF REQUIRED CONTINUOUS LATERAL BRACING. but not Limited tot design criteria, exteror envelope component materials, U-vaLues of the envelope systems, I. LOCATION ANb CONNECYIDN J. NET UPLIFT LOADS BASED ON ACTUAL BUILDING DEAD LOAD, R-vcLLues of Insulating materials, size anc type of a aratus and equipment, equipment and systems controls Pt�e other pertinent data to Indicate confornance with requirements of the cocle, K. WEB REINFORCEMENT DETAILS FOR GABLE END TRUSSES, NFIP 44 CFR 60.3.c.5 L. VALLEY SETS FOR OVER -BUILD CONDITIONS, 7. LIMIT DEFLECTIONS FOR LIVE LOAD TO SPAN/360 (ROOF), SPAN/460 (FLOOR), AND LIMIT TOTAL LOAD ALL foundation walls and other exterior watts below the locise flood elevation (BFE) shall Ice designed to AN/240 (ROOF), SPAN/360 (FLOOR) UNLESS SPECIFICALLY NOTED OTHERWISE. rectude finished Living space and designed to have openings to allow unim movement of fL000l water, � 8.FIRE RETARDANT WOOD IS NOT ALLOWABLE FOR USE AS TRUSS CHORDS OR WEBS, ,y)ce.clecl cIr Static openings and construction must comply with NFIP 44 CIFIR 60 5. Note; There should be a 9. WOOD TRUSSES SHALL BE DESIGNED SO THAT MINIMAL HORIZONTAL REACTIONS ARE IMPOSED ON THE m(n'Imu'm_ of two openings each, on two seperate watts, (I square Inch for every square foot, please provide TURE UNDER VERTICAL LOADS, NO SLIP CONNECTIONS ARE ALLOWED UNLESS calculations on plans for the required area.) Any additional, questions, pLease consult the Local Officials OTHERWISE NOTED. CONTACT CONTRACTOR AS REQUIRED. Guide to Implementing the National Flood Insurance Program In Florida pages 5-16. WIND, WIND VELOCITY, DESIGN VELOCITY PRESSURES, AND MEAN Brick veneer must 16� Installed In compliance with the requirements of FBC Residential section R703,72A GS, New to existing connection detail Is required and must comply with the requirements of FBC Residential. 2010 ACING OF 10' O,C, UNLESS Section R602 or R606, 'GLAZING NOTED OTHERWISE. BOTTOM CHORD BRACING IS CONTINUOUS FROM ONE END OF THE BUILDING To THE SECTION R308 OTHER END, OVERLAP CONTINUOUS BRACING AT LEAST ONE TRUSS SPACE, USE A MINIMUM OF 2 X 4 R308.1 Iclentlf Icatlon. (ROOF), 2 X 6 (FLOOR) GRADE MARKED LUMBER AT LEAST 10' LONG, WITH 2- 1GOI NAILS AT INTERMEDIATE AND CTIONS, Except as Indicated In Section R30811 , each ane of �Lazlnq Installed In hazardous Locations as 12,CROSS BRACING IS REQUIRED AT MINIMUM 10' O,C, UNLESS NOTED OTHERWISE. LOCATE CROSS BRACING AT defined in Section R308.4 shall. be provided w4 m instc,LLer?s Labet, cles! the %n0`vt1isnI9Le CHORD BRACING, INSTALL CROSS BRACI T 20' O,C. ALONG t and thickness of glass and the safe azln,q standard with which it complies, which In tge ty final Installation, The Labet be �� ATERAL BRACING. CROSS BRACING IS ACCOMPLISHED BY ATTACHING DIAGONAL e shall aclid, e checT, sandblasted, ceriamic-fired, emloossed mark, or ll hich once applied cannot be removed without being destroyed. WEB BRACING TO OPPOSITE SIDES OF THE SAME GROUP OF SIMILAR WEB MEMBERS, SLOPE CROSS Exceptions, BRACING IN OPPOSITE DIRECTIONS AR APPROXIMATELY 45 D MINIMUM OF 2X4 GRA ECTION. 1. For other than tempered Labels may be omitted provided the building official ,gtass, use of a certificate, aff avIt or other evidence confirming compliance with this co 'HIB-91', 2. Tempered spandrel glass may be Identified by the manufacturer with a removable, paper Label, 14,HANDLING INSTALLATION, AND BRACING OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH L TE, . R308,11 Identification of muLtIpane assemblies. MuLtl 'ane assembLies having Individual panes not exceeding 1 square foot (0,09 m 2 ) In exposed area -P shall In e at Least onehoo.the In the assembly Identified In a ce with Section R308,1 , ALL other av ccordan ROVED anes In -the assembly s at be labeled 716 CFR 1201.1 P3082 Louvered windows or jalousles, ACTURER, ALL NAIL HOLES SHOULD BE FILLED, OR AS PRESCRIBED BY THE MANUFACTURER, Regular, float, wired or patterned glass in �atousles and louvered windows shall be no thinner than nominal. 3 / 16 inch (4.76 mm) and no Longer han 48 inches (1219 mm). Exposed glass edges shall. be smooth. RUSSES, R308,2.1 Wired glass prohliolted, 18,PILING OF PLYWOOD ON WOOD TRUSSES IS NOT ALLOWED, 19,INSTALLATION OF BROKEN, DAMAGED, WARPED OR IMPROPERLY REPAIRED WOOD TRUSSES IS NOT ALLOWED, Wired qLass with wire exposed on Longitudinal edges shalt not be used in jaLousles or louvered windows, -Human ALTERATIbNS [IF WO LLOWED, R308.3 impact Loads, Individual glazed areas Including qLass mirrors In hazardous Locations such as those Indicated as defined In Section R308,4 shall pass the test reguirements of CPSC 16 CFR, Part 1201, Glazing shcLLL DIAPHRAGM, com Ly with the CPSC 16 CFR, Part 1201 criteria for Category I or Category II as Indicated in 22,WOOD TRUSSES THAT DO NOT MEET INTERIOR LOAD BEARING WALLS MUST BE SHIMMED, DO NOT PULL Talofe' R308,3 . DOWN TO INTERIOR BEARINGS, Exceptions, 23,SUBMITTALSi ALL SUBMITTALS SHALL BEAR THE EMBOSSED SEAL OF A LICENSED STRUCTURAL ENGINEER 1, Polished wired gLass for use In fire doors and other fire resistant Locations shall. comply with ANSI Z971 ICATION, 2. Louvered windows and jalousles shall comply with Section R308,2 . A. SUBMIT SEALED WOOD TRUSS DESIGN CALCULATIONS AND PROFILES FOR EACH TYPE OF TRUSS WITH PERMANENT BRIDGING REQUIREMENTS, B. SUBMIT WOOD RUSS ERECTION PLAN, INCLUDING CONNECTIONS DEATILS AND UPLIFT ANCHORS, C, SUBMIT WOOD TRUSS TEMPORARY ERECTION BRACING PLAN, I D, MAINTAIN COPY OF SUBMITTAL ON JOBSITE. IABILITY INSURANCE AND DEMNITY AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUbING REAS�NABLE ATTORNEY FEES) ARISING OUT OM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNDER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DEL TION. I I I I ; I ��'�_ ''Mom 11 ,, I I I 11�&g '1411111 ���� �,, �Xiv Wd ft = 16 1 16, IM, 16/0, 20/0, or wall -16 o.a � o/le, 'h -1 24/0, 24/16, 32/16 or wali_�4 .�-�/a, '/., "/., % 1 24 1 24F For E;I: 1 inc- 25.4 mm. . Blocking afhorizortal joints shall not be required. b Plywood sheathing 1/9 inch thick: or less shall be applied with long dimension across studs. . Three-ply plywoold panels shall be applied with long dimension across studs. TABLE 602.9(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING' 11 , , " '4 1111" I jp�%�," " , III', "' " ,I I , 11111��, I ", �� I . ,­ , , . - � I " IS '14"� � ol 4 �Mff ­� . � I,,", M-S and M-2 I A 16 1 16 r-E.-Ii., Glue" - � 16 1 16 -7 v,00d en-ral ­EI, ­ldfio­ ,,of and, Al A-hing te, framrg, and patid,boadl , .11 A.athirlit, k­ro 0 I , IKI 0#*W*# ... ..... � - .... ­� I I W W... n " " 11'e - 1. sd ­ roll (­17 all, - � 12 . Is o7 �"' L,L L_ 2 �: alol-�I� I ' 1� ad _ r." I .W - _"._ I .o, ,,.. 1 6 12 I,/., - I ad ­­ rall 6 1 Is- We r- ..­.- rat I'/,- 1 4 1 10 IV.- - I`/,u I. � ",;;,7%,r,a,­ a - 1 1 1 !`.-.M1- i-I I _,,� Is,— C/�-I­ 1 6 1 . 11 so ...-.- 'A I%. , I I oid,., . .11 Aaalh,ngp � I ,W.� ,nd'4- ..P v, ­1� _11."", - ,el�=.�, rall; ' ,,A �ill �­,7s,­,',",-2- ---::::::E 1 :::T o ft­�� ­l­ W _11 stwl. Is geo., -long s I "- F: 6 - 1 12 -.' a. - I -0. �a ­. l%. 1. I , I 10 I' _­� ,;Wl,J_,o - sal. on.. ,�o -1, -, 1t,.,1oo.n1 ihaad,inn, . .-. n1l; s � � - - 'A l'J. I . F st,,l. os s­ I-I'lon, - . ­* 1� ,.o, I - I I I . �.J.- -.-,.I _W... I- sow=.firg rail, i- o Il. ­1i V11 1 4 fib.- ­­, ad - , . I s.,k It ,­ � I.., 1 a __ - ____ - sta,l. Is I,— ­�lon, .­_ �11 o'/.- s, I - I' .-Ino -- gaN nail; . ==o _M11111,111114W � I I 11 I "I ,_ , ", �� ,,,,,,�,ialomwatfo ft_f"�� � ",L-rs�, - o,,-, Stwle 9A...oed, -o , . I ___ - - 11, " I I "I'll oft"00-r - __ T­ w or. , - - I_Tm7y TO WE's M'vg - in galwarliadroofingnail; N-od ,'I, rn ,�­ A�,,k -il-nion.. ,- ad o-. I/.., l� J. ­ -) ,,­ di-- 6 a Mee gyp­rn 4,­1rI -It I�­i_�121111­ I I - - I _­T­wo,s - . IV.-.%-, '/.-d- �'/.-,ri,,, ­ ­­ ,h.,k -.1-­­. � h ­- (-) �h.k dl...., � 9 wood ..-,.I oe..1, oornlo­ r,bfl­ .d.rLli,mart. f,arnn� _____T - Igi.�, V.-, �/.� �nd - - � I 1.'2rm�,.�.r.-,,­ 1­1 ­­inim I .� -) .- do.,.111 I air ­d leoe 6d dd..d ..I or od ­ ­1 1 6 I� � I �7? - ,1,o,r.­d ­d�,W­r, �.fl 6 _l� 6 I8d--...d.,8dd-,.1rail I a - � 12 -"'oe" I - ­­­l .inl .... t 1 6 1 6 1 uld ­o. not or ad d.lo-ol nail - . I _ I2 I o.. [::: _1�1� I . ,."�t'/.. b �, I s 1 6 , � ro, .d) F. S 1, I ­h = 23.4 ­ I foot = W4. 8 � I n,fle nor h ... = I.- knrrh 1.,61,o.n1 �,i I -MI'-M.7n' �d" I s I , . Al nalk ­11 b� o­oflh­.r, loo. or d­d �honl� ­­,ot � h­ oth­­ itatedi 11 i -11, I,1.1=.,,-, - I � I I . to�l. ­ ­,­ �i­ - h-o o "r--'f.-­h .,.. o­ .o­ ri,­­d, 11 6 1 1. V, .11 n'­I._..1 ..d I I net. ,hall be ­oe,1 at not more then I in,hea oo, at .11 ­1� . here ­, are le In,h. . ­­ I1- 1�,.nn.,.".' - I � I , � -4- by ii-aoot o, 4-%ot bg 9400t p- ­1 � ­1­ ,,­lly. -,- _..�.,,,oai, F I , I I. . 1,­, of f-- not ind.d.ol in d,i, �k ,holl b. b­d on Ible 1.2.er). ,* Ii. .�d .�� �g ' F., ,agon, h.ing � li�­ - .p.d of 90 nnol, or g­­ id daio­d nal, ­11 lt� ,,o� For -hing . .d Ar.d ... I ",ol ,00f ­1d,.ng to I I � I . - ,__ I- ­h.. . ­­n, .-.-h Jj­. ft- ael,k end ..II, . ,e,. -.o ,00f hie,ih- ­ti.r �, feet, .p to . le. noi F-1: -6-2-n.. - - ,,-,-.�-in,.b.,I��IM,,�a..�,h�l.��,..Il�f��t�l.g�.M��,4p.�l�d�h�N�g�g.U��d..Ilf,.�l�g�4l,e ,I:, th . d * ' ` - �� ,�: � tl�n an rnph, nall, fo, W.hng p anal ,00F ­tL,lrg t� ­­­ ­­ IhO be . M.11,�g��,�id.�,,�.���d�ilb.�h.d..�&�.�dI ... d h- � ­,d ,,�d. :�6:: :,:, ol� d!. no �:::d 6 . . � � ­*_",o .in. ­: - Ms., ­ . .rd ,�I� .d . Alk, ond � r,h- .­ 1. g.bl. end � all *..na. �: . ­pk, 6,11 h.. . ­­ ­ , �Idw d'1.,l.& .. d. ­­ ., ­ d. ' 3­ -.nI1-ll,.-­­ 11-d �allb. i-11.1 � ---- .-- -1 1­ls-rd�l.athirg­l ­­_ I - ­ ­W�AAJI,. ,,-it ::11_, ­­­­­�- ­1l.,,PP­h ... �,,�,.491.�..191.1.1�ik��l.���lib� -- or . ;I - .. �, don o.oh­o­n­n.d­,,­,r­ - F�.In��,hAlb,pU,,dl�.,,Wp.-.,h,..qh.��,6.dy.f�b�p���l. . r.,�.-O,�.�.C,-.41,.�.g�.h�lb.,,-d-..r.,h.,��l,&,,��..�h�.�, For SI: 1 rich = 25.4 mm. . This table is only applicable to the use ol'particlelocard that is not exposed to the weather and where tins, long dimension ofthe panel is parallel or perpendimlw III the studs� TABLE 602,3(5) MAXIMUM STUD SPACING (Inchuns) , ". I'll .1 I I I I M'111 I 11 2.4 24' - 1 %', I �� 'l �W`� 16 - 2e 3.4 2e 24 16 24 1 24 24 - 24 _2xS . 2 . a, 1 21 . 24 I 16 - - . 24 For 61: I inch = 25.4 MM,, . shall be reduced to 16 inches wherayfifiry grade studs ame used. TABLE 602.7 MAXIMUM SPANS FOR HEADERS LOCATED OVER OPENINGS IN WALLS (feet) 11 1­1111 .11 � I_ �, 1; 611 "M , I 14 , 11� _� , "'S' , , , amm �,, .1 I "� , I 11 N 11 ­ - �' W 1� ­ I 4i,616i , I # " "', ''I I IN 10112111 INN ­111, 11 "' a 10mw I � � , , ;g, NMI FAR,, , 10,01111! - 2-2.4 4 - I - - - 2-2x6 6 4 - - 2-2.8 6 6 - 10 2 - 2x 10 10 B 6 12 - 2-2.12 1 12 , 1. 8 16 - For 81; 1 Inch = 25.4 mm, I foot = 304.8 mm. a Norminal 4-mincr,thid, gnLje headem shall be permitted to be subsUbuted for double members. b Spans are based on No. 2 Grade lumber with 10-foot tributary door and roofloalds. I hereloy certif y that I have reviewed this p(an anal f ound it to Ice in compLiance with ASCE 7-10 (and the FLorida BuRding Code 5th Edition 2014 1 David W, Smith, RE. #53608 TABLE R301.2.1.2 WTNn-RnPNF nF'RPTIZ PpnTFrTTnKi F7AIZTP7NTWr ,zrwr7ni ii r rnp wnnn IZTDI Ir'TI ICIAI r)AKIr-I ,� a,b,c:,d - G (In.) CL,b Panel span panel span < 6 f Cot panel. span d anchor with 16 10 8 2-Inch embedment length. #10 wood screw based anchor with 16 12 9 2-Inch embedment length. 1/4-Inch tag screw based anchor 16 16 16 1wlth 2-Inch embedment length. I I I I For Sli 1 Inch = 25,4 mm, I f clot = 304.8 mm, 1 pound = 4,448 N, 1 mile per hour = 0.447 m/s a, This tabLe Is based on Veol as, determined In accordance with Section R301.2.1.3 of . mean roof hell ht b, Fasrs shaL( be Installed at oppos9ng' ends of -the wood structual, panet. Fasteners shall be tocated a minimum of i-inch from the edge of the panel. c. Anchors shall be penetrate through the exterior wait covering with an embedment length of 2 Inches minimum Into the bulLdIng Prame, Fasteners shal.l. be located a minimum of 2 1/2 Inches from the edge of concrete block or concrete. & Where panels are atta onr� o, they shall. be attached using vibration resistant anchors having 'Inmum uLtImate wlthclrawaL capacity of 1500 pounds. . I compj-�w � , - N111, woms'RNLL __ �Lo?d'D� :NG ,GC()D�-',-,. ,�'D �195NNILD4 ` , -,,0-,cTR1C � ,�qlo,�)f�li I . -.1 - -,, li., CS . , C()Pvt . ,_I - _ , � hLU � 3 (J � - . I ', � ­� �, L. �- !_ - __­ -- � ,j � - I , �� . -I '000" �_ � " I I .) I/ � __ - REVIEW DATE-, L__._�- - CITY OF ZEPHYRH�-A�, PLANS E)(AMINER-__:�_ J� __ - 1 ENGINEERING 47t.003 Qualificatims f" practice; exemptions.-- l2) The following persons are not required to be licensed under the provisions of this chapter as a licensed engineer: lh) Any electrical, plumbing, air-conditioning, or mechanical contractor vvhose practice includes the design and fabrication of electrical, plumbing, air-conditioning, or mechanics[ systems, respectively, vvirich she or he installs by virtue ofa license issued under chapter 489, under part I of chapter 553, or under any special act or ordinance vvhen v.,orkIng on any construction projectwhich- I . Requires an electrical or plumbing or air-conditioning and refrigeration system With a value of $125,000 or less; and 2.a. Requires an aggregate service capacity of 600 amperes (240 volts) or less on a residential electrical system or BOO amperes (240 volts) or less on a commercial or industrial electrical system; Requires a plumbing system with fevver than 250 fixture units; or Requires a heating, ventilation, and air-conditioning system not to exceed a 15-ton-per-5y5tem capacity, or if the project is designed to ommodste 100 or fe,wer persons. _r -#� 7JO ,-5- , 16p"J A1A1__L--- ... , /' ( / , ,,�2 /�,, /MN01.0 - I . I�P7� � S? )ii� a ,Jqj�,, X/�J lz2 V 31-1 INDEX OF DRAWINGS 1 COVER i �_� 3 4 LINTEL PLAN 5 . 1 --�-%4, FLOOR JOIST 6 DETAILS . 1� 7 DETAILS 8 ELEVATIONS 9 10 11 HVAC PLAN - PARCEL: 03-26-21-0220-OOBOO-0130 _� - ASHVILLE DRIVE RICK GOLLHARDT - DRAFTSMAN 1 813-781-3651 1 1 f i ZEPHYRHILLS, FL 33542 - rgollhardt@tampabay.rr.com ./,10 D.W.SM1TH,M.S.,P.E.#53608 ENGINEER'S NOTES � 6 11, � . t I PROJECTS ENGINEERING CONSULTANT - 1 OF 11 I 4, - IVE-DADE CITY, FL SCALE DATE JOB NO. 865 FAXi 352-521-0867 E-MA Ib dwsf I peiRearth I I nk. net 1 0 NOV 2015 . 201 5-88 ENGINEER LICENCE #53608 - R. GOLLHARDT D.W.S. � . i aJ LOw N� _ CD (n W 28 SH24 TEMPERED ® �I ATTIC ATTi c �- BATH 2-6 2-6 2— 2' B 2-6 2— OPEN ROOM 2' BEDROOM L 5' BF 10ry 0 I cn OPEN TO BELOW GUARDRAIL 10'-8" OPEN TO CEILING SH30 W/HALF MOON �w _CD 01 AREA'S LIVING 846 COVERED CARPORT 260 COVERED FRONT PORCH 187 COVERED BACK PORCH 87 FIRST FLOOR 1380 S,F, TOTAL AREA UNDER ROOF 2ND FLOOR FIRST FLOOR CEILING HEIGHT 9'-4" LIVING 479 ATTIC ROOMS 120 UPPER FLOOR CWILING HEIGHT 8'-0" SECOND FLOOR 599 S,F, TOTAL AREA UNDER ROOF �13 13'-4 —13, J 8, I 8' EGRESS _8 TOTAL AREA UNDER ROOF 1979 S.F. co z ao [Ifw �ry �W CDa_ X� bold �~ - N LO V AW r c 1 I hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 5th Edition 2014 David W, Smith, RE, #53608 8'XB'X16' CMU TYP. DECORATIVE CEMENTUOUS FINISH 4'X4' INSPECTI❑N PORT AT EACH FILLED CELL TYPICAL NOTEi EXTEND DECO FINISH 4' TO 6'- BELOW GRADE GRADE E C TYPE 'S' MORTAR STANDARD 90 DEGREE BEND WITH 25' LAP MINIMUM F.F. 4' 3000 PSI CONCRETE SLAB W/ 6'-6'/#10--#10 WWM OVER 6 MIL POLY W/ EDGES LAPPED 6' AND TAPED OVER CLEAN COMPACTED S❑IL CLEAN COMPACTED SOIL \ \ �\� \ PROCTOR D TM 9557MODIFIED ON TERMITE TREATED BOTTOM OF F❑❑TER SHALL 20'W X 16' H STEMWALL SLA BE 12' BELOW GRADE 1 STORY PER FBC R403 OPTIONAL STEMWALL FOOTING DETAIL EDGE OF FOOTING -IN CORNER CORNER DETAIL - FOOTING AND FOUNDATION WALL REINFORCEMENT B'X8'X16" CMU TYP, FINI❑SRATIVE CEMENTU❑US 4'X4' INSPECTION PORT AT EACH FILLED CELL TYPICAL NOTE, EXTEND DECO FINISH 4' TO 6'- BELOW GRADE Nz BEAM�REINFORCINGJREBAR WALLLREINFORCING H / ��#5 CORNER REBAR i GROUTED CELL 1 NOTE, ALL LAPS SHALL BE 25' MINIMUM CORNER DETAIL - BOND BEAM AND WALL REINFORCEMENTLLJ TYPE 'S' MORTAR STANDARD 90 DEGREE BEND WITH 25' LAP MINIMUM F.F. T 4' 3000 PSI CONCRETE SLAB W/ 6'-6'/#10--#10 WWM OVER 6 MIL POLY W/ EDGES LAPPED 6' AND TAPED OVER CLEAN COMPACTED S❑IL CLEAN COMPACTED SOIL (COMPACTED TO 95% MODIFIED 20'H X 16'W MONOLITHIC SLAB 16" PROCTOR ASTM D1557) TERMITE TREATED (3) #5 REBAR CONT. ON 3' CHAIRS TYP, BOTTOM OF F❑❑TER SHALL U.N.O. BE 12' BELOW GRADE TYPICAL MONOL YTHIC FOOTING DETAIL 4X4 PT POST ATTACHEQ TO DOUBLE 2X12 BEAM WITH AC4 RATED 1430# UPLIFT ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10820 DOUBLE 2X12 WITH 1/2" PLYWOOD SPLICE GLUED AND NAILED 4X4 PT POST ATTACHED TO DOUBLE 2X12 BEAM WITH ACE4 RATED 1785# UPLIFT 71 ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10820 FINISH FLOOR zu DETAIL A -A 2x #2 SPF STUDS - @ 16' ❑,C, W/(2) 16d TOENAILS T & B 2x P.T. BOTTOM PLATE (2) #5 CONT. ON 3' CHAIRS (TYP.) (1) ROW 2x BL❑CKING @ MID HEIGHT FOR WALL HGT. < 8'-6', (2) ROWS 2x BL❑CKING @ 3rd PTS FOR WALL HGT. > 8'-6' 1/2' GYP. WB (MIN,) @ GARAGE SIDE IF APPLICABLE. 1/4' DIA. X 3-1/4' TAPCDNS @ 24' ❑.C. AND @ 6' MAX. FROM END OF 2x PLATE 6 x 6 w1.4 x W1.4 WWF OR FIBERMESH \ /N /\ a rr >= v 1r_4r, I TYPICAL INTERIOR ffkARINC WALL WITHOUT UPLIFT 4' 3000 PSI CONCRETE SLAB W/ 6'-6'/#10--#10 WWM OVER 6 MIL POLY W/ EDGES. LAPPED 6' AND TAPED OVER CLEAN COMPACTED S❑IL 4X4 PT POST ATTACHED TO CONCRETE SLAB WITH PB44 RATED 1365# UPLIFT ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10820 (2' )H#5 REBARM❑CONTITHIC SLAB ON 3' CHAIRS TYP. U,N,O, " SQ. CONC. BLK COLUMNS WITH J 1) VERTICAL #5 REBAR LFROM FO�OTIyN�G pppppWITH B(1�OHLTA20USTRAPSU PO �j IN IPLACE (TYP) C LUMN HEIGHT AT 9'-8 �A'D SQ. CONC. BLK COLUMNS WITH VERTICAL #5 RREBAR FRROM FOOTI�NyG yVITH j%0HLTA20 STRAPS POUL DDIN PLACE (TYP) C LUMN HEIGHT AT 9 -8 SIMPSON HUC410 RATED 1810# UPLIFT EACH SIDE ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10655 DOUBLE 2X12 WITH 1/2" PLYWOOD SPLICE GLUED AND NAILED SIMPSON HUC410 RATED 1810# UPLIFT EACH SIDE ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10655 DOUBLE 2X12 WITH 1/2" PLYWOOD SPLICE GLUED AND NAILED 4' 3000 PSI CONCRETE SLAB W/ 6'-6'/#10--#10 WWM OVER 6 MIL POLY W/ EDGES LAPPED 6' AND TAPED OVER CLEAN COMPACTED S❑IL 20'H X 16'W M❑N❑LITHIC SLAB (3) #5 REBAR CONT, ON 3' CHAIRS TYP. U,N,O, DETAIL B-B #5 VERTICAL WALL REINFORCING IN GROUTED CELL --BOND BEAM W/(1) #5 REBAR MASONRY WALL FILLED CELL DETAIL FILLED CELL #5DOWEL ACI STANDARD HOOK E5pENWMIVP & H❑RIZ. REINFORCING CONCRETE F❑❑TING REINF❑RCING REBAR .SEE F❑UNDATI❑N PLAN) I hereby certif y that I have reviewed this plan and f ound it to be in compliance with ASCE 7-10 and the Florida Building Code 5th Edition 2014 David W, Smith, RE, #53608 NOTE: ® INDICATES 1-#5 REBAR IN FILLED CELL FROM F❑❑TING TO LENTAL LOCATED AT EACH SIDE OF ALL WIND❑WS AND DOOR ❑PENINGS. 6' ❑C MAXIMUM ❑THERWISE, SEE F❑❑TING DETAIL TABLE No, 2 REINF❑RCING SCHEDULE & LOAD CAPACITIES SAFE W❑RKING LOADS (PLF) 8' x 8" LINTELS MARK NO. LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL TOP BARS LINTEL BOTTOM BARS GRAVITY SAFE LOAD UPLIFT SAFE LOAD SAFE LATERAL LOADS (PLF) PLAIN S❑LID #5(1)U(0)L S❑LID #5(1)U(1)L S❑LID #5(1)U(o)L #5(1)U(1)L - S❑LID #5(2)U(I)L 8"x8" (PLAIN) 8"x8' (S❑LID) A BAR B BAR DETAIL A DETAIL B DETAIL C DETAIL B & C DETAIL D M-1 2'-10' 1'-6" Precast (2) #3 (2) #2 NONE 4245 7809 7809 8529 10000 1998 3964 M-2 3'-6' 2'-2' Precast (2) #3 (2) #2 NONE 2475 3837 3837 4815 4815 1168 2318 M-4 4'-6" 3'-2' Precast (2) #3 (2) #2 NONE 1343 2165 2165 2608 2608 638 1266 M-7 5'-10' 4'-6' Precast (2) #3 (2) #3 NONE 860 1423 1423 1470 1609 543 1105 TABLE No. 9 REINF❑RCING SCHEDULE & LOAD CAPACITIES SAFE W❑RKING LOADS (PLF) 8" x 8" RECESS DOOR HEADER MARK NO, TOTAL LENGTH CLEAR SPAN LINTEL TYPE TOP BAR LINTEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD LATERAL SAFE LOAD PLAIN S❑LID #5(1)U(0)L S❑LID #5(1)U(1)L S❑LID #5(1)U(0)L #5(1)U(1)L S❑LID #5(2)U(1)L PLAIN S❑LID A BAR B BAR DETAIL DA DETAIL DB DETAIL DC DETAIL DB & DC DETAIL DF DETAIL DA DETAILDB D-1 3'-8' 2'-4" Precast (2) #3 (2) #2 NONE 1360 1691 1691 2234 2234 1172 2071 D-2 4'-0' 2'-8' Precast (2) #3 (2) #2 NONE 1131 1425 1425 1863 1863 950 1677 D-4 4'-4' 3'-0" Precast (2) #3 (2) #2 NONE 963 1230 1230 1596 1596 785 1386 2' RECESS DETAIL 'DB' ENGINEERING SPECIFICATI❑NS: 1.) SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOADS. 2.) DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAX, RESISTING SHEAR AND MOMENT FOR THE LISTED LINTELS. 3.) SAFE LOADS LISTED ON ALL TABLES ARE IN UNITS OF POUND PER LINEAR FOOT, GENERALNOTE 1.) CODES 1,1 FLORIDA BUILDING CODE 5TH EDITI❑N 2014 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02). 13 AMERICAN S❑CIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 2.) CONCRETE: 2.1 CONCRETE C❑MPRESSIVE STRENGTH AT 28 DAYS 211 PRE —CAST W/STANDARD REINF❑RCEMENT-4000 PSI MIN. 212 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI MIN. 2.1.3. GROUT PER ASTM C476 — 3000 PSI W/ MAX, 3/8' AGGERATE, 8' TO 11' SLUMP, 2.2 REINF❑RCING BARS, 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 23 PRESTRESS STRANDS ASTM A416 7—WIRE, STRESS RELIEVED 270 KSI 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315, 2,5 CONCRETING ❑PERATIONS SHALL COMPLY WITH ACI STANDARDS. 3J MAS❑NRY+ 3.1 DESIGN AND CONSTRUCTI❑N SHALL CONFORM TO THE SPECIFICATI❑N OF THE NATI❑NAL CONCRETE MASONRY ASSOCIATI❑N AND ACI 530-02. 3.2 MINIMUM MASONRY UNIT STRENGTH+ F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4J STRUCTURAL 41 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER SECTI❑N 2101.3.1 OF FLORIDA BUILDING CODE 2007 (INCLUDING 2009 SUPPLEMENTS) 42 FOR LINTELS THAT ARE GREATER THAN 14'-0' CLEAR SPAN THEY SHALL BE PROVIDED A TEMPORARY SUPPORT AND THE TEMPORARY SUPPORT SHALL NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT, D-4 M-4 2668 SH25 DETAIL 'DB' DETAIL 'B' M-4 D-4 SH 13 2468 DETAIL 'B' DETAIL 'DR' M-1 18x36 DETAIL 'B' M-4 M-4 SH35/2 M-4 D-4 M-4 SH35/2 DETAIL 'B' SH25 3068 SH25 DETAIL 'B' DETAIL 'B' DETAIL 'DB' DETAIL 'B' ❑ ❑ ❑ ❑ LINTEL PLAN I hereby certif y that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 5th Edition 2014 David W, Smith, P.E. #53608 8' 7'-8„� 12'-4" ® ®® DORMER 13 8 B DORMER DORMER Ln lie ,,0 B 13 ® ® ® ® I(D B [Naa 11 ® Iris iis ® riD F Mo7) a D Ila— .ILO/-5# 7'-2" 10'-5" LEGEND ® MSTCM60 ® H2,5A © HETA20 UPLIFT C❑NNECTI❑N - SIMPS❑N STR❑NG-TIE FRAME APPLICATI❑NS MARK CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTENERS FLORIDA APPR❑VAL # B H2,5A 600 110 10-8d X 1-1/2' 10456 NOTE, CONNECTOR CAPICITIES ARE FOR SYP, REFER TO MANUFACTURERS FOR ADDITI❑NAL INF❑RMATI❑N 2 8QD cv J'S S 13'-10" 3-0 UPLIFT C❑NNECTI❑N - SIMPS❑N STR❑NG-TIE MASONRY APPLICATI❑NS MARK CONNECTOR UPLIFT LATERAL FASTENERS FLORIDA CAPACITY CAPACITY APPROVAL # A MSTCM60 4220 25-16d SINKERS 11468 14-1/4'X2-1/2' TITEN C HETA20 1890 335 16-10d X 1-1/2' 11473 CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CPU, I hereby certif y that I have reviewed this plan and f ound it to be in compliance with ASCE 7-10 and the Florida Building Code 5th Edition 2014 David W. Smith, Pf. #53608 PRE-ENGINEERED WOOD TRUSSES @ 24' ❑.C: MAX 30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER SHEATHING TO BE 15/32' 4 PLY CDX OR PLYW W/8d RING SHANK NAILS 6' D.C. 4' D.C. FOR FIRST 3 TRUSSES FROM GABLE ENDS USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED PER FBC R806 INSTALL R❑❑FING PER MANUFACTURERS SPECIFICATIONS FLASHING PER FBC-R 905 DOUBLE 2X4 TOP PLATE ATTACHED TO STUD WALL WITH WITH 8d COMMON NAILS (2) TYPICAL PRE-ENGINEERED WOOD TRUSSES @ 24' ❑.C, MAX NAILS USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED PER FBC R806 INSTALL R❑❑FING PER MANUFACTURERS SPECIFICATIONS FLASHING PER FBC-R 905 SIMPSON LU24 RATED 265# UPLIFT ATTACHED TO 2X4 STUD WALL ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10655 SIMPSON H2.5A RATED 600# UPLIFT EACH SIDE ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10456 2x6 WOOD FASCIA WITH ALUMINUM SOFFIT AND FASCIA TRIM ATTACH TO TAILS WITH 10d COMMON (2) PER C❑NNECTI❑N NW/6' TM WASHER : M AT TOP PLATE. U 51e to COUPLE 2x2K1/e TY N rf. AT SOLE MIN R-30 INSULATION 1/2' CEILING TYPE GYPSUM BOARD ATTACHED WITH 5d COOLER NAILS OR #8 DRYWALL SCREW AT 7' ❑,C, MAX 1/2' GYPSUM WALLBOARD ATTACHED WITH 5d COOLER NAILS OR #8 DRYWALL SCREW AT 7' ❑.C. MAX 2X4 STUD WALL @ 16' O.C. 1/2' OR 7/16' ❑SB MIN. PLYWOOD SHEATING NAILED W/8d COMMON NAILS @ 4' D.C. B❑UNDARIES, 6' ❑,C, EDGES, AND 12' O.C. FIELD TYVEK VAPOR FILM UNDER SHEATHING R-13 INSULATION MIN ,4-2X4 ~ WITHP8dB❑COMMONPNAILS ASPACED 8'r D.0 XS mot' -I--2x8 PT BOARD ATTACHED TO BLOCK WITH 1/2 X 6 J BOLTS WITH BLK WASHERS 0� AND NUT SPACED 24' D.C. 4X4 PT POST ATTACHED TO DOUBLE 2X12 BEAM —/ WITH ACE4 RATED 1785# UPLIFT ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10820 1/2' CEILING TYPE GYPSUM BOARD ATTACHED WITH 5d COOLER NAILS a OR #8 DRYWALL SCREW AT 7' D.C. MAX 00 "t 1/2' GYPSUM WALLBOARD ATTACHED WITH 5d COOLER NAILS 4' 3000 PSI CONCRETE SLAB OR #8 DRYWALL SCREW AT 7' D.C. MAX W/ 6'-6'/#10--#10 WWM OVER 6 MIL POLY W/ EDGES LAPPED 6' AND TAPED OVER CLEAN COMPACTED S❑IL CLEAN COMPACTED S❑IL—� (COMPACTED TO 95% M❑DIFIED , PROCTOR ASTM D1557) TERMITE TREATED <<20'H X 16'W MONOLITHIC SLAB T. BOTTOM BEL❑W ❑GRADE HALL z X 12'W M❑N❑LITHIC SLAB ❑N) 3 5 CHAIRS TYP. (2) #5 REBAR CONT. U.N.D. ON 3' CHAIRS TYP. U.N.O. NNINfCAL WALL Sl__�CTI017111` GO-BOLT/TIE MAX DETAIL CARPu-,AT DETAIL LEFT ELEVATION I w 3"X4'X.032" COMPOSITE ROOF PANEL :D WITH 1/2" PLYWOOD FOR SHINGLES FASTEN WITH #14X4-1 /2" SCREWS c~n @ 12" O.C. AT ENDS AND RACKES O 3" RECEIVING CHANNEL FOR COMPO ITE PANELS ATTACH TO HOST STRUCTURE WITH #10X2 LAG SCREWS 12" O.C. MAX (2) ROWS STAGGERED 4X4 ALUM POST WITH 2X6 BEAM ATTACHED WITH (2 3/8" THRU BOLTS, WASHERS AND NUT CORROS ON RESISTANT TYPICAL 4"X2" ANGLE PLATE ATTACHED TO 4" POST ATTACWITH H2 BASEB'WITHR 1/4"X2-1/2'S HERS TAPCONSD NUT 8"X8" THICKEN EDGE FOOTER WITH (1) #5 REBAR CONT. CARPORT DETAIL FRONT ELEVATION 2X4 TOP RAIL ATTACHED TO STRUCTURE WALL WITH 8d COMMON NAILS AND 4X4 POST WITH WITH 8d COMMON NAILS 2X4 BOARD FOR ATTACHMENT OF WOOD BALUSTERS C4 POST FOR ATTACHMENT OF 2X4. BOARDS FOR GUARDRAIL D BALLISTERS ATTACHED TO 2X4 BOARD WITH 1-1/2" DECK SCREWS :D GUAED SHALL NOT HAVE AN OPENING FROM _KING SURFACE TO THE REQUIRED GUARD HEIGHT %LLOW PASSAGE OF A 4 INCHES IN DIAMETER FLORIDA BUILDING CODE 2014 5TH EDITION VARLD-10-tAIL DETAIL I hereby certify that I have reviewed this plan and f ound it to be in compliance with ASCE 7-10 and the Florida Building Code 5th Edition 2014 David W, Smith, P.E. #53608 0 GO -BOLT OR TIE MAX ANCHOR BOLT AND THREADED ROD SPACED EQUALLY WITH 2' MAX AT ALL ❑PENINGS AND CORNERS TYPICAL ATTACH3PER MANUFACTURERS SPECIFICATIONS 2X8 PT BOARD ATTACHED TO BLOCK WITH 1/2'X8' J BOLTS SPACED 24' ❑.C. LEFT Ell I A!lO PRE-ENGINEERED WOOD TRUSSES @ 24' ❑,C. MAX 30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER SHEATHING TO BE 15/32' 4 PLY CDX OR PLYW W/8d RING SHANK NAILS 6' ❑.C. 4' D.C. FOR FIRST 3 TRUSSES FROM GABLE ENDS USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED PER FBC R806 INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS FLASHING PER FBC-R 905 2X4 ROOF RAFTERS @ 24' D.C. MAX 30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER SHEATHING TO BE 15/32' 4 PLY CDX OR PLYW W/861 RING SHANK NAILS 6' D.C. 4' D.C. FOR FIRST 3 TRUSSES FROM GABLE ENDS USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED PER FBC R806 DOUBLE 2X4 TOP PLATE ATTACHED TO STUD WALL WITH WITH 8d COMMON NAILS (2) TYPICAL SIMPS❑N H2.5A RATED 600# UPLIFT FL 0456 PER MANUFACTURERS SPECIFICATIONS THREADED ROD SPACED EQUALLY WITH 6' MAX AT ALL OPENINGS AND CORNERS TYPICAL RATED 3990# UPLIFT ATTACH PER MANUFACTURERS SPECIFICATIONS 2x6 WOOD FASCIA WITH ALUMINUM SOFFIT AND FASCIA TRIM ATTACH TO TAILS WITH 10d COMMON (2) PER CONNECTION 2X4 STUD WALL @ 16' ❑.C. 1/2' OR 7/16' ❑SB MIN. PLYWOOD SHEATING NAILED W/8d COMMON NAILS @ 4' D.C. BOUNDARIES, 6' D.C. EDGES, AND 12' O.C. FIELD TYVEK VAPOR FILM UNDER SHEATHING HORIZONTAL SIDING ATTACH PER MANUF, SPECS 2X4 BOTTOM PLATE ATTACHED TO 2X8 PT BOARD ATTACH STUDS WITH 8d COMMON NAILS (2) TYPICAL 2X8 PT BOARD ATTACHED TO BLOCK WITH 1/2'X8' J BOLTS SPACED 24' D.C. 24' ENGINEERED FLOOR JOIST @ 16' D.C. 8'X8'X16' CMU TYP, TYPE HH 'S' ##M�ORRRTEEABBR,,qq FOOTER)T❑SLINTEL BLOCK AT ALL OPENINGS AND CORNERS MAX SPACING 6' ❑.C, nnr _ r�icT�irrnrn ,nnn -rnoo�S @ 24 ❑.C. MAX NSS SHINGLES ON 30# FELT PAPER Y CDX OR PLYW W/8d RING SHANK NAILS RUSSES FROM GABLE ENDS VENT AS REQUIRED PER FBC R806 CTURERS SPECIFICATIONS 24' D.C. MAX FIBERGLASS SHINGLES ON 30# FELT PAPER '32' 4 PLY CDX OR PLYW W/8d RING SHANK NAILS .RST 3 TRUSSES FROM GABLE ENDS RIDGE VENT AS REQUIRED PER FBC R806 -❑P PLATE ATTACHED TO STUD WALL WITH iON NAILS (2) TYPICAL IN H2.5A RATED 600# UPLIFT 6 PER MANUFACTURERS SPECIFICATIONS 'HREADED ROD SPACED EQUALLY WITH 6' MAX �T ALL ❑PENINGS AND CORNERS TYPICAL 'ATED 3990# UPLIFT ATTACH PER MANUFACTURERS SPECIFICATIONS 2x6 WOOD FASCIA WITH ALUMINUM SOFFIT AND FASCIA TRIM ATTACH TO TAILS WITH 10d COMMON (2) PER CONNECTION X4 STUD WALL @ 16' ❑.C. 12' OR 7/16' ❑SB MIN. PLYWOOD SHEATING AILED W/8d COMMON NAILS @ 4' O.C. OUNDARIES, 6' D.C. EDGES, AND 12' D.C. FIELD YVEK VAPOR FILM UNDER SHEATHING ORIZONTAL SIDING ATTACH PER MANUF. SPECS X4 BOTTOM PLATE ATTACHED TO 2X8 PT BOARD iTTACH STUDS WITH 8d COMMON NAILS (2) TYPICAL X8 PT BOARD ATTACHED TO BLOCK WITH 1/2'X8' J OLTS SPACED 24' O.C. 8'X8'X16' CMU TYP, TYPE HH 'S' 85 #M� MORTAR WIT FOOTER)T❑SLINTELR FROM LOCK AT ALL ❑PENINGS AND CORNERS MAX SPACING 6' D.C. R -'A EL VA TI u" N o I L__� PRE-ENGINEERED WOOD TRUSSES @ 24' O.C. MAX 30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER SHEATHING TO BE 15/32' 4 PLY CDX ❑R PLYW W/8d RING SHANK NAILS USE❑LISIRSIGENTASEUREDEFSETELPLYCPRDEVRQIPERBC R606 INSTALL R❑❑FING PER MANUFACTURERS SPECIFICATIONS FLASHING PER FBC-R 905 PRE-ENGINEERED WOOD TRUSSES @ 24' D.C. MAX 30 YEAR WARRANTED FIBERGLASS SHINGLES ON SHEATHING TO BE 15/32' 4 PLY CDX OR PLYW 6' ❑.C. 4' ❑ C.PLFOR FIRST 3 TRUSSES FROM GAB USE STEEL YCLIPS. RIDGE VENT AS REQUIRE INSTALL R❑❑FING PER MANUFACTURERS SPECIFICATIONS FLASHING PER FBC-R 905 NAILS DOUBLE 2X4 TOP PLATE ATTACHED TO STUD WALL WITH WITH 8d COMMON NAILS (2) TYPICAL G❑-BOLT OR TIE MAX ANCHOR BOLT AND THREADED ROD SPACED EQUALLY WITH 2' MAX AT ALL ❑PENINGS AND CORNERS TYPICAL RATED 3990# UPLIFT ATTACH PER MANUFACTURERS SPECIFICATIONS 2X8 PT BOARD ATTACHED TO BLOCK WITH 1/2'X8' J BOLTS SPACED 24' D.C. SIMPS❑N H25A RATED 600# UPLIFT PLTACH PER MANUFACTURERS SPECIFICATIONS GO -BOLT OR TIE MAX ANCHOR BOLT AND THREADED ROD SPACED EQUALLY WITH 6' MAX AT ALL OPENINGS AND CORNERS TYPICAL RATED 3990# UPLIFT ATTACH PER MANUFACTURERS SPECIFICATIONS 2x6 WOOD FASCIA WITH ALUMINUM SOFFIT AND FASCIA TRIM ATTACH TO TAILS WITH lOd COMMON (2) PER CONNECTION 2X4 STUD WALL @ 16' D.C. 1/2' OR 7/16' ❑SB MIN. PLYWOOD SHEATING NAILED W/8d COMMON NAILS @ 4' D.C. BOUNDARIES, 6' O.C. EDGES, AND 12' ❑.C. FIELD TYVEK VAPOR FILM UNDER SHEATHING HORIZONTAL SIDING ATTACH PER MANUF. SPECS 2X4 BOTTOM PLATE ATTACHED TO 2X8 PT BARD ATTACH STUDS WITH 8d COMMON NAILS (2) TYPICAL 2X8 PT BOARD ATTACHED TO BLOCK WITH 1/2'X8' J r� BOLTS SPACED 24' D.C. 24' ENGINEERED FLOOR JOIST @ 16' D.C. ----8'X8'X16' CMU TYP. TYPE 'S' MORTAR A BEDEK WITH #5 F❑❑TER TO LRA AT ALL ❑PENINGS AND CORNERS MAX SPACING 6' D.C. G❑-BOLT OR TIE MAX ANCHOR BOLT AND THREADED ROD SPACED EQUALLY WITH 2' MAX AT ALL ❑PENINGS AND CORNERS TYPICAL RATED 3990# UPLIFT ATTACH PER MANUFACTURERS SPECIFICATIONS 2X4 ROOF RAFTERS @ 24' ❑.C, MAX 30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER SHEATHING TO BE 15/32' 4 PLY CDX OR PLYW W/8d RING SHANK NAILS 6' D.C. 4' D.C. FOR FIRST 3 TRUSSES FROM GABLE ENDS USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED PER FBC R806 DOUBLE 2X4 TOP PLATE ATTACHED TO STUD WALL WITH WITH 8d COMMON NAILS (2) TYPICAL SIMPS❑N H2.5A RATED 600# UPLIFT ATTAC56 PER MANUFACTURERS SPECIFICATIONS 2X4 BOTTOM PLATE ATTACHED TO 2X8 PT BOARD- ATTACH STUDS WITH 8d COMMON NAILS (2) TYPICAL 2X8 PT BOARD ATTACHED TO BLOCK WITH 1/2'X8'I J BOLTS SPACED 24' D.C. FRONT ELEVATION RIGHT ELEVATIO�'�r -141-ALL T'7-HAMING l;.7L_VE_7.VATI0N D_VE.TAIL_ I hereby certif y that I have reviewed this plan and f ound it to be in compliance with ASCE 7-10 and the Florida Building Code 5th Edition 2014 David W, Smith, RE, #53608 0 LE-P'-'-'T ELEVA TION 34, _ 0' RIGHT ELEVA TION +22/-25 --1T T 28/ FRO \ l ELE VA TIO I hereby certif y that I have reviewed this plan and f ound it to be in compliance with ASCE 7-10 and the Florida Building Code 5th Edition 2014 David W, Smith, P.E. #53608 WC 2" Hi : 3„ VTR ii 2" 31' f i ■■�■■ ■ �■ 2 VTR PLUMBING ISOMETRIC PLUII�IBING PLAN Ti] 3" VTR � 2" D � : 201 STUDOR VLV ; 3,_5„ o CU 1 I � i DW --- 2" . . STUDOR VL T-2 SHOWER STEP DOWN CEILING HEAD THRU 0 1-2st -------- --- VTR 13" ' 3„ ❑ j ❑ 4" C.O. I CONNECT TO EXISTING SEWER LINE 3- 2/0 THNN CU FEEDERS 2' GALV RISER 2' CHASE W/0) #210 THW COP. OR <3) #410 THW AL. 200 AMP MAIN BREAKER 200 AMP 40 CIRCUIT SURFACE MOUNT METER SOCKET PANEL ON INSIDE GARAGE WALL 0 0 �I 2' GALV NIPPLE UNDERGROUND SERVICE I� RODS 2-EACH 8'-0' APART MIN, CIF AVAILABLE? — I #4 CU DRIVEN .GROUND . J 3/8' X 8' GROUND ROD CONCRETE ENCASED 'UFER' ELECTTODE REQUIRED PER ART 250-50 N,E,C, MUST BE INSPECTED PRIOR TO CONCRETE PLACEMENT, NOTE, ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 08, LOCAL CODES AND THE LOCAL POWER CO. TYPICAL ELECTRICAL RISER DIAGRAM o AFI may'" AFI RAFI GFI 9AFI 3 AFI 1 CE AFI 3 FAN W%L FAN W `` AFL- -'1 �\ AFI NOTES: UNLESS ❑THERWISE NOTED 1, ELECTRICAL OUTLETS HEIGHTS AS MEASURED FROM FINISHED FLOOR CENTERED LINE OF THE BOX TO BEi 12' AFF (GENERAL) KITCHEN 44' AFF BATHROOM 39' AFF LAUNDRY ROOM 36' AFF EXTERI❑R WATERPROOF 12' AFF GARAGE GENERAL PURPOSE 42' AFF RANGE 2' AFF 2, ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE P❑SSIBLE 3, ELECTRICAL SWITCHES TO BE 42' CENTERLINE AFF, 4, ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATI❑NAL ELECTRIC CODE, LATEST EDITI❑N, BY LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESP❑NSIBLE FOR THE INSTALLATI❑N & SIZING OF ALL ELECTRICAL, WIRING & ACCESS❑RIES, 5, ALL SMOKE DETECTORS SHALL BE HARDWIRED INT❑ AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A M❑NIT❑RED BATTERY BACKUP, INSTALL SMOKE DETECTOR/CARBON M❑N❑XIDE ALARMS PER FBC R313; 6, ALL CIRCUITS ARE REQUIRED TO BE EITHER ARC FAULT OR GROUND FAULT PROTECTED PER NEC 2011 210A2 (B) 7, ALL RECEPTACLES ARE TO BE CHILD PROTECTED PER NEC 2011 406.11 8, GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N,E,C, 2011 9, R313,2 1 CARBON M❑N❑XIDE PR❑TECTI❑N, CARBON M❑N❑XIDE ALAMRS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA70, SUC DEVICES SHALL BE LISTED BY THE APPR❑PRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATI❑N CO ALARMS ❑R UL 2075, GAS AND VAPR❑ DETECTOR SENSOR, ACC❑RDING TO THE INSTALLATI❑N, 10 , 3132,2 3 C❑MBINATI❑N ALARMS, C❑MBINATI❑N SMOKE/CARBON M❑N❑XIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICATI❑N UL STANDARD, 11, KEEP ALL SMOKE DETECTORS MINIMUM OF 36' FROM BATHROOM DOORS, 12, IN NEW C❑NSTRUCTI❑N, SMOKE DETECTORS SHALL BE HARDWIRED INTO THE A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A M❑NIT❑RED BATTERY BACKUP. 13, BATHROOM EXHAUST FANS MUST VENT TO THE EXTERI❑R OF THE BUILDING, VENTILATI❑N TO ATTIC SPACE AND S❑FFITS IS NOT ACCEPTABLE, 14, ALL DOORS AND WIND❑WS PR❑VIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH A EXIT ALARM C❑MPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 DBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A C❑NTINU❑US AUDIBLE WARNING WHEN THE DOOR OR WIND❑W ARE OPENED. 15, ADD GFCI PR❑TECTI❑N TO RECEPTABLES IN LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE ❑UTSIDE EDGE OF A SINK, THIS WOULD INCLUDE THE RECPETACLE INSTALLED FOR A WASHING MACHINE, RECEPTABLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24', THE WIDTH OF A SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF ALL OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12' FOR STRAIGHT COUNTER TOPS AND 18' FOR SINKS AND RANGES INSTALLED IN C❑RNER C❑LINTERS, SYMBOL DESCRIPTION SWITCH $3 3 WAY SWITCH $4 4 WAY SWITCH $R RHEOSTAT SWITCH 8 110 V RECEPTICLE(1/2 SWITCHED) 8 110 V RECEPTICLE 8GFI 110 V RECEPTICLE - GROUND FAULT 8AFI 110 V RECEPTICLE - ARC FAULT 8WP 110 V RECEPTICLE - WATERPROOF OUTLET 220 V RECEPTICLE DUPLEX OUTLET IN FLOOR 110 V QUAD IBWP 110 V QUAD WATERPROOF OUTLET RECESSED INCANDESCENT `? LIGHT FIXTURE - WALL OR CEILING (TYP) EXHAUST BATH FAN 110 V 50 CFM'S EXHAUST FAN/LIGHT C❑MBINATI❑N ® FL❑URESCENT FIXTURE �b FLOOD LAMPS VANTITY LIGHT GD PUSH BUTTON FOR GARAGE OPENER S@D SMOKE /FIRE DETECTOR/ALARM C@M SMOKE/CARBON M❑N❑XIDE DETECTOR - COMBO © CARBON M❑N❑XIDE DETECTOR In ' CEILING FAN ONLY n CEILING FAN /LIGHT `\ FAN WIA ELECTRICAL METER ELECTRICAL PANEL ELECTRICAL PLA1\1 Ilr�Illlr III III III III 0 OX4X4 so r�ht wa n r l 8X4X4. lOa tb too c�rtcm so cp" opm ` \ �J zl• -0 "VAC PLAN ,[BIN MECHANICAL CONTRACTOR TO DETERMINE UNIT SIZE IN ACCORDANCE WITH CHAPTER 471,003 (2) OF THE FLORIDA ADMINSTRATI❑N CODE, MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE SYSTEMS DRAWN HEREON ARE BASED UPON THE HOMEOWNERS/CONTRACTORS REQUIREMENTS, 2ND STORY STAIRS WHERE OCCURS WELDED RAIL GUARD BY 5PIRAL 5TAIR WARE1-10C/5E PER 0 4X OR DEL. 2X FLOOR JOiS T OR HEADER TO BE DES/GNED FOR PLATFORM LOAD FOR EACH PROJEG T * DETAIL l TOP LANDING k OR 0 0 0/ �Y GL 05ED END TREAD Q � Q OPTIONAL ON STAIR 2 q Q � TYPICAL TREAD, j SEE DETAIL �DLL- O Z W Q PROVIDE CLOSED RISER Q OR DECORATIVE FILLER J; TO PREVENT PASSAGE - Q OF 4 " a SPHERE SEE STRUCTURE SHALL BE CAPABLE Z BEARING PLATE OF RES/STIN6 2/0# WIND OR (RECESS OPTIONAL), SCHEDULE, 168# SED SEISMIC LATERAL LOA/N iy SEE DETAIL 5EE ADDITION TO 162# LATERAL FROM COLUMN DUE TO UNBALANCED LOA515. (372# MIN. LATERAL; TYP/CAL, 51-EVAT/ON-- PIPE SLEEVE OVER PIPE COLUMN -=O_-- _---- _ _ I0 R15 S7-IF1`ENER5 15" MAX. I II i�jl I L i 7 61 MAX EQ. EO. EO. EO. 6 "MAX 43 " MAX q0 T256RF.E LANVING PLAN 112 " MAX. RADIUS - /„ l ,_o „ //0 " STEEL PL A TE LANDING 90 DEGREE N BEND l/8 2-8 LANVING 5 TYPICAL R15 ry 5TIFFENER l/4" STEEL N. 7. 5. N VARIES w 112" MAX. RAD1U5 INIMUM may~ R" -PER 5GHEDU1-E, SEE O 514 130. x /6 6A. TUBE SPINDLE TREAD 55C T/ON 6A(TYPICAL% (Fy = 50 K.S. l.) n N T.5. TYP. WOOD TREAD ' T- TR5A17 Al-TERNAT/1/F5 MOUNT/N6 HOLE _ - w //6 " OR /O GA 57-EEL PLATE WIDTI-/ a O (3116" STEEL REQUIRED FOR DIAMETERS OVERAk I k w -2 DIAMOND FLOOR FL TE: 1/8 " STEEL. 3. HOT-D/PPED VAN/ZED. GAL 4. HOT -DIPPED GALV DIAMOND FLOOR PLATE 6A " � � i HOLE5 FOR SPINDLES TREAD UP HANDRAIL �',�' '� TR�17 PLAN G.L. OF 1/4" D/A. MB. (BEYOND' -. 31.4" x 16 6A. �l O TYPICAL TREAD- O �YONNDJ LE I I / l/2" MIN. j END PLATE SAME MA TER/AL TYP' AS TREAD l/6 (OPT/ONAL ON (2) #12-24 x l l/2" 5-25.T5.M.5. STAI,;V 4 HOLES O TEK5 (RR. 24029). 5G�I=W5 MAY TAPPED FOR BE INSTALLED IN HOLE5 FOR 5/l6 " D/A. SET 5GRE/N5. INHERE P'PE SET SCREWS .SLEEVE COLLARS BEAR ONE ON TOP OF ANOTHER, TIEK 5GR5N5 ARE NOT REOD. 01�,ERLfi "M&7V7' A. / 1116 " TH/GK OAK. B. 51-4" THICK N/6H DENSITY PARTICLE BOARD (FOR CARPET/ * INCLUDES HOLE5 FOR MOUNTING WOOD 0VERLAYMEN7- PER A OR B ABOVE (SPECIAL ORDER AVAILBLE HOLES) 4" O.D. COLUMN N 3 //2" O.D INNER COLUMN f LANDLN6 PER DETAIL O OR O TYP TREAD COLLAR COLUMN (4) 5116 " DIA. SET 5CREW5 (2 PLACES), (6 TOTAL) COLUMN TO INNER COLUMN COLUMN SPLICE C& 2NV 57-ORY O q P/PE CoZ-4m1v r ER SGHEDUL SEED P/PE SLEEVE COLLAR, 5EE D3 (IPIPE SLEEVE COLLAR MAY BE J OMITTED AHERE TREAD lS WELDED - - OIRGTL Y TO CPLO-AQ U O _ TYP/G�FL TRB�D S�GT/ON 8 � N � _ l 1/2" - l'-O" O3 l/2" OR 4" 1.12 PIPE COLUMN PER P/PE SLEEVE 5GHEDULE 55 O 00 � (4) HOLES TAPPED FOR � 5116 " DIA. SCREWS N. T.5. l/4" x IC" DIA. STEAL PLATE (3/6" x AT (2i 57-0RY) NOTE PLEASE CONTACT W" PER 5GHEDULE THE SPIRAL 57A/R WAREHOUSE PRIOR 7-0 SEE O SETTING LOCATION FOR ANCHOR 50L TS. V BA5E PLAN 1 74 J N, 7-5. TYP/GAL WOOD OVERLAYMENT MOUNTING HOLE (SEE TREAD AL TERNAT/VE5) PIPE SLEEVE OVER PIPE COL UMN TYPICAL R/55R5 RlS€R LANDING TO LANDING NT - 'H" HE/GHT /2 R15ER5 15 R15ER5 /4 R,1SERS 15 R/5ER5 /6 R15ER5 /7 RISERS /8 R/5ER5 B" ----- 8'-8" 9-4" /O'-O" /0-8" !2' O„ 8 //2" B'--6" 9'--2 112" 9'--/l" /0'-7112" //'-4" ----- ----- q„ q-O„ q-q„ /0-6" //'- 1, /2-O" ----- ----- 9 112 9'-6 " 10 -3 11_2 ll - l " /l '-/0 //2 " ----- ----- ----- 1/8 " STEEL PLATE Q LAND/N6 (SOIJARE \ pR 60 DEGREE 20 \ 5UPPL I= OPTIONAL \` ROUND 90 DEGREE/ 60 DEGREE) \ (Sj 1/2" D1,4, x 4" LAG 50L TS TO WOOD HEADER (BY 0THER5) 6 " FROM EN,25 AND SQUALL Y 51-AGE17 (DOUBLE OVA NTITY OF 3 LAGS AT INTERMEDIATE LANDING OF 2 STORY ST.A/RSJ WHERE LANDING /S EXPOSED AT EXTER109, USE GAL V. LAGS. 43" R15 5T/FFENER5 \ k II � IJ \ \�1 \ / A\ I 7 6UARDRAIL NOT 5HOWN FOR GLARI iY 7 (2) 112 " DIA. x 4 " LAG 50L TS, SEE 2 VARIES 13 " MIN/MUM 60 L7E6REE L.ANl7/NG PLAN LANDING O TYPICAL FLOOR LAC,, SEE PLAN (2) 2x OR 4x BEAM FlN/SH � CONNECTION AT ,LAN17/NG 00 /112"_ SPINDLE TYPICAL TREAD 1� 114 " D1A. MB. w/ �- 5 TAR IVASHER NUT TYP/GAL I�FTA/L �Q /k /lN/MIJM F/N/5H FR�AMEY2 oFEN/N� FOR S TAIRS STAIR DIA. 'D" FINISHED OPENING 5- O" 5'-3" x S' 3" 5'-6" 5'-9„ x 5 �„ 6'-O" 6' 2" x 6'-3„ 6'-6" 6'-9"x 6-9" 7-0" 7 -3" x 7-3 " GENERAL NOTES (THE.55 NOTES SHALL AFFL7' UNLESS OTHERN155 NOT=) NOTE: WHERE GODS /5 SPEGIF/ED, lT SHALL BE THE 2007 GALIFORN/A BUILDING 6=5 AND 2006 INTERNATIONAL BUILDING- GORE. 1. COAITRAGTOR SHALL VER/F7' ALL GOND/771ON5 .AND DlMENS/ON5 AT THE -405 SITE 2. 50/L BEARING MINIMUM = 1,500 PS.F PER TABLE 1504.2 FOR CLAY, 5ANDY CLAY, 51L TY CLAY CLAYEY 51L T, 5/L T AND SANDY 51L T PER GRADING PREINSPEGTION OR SOILS REPORT. 3. 6ON5RETE FOR NEW FOOTlN65 SHALL BE STANDARD MIX, 2,500 P5./. AT 25 D,AYS. DEPUTY /NSPEGTOR NOT REOUIREG. 4 STRUG TURA' STEEL PLATES AND BARS SHALL BE A l T M A-36 (OR H/GHERj T/ELD STRENGTH �. . FRAME RO GH OPEN/NG LARGER TD 4LLOX FOR FINl5H S, STEEL PIPE COLUMNS AND SLEEVES SHALL 52 A.5. T M A-53 GRADE B OR ROUND H.5.5.1 MATERIAL SUCH AS GYP. BD., TRIM, ETC. A.5. T.M A500 GRADE B. 6. STEEL TUBES SHALL BE A.S. TM 4500 TRADE G. (Fy = 50 K5.1. M/N,) 7. BOL 7-5 SHALL BE A.5. T.M. A-307 SET SCREWS SHALL BE A.5. TM F9/2, F Sh 77 S. FASTENERS FOR EXTERIOR EXP05URc SHALL BE GAL VANIZED FOR STEEL STAIR✓1 AY. 9, STEEL MELDING SHALL BE PER GODS U5/N5 SHIELDED METAL ARG PROCESS l Y/TH R/GHT H'f4N17 UP 4 3 s 4 s - /� / E70XX ELEG TRODE5 OR EQUAL IN , AN r+' PPROVED FdFBRIGr� TOR 5 SHOP 10. A=L FABR/CATION SHALL BE DONE /N THE SHOP OF,A L16EN5EIJ F.ABR/CA TOR. NOTE s e 6 O %, 11. 5TA/RWA Y 51-1ALL BE USED FOR ONE AND TWO FA MIL Y DWELL ING ONL Y 1.3 R/SER LAYOUTS 12. SPIRAL 5TA/RWAYS ARE PERMITTED TO BE USED A5 A COMPONENT IN THE MBAN5 OF PON`N ' OINN OWN SHOWN (112 TREADS a a E6RE55 ONLY W1 THIN DWELL /NS UN/T5. (NOTE THA T A PR/ VA TE S TAIR/NA 9' 15 A 5 TAIRWAY 8 / LANDING% 7 & o a 9 s 9 ...- ii THAT SERVES A SINGLE TENANT .A SINSLE TENANT MAYBE ONE OR MORE OCCUPANTS 13, PROVIDE• MINIMUM OF 26" WIDE WALKING .AREA FROM OUTER EDGE OF SUPPORT COLUMN lND/GATES TO INNER EDGE OF HANDRAIL, 7 112" MINIMUM TREAD AT A POINT /2" FROM WHERE THE k D/REG TION TO 3 a a - TREAD 15 NARROY✓EST. MINIMUM 6-6 " 1 fEAD ROOM, AND R15E NOT TO EXCEED 9 112" (DOWNjSTA/R 4 s %/ • ; s 5rA/R TRENDS AND R/551;Z5 5H,ALL BE OF UNIFORM 5IZE.AN27 SHAPE THE TOLERANCE BETWEEN THE LARGEST AND LLE5T R15ER HEIGHT OR BETWEEN THE LARGEST AND 5MALLE57- TREAD DEPTH SHALL NOT EXCEED 5123" (0.375 INCH) IN ANY FLIGHT OF 57-A/R5. V Do�YN 6 oo�vN oohN 14 THE TOP OF GUARDRAILS SHALL BE 42"MINIMUM IN HEIGHT OPEN GUARDRAILS SHALL a 6 2 6 HAVE /NTERMEDIA TE RAIL 5 OR ,AN ORNAMENTAL PATTERN 5UGH THA T A 4 " SPHERE N LEFT HAN17 UP o e q " _.._ ... q CANNOT PA55 7-ILIROU61-1 J 15. HANIJRA/LS SHALL BE CONTINUOUS THE FULL LENGTH OF THE ST i1,45. FOR PRIVATE 1. LANDING 15 REVER5I5L F 60 OR 90 DEGREE EDGE OF LAND/N6 MAYBE USED STAIRWAYS, 1-1ANDRAIL5 ARE NOT RE0l11RED TO EXTEND 12" BEYOND THE THE TOP OR FOR TOP STEP. BOTTOM R15ER PER GORE SECTION 1012.-5. 2. 8.9" MINIMUM R/SER HE/GHT REQUIRED FOR HEADRODMBELOIN SQUARE LANDING. 16. LANDINGS AND LAND/N65 AT 17O0R5 SHALL COMPLTH GODS 5EG7 /ON5 100e.1.5 AND 3. /F DOORWAY OCCURS AT LANDIMr A LARGER LANDING MAY BE REO(/IRED. 10094. 5EE NOTE /6 d DETAIL /7 . 17 REDUCED PLANS OR POOR OUALITY F; bV7-5 (TOO DARK OR TOO LISHT WILL NOT BE ACCEPTABLE FOR 05TAININ6 A 5U1LD11VG PERMIT 18. A PLOT PLAN AND/OR FLOOR PLAN lS REOU/RED FOR 05TAIN/N6 A BUILDING FERMI r USING TI-115 PRODUCT T;Zff D, COLUMN, 4fFOOT/NG SGHjffr,7411-F STAR TREAD COLUMN GONG. PAD '! V" ()(w DIAMETER 'E" `�22) MAX. LOAD 'LBS.% PIPE DIA. APE (6) O.D. 5011L ERG. VALUE 1,500 P5.F 5'-O" 2'-6" l4 514" 4" 2,500 3" STD. 3 //2" 6„ 2' q" !6 .5%8 4" 2500 3" 5TD. - 5 ,112" 6" - 6'-0" .3'-O" l7 7/8" 4" 2500 3 //2" 5TD. 4" 6" 6'-6" 5=3" /95/8" 4" 2,500 3 //2"EX STIR. 4" o" 7'O" 3'-6" 21" -4" 2,500 31/2"EX. STR 4" !6" 6'-O" MAX (a) MATCH ABOVE 5,600 3 //2" EX. STR. -4 20" 19. REPRESENTATIONS OF PATTERNS AND VIEWS SHOWN ON THIS PLAN MAY NOT MATCH CURRENT PRODUG T'ON. 20. ALL WORK MUST 60MPL Y WITH L.A. GlI'Y PLANNING AND ZONING CODES AND LOCAL GORES. 21. 57`R/GTURAI OBSERVATION l5 NOT REOUIRED PIER G.B.G./I. B.G. SECTION 1704.2.2. 22. DESIGN LOADS: A. LIVE LOAD5: FLOOR: 40 P 5. F OR 300 LB. ON 4 50, IN ON TREADS ' 40 P S. F. ON LANDING. B. 51`E6/14L LOADS: HANDRAIL AND GUARDRAIL: 200 LB. IN ANYGIREGTION INTERMEDLATF RA IL 5: 50 LB. ON ONE .50.FT C. SNOW LOAD5 P - 4 P F N v SEE DETAILS ©, 8 OO g - O S. 6ROU D 5, OW LOs Pf = 0.7 Ge Gr ! Pg = O. 7(72,)(1.2J(/ 0,)40 = 40 F..5.F. (2) SEE DETAIL ® Ge = 1.2 SHIEL T ERED (i` OS T SEVERE F,AG TOR) (3) SEE DETAILS l4 B l9 Ct = !.2 UNHEATED (IVC5T SEVERE FAGTOR) (4) /F SOIL BEARING VALUE 15 GREA,TER THAN /,500 1-5.F1 USE 'W" FOR 1,500 PS.F = ID (OGGUPAN6S' CATEGORY l OR llJ EXISTING OR NIEW CONCRETE FLOOR OR WOOD FLOOR FRAMING SHALL BE DE5/GNIED FOR THE SPEC/FIG COLUMN LOAD FOR EACH INSTALLATION A WIND DE5,16N %DATA (5/ 2-STORY 5TA/R5 424'-O" MAX HT. WITH LAND/NG ATMID HE/GHT% BAS/G WIND SPEED: q0 M.PH r3-ScGOND GUST) AT 50' ABOVE GRADE W COMPARABLE D/AMETER AND WALL THICKNESS OF 5TEEL ROUND ff5.5. TUBINS MAY BE 54IL35T17-ZJTE7 FOR PIPE SHOWN. EXPOSURE G' INTERNAL PRESS0,EFFIG/ENT: NiA GO,^'IPONENTS AND CLADDING: N,/A GT/� /� �C/1��/ // / / r'f r7 L/L l NOTE WHEN STAIRWAY /5 USED ON' EXTERIOR OF BUILD/NG, lr SHALL NOT BE LOGATPD NEAR HILLS, RIDGES, OR E5GARPMENT5. E, EARTHQUAKE DESIGN DATA /5 = L0 (OCCUPANCY CATEGORY l OR l/) Ss = 200y 51TE GLA55: D 5o5 = /OOg I. Cog GONGRETE FLOOR 3" MIN): SEISMIC DESIGN G.ATE60RY. E (2) 114 17/A. POWER-5r!/D SE75M/G FORGE RESISTING SYSTEM ORDINARY MOMENT FRAME WOOD FLOOR: OR TRUBOL T WEDGE DES/6N BA5E SHE �R: V = 0.39/ 11� ,'A.>.D.% AT .50 FT. ABOVE GRADE (2) 5116 " D/A. x l 112" ANCHORS !Y/ l 0'4 "MIN Gs = 0.355 LA6 BOL T5 TO M/N EMBED. R = 3 0 H O 3/4 " SO, x 14 GA. 2x JOTS T, DECK, OR ANAL YS/5 PROCEDURE: EOVI VA.LENT LA TERAL FORGE MB. TUBE 5TAR TER BLOCKING F'05T (F K.S. ,/ - 50 2 ,ADDITIONAL REQUIREMENTS: 0 ROUND .51 57A- RTIN& P05T PLr4N O A. RISER SHALL HAVE SPAGS REDUGT/ON BAR ,SER DETAIL 22 OR EQUAL. TUBE (INNER i 3 //2"DIA. x l/&" PLA TZ SEE N.T.5. $ OUTDOOR 57A/RWAY5 SHALL BE GON5T,RUGTED SO THAT WATER WILL NOT ACCUMULATE DETAIL l2 ON WALKING SLRF,AGES. 2 o MAXIMUM SLOPE I/a C. WALKING 5IIRFAGES SHALL BE 50L ID 5URFACE5. D. USEABLE SPACE UNDER STAIRS SHALL NOT BE ENCLOSED. N. T.S. i i =CGO,RATIVE F/LLE,@ 5UG14 THAT 4"DIA. SPHERE !HILL NOT PA55 THROUGH C, (DE516N VARIES) x 16 6A. O O TUBE SPINDLE (Fy = 50 K.S. l.% !N/ CAST ALUMINUM HEAD (ANSI AA-3/900-F/ cq 4 "' MAX Z nl TYP/GAL � U� � 7N 5"o " SO. 5CL lD INSERT -,0 /5' /o ABOVE UPPER 1 TREAD (Fy = 50 K 5 0 T)'P/GAL. HANL79AIL RAIL 6LIARV (� GONT/NUOUS HANDRAIL SECURE TO EACH SPINDLE, 5EE SAFETY TERMINAL OPTIONAL, 5EE NOTE l5 O� ' � .1 PIPE COLUMN' PER 5GHEDULE, 5EE (5 �\ � /� -O 1/4" x lO"DIA. BEAR/NG PLATE A7-,-L. OOR LEVEL OR RECESSED FOR BEARING PLATE ON EXIS TING 3 //2 " MIN SLAB GONGRETE PAD A JOB SITE SPEGIF/G O 5116 V 15 Sj4" 50. x 16 GA. (0.060) TYPICAL 5L EEVE COLLAR (,3 NEW OR EXISTING REQUIRED FROM THE BLD6. CONCRETE 5LA,5 DEFT., APPROVAL 15 ALSO (STEEL% N T.5. REQUIRED BY THE (BY OTHERS% GA ST ALUMINUM ,65AR/NG PLATEANCHORAGF (4) l/2" DIA. x /0" A.B. FOR EXTERIOR INSTALLATION U5E C7 L V A.B. OR (4) 3/8 " DIA. MN H/L T! KWIK BOL T TZ ANGHOR5 W/ 2" MIN EMBED: (25 /` 7-- . TORQUE). ON5TALL ANCHORS AFTER CONCRETE HAS GORED, 28 DAYS.) (INSTALL PER E.5.R.-19/7 SEPT. 1, 2007� - NOTE KWIK BOLT TZ ANCHORS INSTALLED IN EXTERIOR LOCATIONS SHALL BE STAINLESS STEEL. NOTE: GONGRETE FLOOR OR WOOD FLOOR FRAMING (EX/STINS OR NEW SHALL BE DESIGNED FOR THE SPECIFIC COLUMN LOAD FOR EACH IN5TALLAT/ON. ANY REQUIRED 5TRU6TURAL GALGULAT/ON OR ENGINEERING SHALL BE PROVIDED BY OWNER. ENGINEER OF THE STANDARD - PLAN DOME GAP 7 DI � (OPT/ONAL% D 4" MAX CLEAR OR / Z u� DECORATIVE IRON i1 OI FILLER 5U6H THAT - III Z N 4 " D1A. SPHERE -III 3" MIN EDGE DI5T WILL NOT PA55 III O REBAR FOR THROUGH EXPANSIVE SOIL (DES/GN VAR/E5% -I I- lN" SQUARE PAD J� PER 5GHEDULE, 12-24 x l 112" / FOR EXPANSIVE SOILS: lb" M/N DEEP FOOTING S.D.SJ.S.MS. SEE O REQU/RED Al (2) #4 TEKS 545REA5 l 112 " 50. x 14 6A. (0.075) TUBE TYP. (5TEEL) P _ /'-O" CONTINUOUS i HANDRAIL, � � /- � GUARDRAIL, SEE 675NERRAL NOTjS i O� / � � � \ ( SHEET METAL SGRE!^l FINGER FORGE Fl T HEAD dooms GROOVES 514" SO. x 16 5A. INTO SPINDLE �9 TUBE SPINDLE W/ � 6145T ALUMINUM DR1VE PIN HEAD (ANSI AA-3/1100-F) 3/!6" I iii pI 4i ui hi 5/l6" SET 5GREW I° i° in of III � i'Iwmwui iI III H III !N-557AEEN _ Ian ul SPINDLE BASE TYPICAL TREAD ( p�Tpi �T 00� l l/4 " x l 1,�4 " O l/4 "-20 PAN HEAD PHIL L lPS x 514" LONG SCREW BAL GONY'FL OOP FRAMING GUA,@DR�1/L Br OTHERS, HANDRA/L N�Nl»i24/L5 O x 146A. (0.075% l l//6" 5EGT/ON IN5ER7 NOT A PART OF STAIRS N r5. 1 112" x 11B LANDING L757-A/L O x 3" PLATE (SEE NOTE 161) N T.S. / 1121, (Z) HOL55 AT WOOD GONAEG TION (V //4 " DIA. HOLE AT 5TEEL m GONNEG TION Rf4(L CONNECTOR 510" 51A. x 4" LON6 LAG 30L 75 14 INTO 2X MIN. 54OGKIN6 OR JO/STS (B)' OTHERS) FLOOR PANEL COLUMN 8 BEARING PLATE SEE (2) #l2 x 2" Qlit BLOCK 50L4:7 11""Alp WOOD zl2" SQUARE TO 57UI7 OR - L T. !HEIGHT BLOCK � � � � CONCRETE WHERE OCCURS TYP Ile 6x6 #2 D.F-L. 5IMF50N A35 (4) 5/DES RAIL CONNECTOR OR WELD 5/MPSON LGB66 FOOTING FOR 5UPPOR7- OF 57-AIR5 ONL Y, SEE /� EACH WAY TOP 8 BOTTOM / 1/2 " SO. x 14 6A. -� 1/4 " DIA. M.E. d W/ 3 ° CLEAR TO SOIL. - NATURAL OR COMPACTED SUB -GRADE 51M/LAR TOP LANDING 12 1 OR O COLUMN 5A5,1 55CT/ON - l %�I) __- --- L.ANVING RA/L. &IARV OPTIONAL PO5T - WITH FOOT/NG `� WHERE REOU/RED IIIIII-II' COLUMN BASE T/ON 5GAL E ON 30 x 42 PRINTED SH�Er �I 70 .NOT 56ALE PLANS OR DETA/LS STAR WASHER d NUT (TY-IGAL) a 316 " x 514 " B,AI. 9/559 SPACE 95T,7UC7"/0N BAR (2 N. T.S. N T.S. /FOR / B a STORY 5TA/R5) N T, 5. N T.S. .., _. — _ _. u : - —.- E L STUD NAIL PIN NAIL KX _.. (NCTL 0- 56-3A, sa•oc sartrns R'-..T'`� (Ntli856«t} i r mc.as o .x, r i 1 FL # FL10970-R5 Application Type Revision i vo ? j(I SAIll Code Version 2014 � I 9 ( T s Application Status roved - l i f tY- pP Approved _ tr'�l I 6Millt­ T!T AIL.,.yc��lc l I I AMC SC'OTtC € * Approved by DBPR. Approvals by DBPR shall be reviewed and l srCi i ratified by the POC and/or the Commission if necessary. i � E t � qq99 Comments r ` i IYP�ti trai„ I �:Ara scrtiPt Archived TtlW`r a i 'irECTIt1t �,, "° L_—iws !.:a .........,..........b......._.._..�__..,......_.� ... ._...,.._. „ , ... _ _ E Product Manufacturer JELD WEN=...-iiI x Frritr`— IMPACT _.,... € .__ ..wr —_... _ t4a�fill€ Prz 0P IFlP I j a � Brag � Y'i'.r 1� li€* INP�aC€ .—_-- Address/Phone/Email 3737 Lake Lakeport Blvd p- .� Psmn +mot o x ��" �OJA K0 m tta' ' - � 7 �#"'"'" _� �#�� ld C�U �,.».«.',. .-.:..,.:,« i..,.-,,....,..,W.. r..._..,, INA ............................................................... _... ....... ............ Klamath Falls OR 97601... Tl"N icbi rL> A-=: I�+_r TEfro � r, . rt,�. n ...:. _ _.. _ . .. Tara � : �,.Y.,.. ^sal r tin 1�x bears, (800 535-3936 ., ,,.. ._.__._.v__ :. ...... ) trr cx r s�iat al ram- I i9ii 4�1C + Traffi � tk s � d€�agsrrc, bx9 &aid rretas,aiasera �. L �t 0 cali�[t eaa�ial stra�ir €� ge�ax fsac;ars ?t-xna�ks the tza�rte nnaifii. fbc1@JeId-wen.com sam min ki w corm Yltltt w irld lira cat*da,l tta adot Irilis r xtal Shillding na t rt i to rsrtrr a rnftrril of three I mir ash the s Tf t toareii m di r t, a -. res t. graal eJ m . Tian dawn Ist1a5�n Vi, t �fTI fern brill C e trtar licr ral Residel- + cads I �a e ' tma i i ? a 2•, L B PH err gr n Ill nazi li willi suft: ant teron [zz d S, I .1. ItEI ate ti is t mart. c,we it Wind : T a r tar �c1atrti.t "Ea f� a tls. pis frarxre,aRh ia�slrASr pYt�Y' rvrltl t�itz?cta ttf tt� 9rtta°d ialdar� � �rtd rr7 r'�rsxinrd : E�raretcira for ikr3 tRtet aitsnebpt�;if': �: � etit�:.kusa and tam titasd le � I . k" nrt iatI rrl it li[ i , 1cwi a t3 ildir t , ." P 1' • i ... rnam . fi a r't9tr§aPTtairri 1 e"[o 1 lY eur . ' i i n 0, and Ole rr ? ll Oil a nts ru G t (wooda d ki'iG�air it -"� t� ra �a i rid bo . n�slivi3l �I iiw �. #� �kDt"�� Eu r � � s i cxuifz r s .D .� sii �1�?�'. anJ ar �r 1rs r sue' tr z css �1i � h t � �:eta r� �' aris�wrrte-iEttl;ra�rld ass trittd, wed �. i errkris ham, it ;�rrd ntrin}•�j � ra , � ��usm iravtl � t3Rd irutxl7 k1 t:a ,. � !Y Sri and iiE ira€i y rda ei r d idit a 5za, Authorized Signature Kaede McLaughlin w Aoiazraar Saar , t anahar toQMPBtiY et r�lo tra:tie *, Tlte� Ai and to ar�at a�� line Tl x i�tr ,r�r, lal rg:'�r r, or dab u rofinsWr Je���a � ccr er�r�r r�star , I z euY psi:riarn9Ttvi ✓Ri . t 6T rr7 t arrt �xi ialt tits r rt of w4}o4. Fbc1@Jeld-wen.comIrttiitxxrisigt)ir:Ill srxat&cxalrtrit�aiAteYd> ucrsaciasti?rareartiiYitcsi rim w~as6rayitc�#sutrJtal i3OUMM is Ill y�ftm rGilix artitsftecrsKlc di!'r. - w irxMaltaran rrir>A.%^ritf�. rrtssy tam itlttzaearg� x'�,t<llin � �u1te r;i ara�* Wit. cs1 ire -. �a's. ercv arli o or s1b trT s nT whore wnd tararr 4, i as rot rat r� ; ifs +J ra31: i1 la a€e � maybe nt t w#t n #ks Tra pier 3i ila iii�Ir i aibuildi 6 W*',d w u�+ a p ataraliri i6C -T-5r,n 1r a . t All ika P..t % - r IV. swtx�rst sa:Oad_ "Id e. its �, FAIiIGsr�+r +. ors rrsq�airsad kr 1E :. • . _ .�. rra aT€•end a T'e�rl>. �. tin�Yttl�tlFrre � -. °.. 3 Jill Ee. ,.. . w. _ ' _ e rW .lred di code. _ . .Ears Ertrtae� ix" iac�t �f't i6 rrur7utred . YirSd tr�raE? - :4'�"" ^., - � r tw i ' 7 1'ct weamoi l '. » 'naasrt ��.f7e art bc�ic � rtet� �aad: Uu a��I ir�,Iuri� x� :.: .��. Hla16 ru: arc tr�fs a`�' 7pPCaxlrr9i.���±y 1.35�" artd�yltxr`ri #rar•axsa. - € a i t sit sizes ra rant k r at # , i Itan is mgokp+d by [ovv w ag . Vi rid- l , , e I Technical Representative JELD WEN Corporate Customer Service airrium ; Ole r raltEnr rrt Tartali tit§ .stellit TW iirea : lowidatm to p mrlxm z es€a a l asr�) r2kr fi,.a ,.::_ .05DT eemo to a' a Brame, its aid' r rue a os0 a?aatea m : �€ tam gow to I n rr. r asrta as d .:._`.. .. c .� - <«,.'r'..' _..__ : ° ... },P rasa ax: .ter;: F a al r $lot r3 4#r3 T,a3 .. dte &a <- .. ::. v.. s? :r - - -..... rz st: ll i gt3xlg e a a , ,. Address/Phone/Email 3737 Lakeport Blvd. � dr �; _ t� _. ...._ _.. a; s�aaz _ -. ,; , ., � �z�rL�� �w , r (MI)Sill 3�a . r 3d a tIi Fark aid'. it rkuaft rtrisetisrl . ,c'; t3 alxa turns rw.. l# r A l » ., -. - - M:. T txr s?, :has€, i. Klamath Falls OR 97601 r era. irta � �tfiw r s � � r : Ira s t rtta4d tl a rtsi uifn i t d taut t wri lam ( 1 fed ra adi l f� _ . c. m, 6� tatttma ' ��?c (800) 535 3936 , For to r,: + ixtratifr�laera ;e :r rratwr:. _.fit." f s i4iisxuaTaClIISIirItaslg _ ', a ....,,, Ituli errs Alnatrritean (4%�CI)'3iraie King I its ti _ _ TO customerservlcea ents@ eld -wen. x_ .. -i, 9 J a ., . ' `: 4 r Tt s ca sts o w ra � ire Fuzz ^ a mt l NdaA t to r (say:1a5" x s . g ,... Ilayle (3.1!5'xFt D ih3 rranttna". nwwreaev ®€Alt lntuli:II)altlr sXr,rabw p#xa '� Yt9� seal >..a'S[;tLs 1 aceA -r .. tnafitstr td #t : aua maM� < vw uc .crt?s. ar 'e�: T rah sn nek�aar�+a . . I RI11Ir - (5:2.I` %,i„:i"j I ,!&Lki rise. r c= r. ar ti+Wzrt�rm,> rs �nk}d r s oe ar ar sk` � sit R` ra�r�a'n as n� rim cam, sue: � sir i iti €k all � €>H rr MYr9tkAB �t Wsl�thurrlrtadn �" fl1 : � {,t� . 1r:Lar :. axe. c..c cr rtvs.r� MF49a7 %it�itierr. IahrPa sttr �+ '�J a5pi(Cl ii:.. .lJr pa$�sc.t Quality Assurance Representative Address/Phone/Email Category Wi ndows Subcategory Single Hung Compliance Method Certification Mark or Listing ....._ ...... _... Certification Agency National Accreditation & Management Institute - - -�y - ixtyta i Validated By National Accreditation & Management Institute, . sIii-66-YA.) I GNCTI ��� MNE.� T"""__".".�.io- ._..........._ tr _" #}— s"acw °"' Ad MM film girl g 7' Referenced Standard and Year (of Standard) Standard Year TAS 202 1994 ITIPIEM. VERTICAi F R=AW S T IIiiJ �i , r 1E Sr-cTi N Equivalence of Product Standards.,,. Certified ByFRAME SECTION i E I Nett Frame OFa 1t�a%�C1� � �nataw w�s� Mere me MP4C� , � I 52, 07a i " 50 NO 1. p caww•a s..ae. wv .w.r+- �e *«sceK .+}�..:rg aaM rrw exarus,+E7,e ,.....-.-w . 'Wow `AYrY.i",""'"'"9^P JL" d•'_ �°a�.. .. { �ii. stoma € a�r✓rx. arssrwmx. 'S5' ''T #. "yAVMj_)WTh F ASTU4ERS Product Approval Method Method 1 Option A Tv"It:A:....ELEV+ATM ' _ .> . ................._._ ......... m - ,,.tar I isfallsY PEts . N :: : i . The pri stiat.9 di vent 115 desi od, ftlirl ar anti gW Xi 1, Ii t winam to suldsvill The Product glom hiviOn is cloned, ti and mwtea04mad a 1, Seel Ul 1 WirsdOW TO SA40# 101l =nplyvawth 0,4 wing toad orrila a of aria adept t ,"wrla canal l d np 2, #1 g � # Fi sii t rtieB 31 +i a ar gr tar t i 1e IYa Date Submitted 04123/2 015 szli vill the vein lidadvft6a of thila, wtMd it lifluidifirig 2. # 1 0 Idi or grel fa Me nenit th rnAA „yrt ira3" vAdi aa.>i dAnt, lenwh Code ill Pee Aftemalimal Residential eta , k, li Fli aldiding wrkl nt iiiinon to wall a rmnirrian thro COW (ilk},11V Virlermtidnal l Oodei Ofil Ill MCA ida &-lidil b penerme a rralim"d 2. Asa me wow RAMIV. CrXU, wA V ra r4jstr3 al daid reauWarrierft Im tare staid con.Mma, tie rneTal aW. Date Validated 04124/2015 Cbft Al iha-rxtustristaricard requaill W thle stalledenridi 'ts. . suers°karat#WWAbmla.,Rim i'rertlar°do frt to blip blallignad • Ailglazing a conLanteaA;3`ilntE13W, 3 }heat.eon,aWaarOP'a+VXdrlall i`Wnir :W rrtaastiVjisi .' a + Ail 01MM glad car4 t to ASTM E1 #rttr;tdrand 'to t ly irens r all heads to : ataa kill. ` ho t + t� id moni ireNa,r - re u.Ai Q or dab, it taw d anchcarard i € opOA.r oslatr I tr1 to dl'� & tearer. Thl h l Date Pending FBC Approval Mnirr.rn noeninal g. Via` T*n0 tr a tla�ul: Structx i eat, . at or eroiral of rert'l Ill ! inual ffwtfbft mAybe intardGneww4tilin the OarrMilr i : istrudutg is *Q roupore'Abilwyof me wonibil oril ofrooll for e linswaul ffiefleft mill bai¢4 &3r •t'wrial tll Annip nPior rag. teprelfad saf iniffalial • .'M trot&& prohill s;l as raWined tirai ave a'v-ari1 knorr : debris rJW r3rfi of glivallsk3r. Date Approved 04/28/2 015 ( . An IrnPW id r whxt bl debris 4. F'as�il we nit mired pit tha sill, even +a MtKed ty Al t'aaaJ cxde. ¢, Fasteners al rill foquiwd in are gill, rarobalmo s 4 required by ill bLwrai SActCs, . W44n rt°t sill are buck not ii and do rativ-,,ude firm m Alin . 's eximurnW.Os are bard; J raft sizes% allid do not 011 insi or ..... -fa addisailis 0� k AIWM Moral W - l b ...._� ....--- ,,,'gip: -= �owl.AWM Tr 6 WOM Milldam pleat a l fatilJeep ealawwdl rasx�laeara ! �a �� to ti11nJ ditow pait— and > 3�°i4d to ' _ 37Y9 La�ggnef im ins sxa limeif wl > It a ;Y2 Inf f M a b 010 " Ill w er Pria?,M omm 1r31tia jaCT f51&abZ•3+51 Pd to dart Will � is t ass to H , ' nr rats, i3E Kit iNe rxA lee 8 tl rahr. "r fire iri rs a ` i� ai wrs gsarstanz ears arfi waft" Per nul W Ow _ r 5 sWave tJra annr it: -. ti er sA[tarnd ltttti 441I Sh is F 1t I pmIlapad91hb rrrt akl>r e.` .. ... fir - r." _ .. ± . tlLil�7iitt i (' a 51fY 1 Tiia sf 3 ark frarCr, al first it bur - `erg.. .r► +: a511 Wd l lie ( .1W x 72 i .4 :w Is i r m # * rati8 # clsr - i1 t2EtMs- i" , dal t Itra§is tS7.12S' x 72 r ar"` wad a err am�r arw rtrs € rants ale mad ewi b � rx �a . �.< "�`� �n aamr alai ;�rl 01 ids �J ie 44 Oro l IFArNi QP � � " � . � I � .... .....::�,..,, LCuMt6t sa ' fi a Hsu n ,r I a � �� van r>�rik it�siCx1 Gil, � O . FL # FL16468-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbci@jeld-wen.com Authorized Signature Kaede McLaughlin fbci@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service SHMT ROM , 9H—Eff 4 " "� xr eaawryrar� m m®a WnarAe R Address/Phone/Email 3737 Lakeport Blvd.a Klamath Falls, OR 97601 1 $00) 535-3936 aof rxttwsxawrtc� s customerserviceagents@jeld-wen.com s p6 © a o Quality Assurance Representative Address/Phone/Email i.Tr uCt aranroal�rwrTtc xtctu�a as r�VAMMUff 1C SAM Category Exterior Doors. tx setts rirerlsTttxs tttl4CTl1SF h aatlt� a7tt 1&re17 SBIkT'r — .. Ir l - Subcategory Swinging Exterior Door Assemblies +�i3lkt�liT�}rr55 T� p=GN UnING ice BMWOil �. +ui. ': saes �+ s �att� �e gait slept 3r' fie. Compliance Method Evaluation Report from a Florida Registered Architect or crp sty �q°spea t s z x r a Licensed Florida Professional Engineer Ill * +s- r Mail . . tr6uTE 71E Evaluation Report - Hardcopy Received xr�i't�.trisTxiret�riTrtia �lr .as+ Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. ttRoF2 1+� �tpattx F ewT ' " x t il@WArg16T�4TtClati Evaluation Report i a an Er Saar r sips u await + x By x 6 Tia�atQ AND 4F@ � lattla�Tnr. t -- Florida License PE-73778 tn�►x Thar lsr H MAToHawT errAmE rza 8i 5 i„A 0"UP xrunem rr� "ter Quality Assurance Entity National Accreditation & Management Institute ✓ ' or Ill rl� I gatr aat��l °a rr'a --WA00NP=ftt AM Ill - c ire Tti rciaLAT sllr�awl�ra r A€ott�ilmWar,. I aiti Quality Assurance Contract Expiration Date 01/01 2018 PCL ainT �Kirtt�.v�rflrnTraavarxt�-rr�a via � @ � ae�xsrvi.r�troar tasr�€Ya ° . Validated By Locke Bowden Pia .�� rsrts'feat�ltr+ika � s � a1Fx is r xn �: ExiTalr�om -rtulmas.ts - nru, ts� I taltcsurr silo c�lurTlet a r 1Wlla�tlq tlrit earn >t•llrr. ' I 1�.` OVA; tTt�#'tY�,YnLiY€Eii�t0iraesrrl x t Validation Checklist - HalReceived Trls•x�caasrwra aE � attarsDOM 1643krim X7L �,. SCREMM RIXAT'.fiH�.9�.t..lrOR L77�1ti.latUlk. ris xI4#tir3ttl7t f..l�T?tQOAPIS � LL 1 �' - .. ' rrri lwijt.% �:ldi. i Y#&LEffI.1lar.:. txAi$` ii1t5 A4 k�tFY' Idt4GLD r Y, tr►aFFsa KPr}MR?ktaSk£irKaP TO Tub ii exist Astltstffi A TPl APU9AitAt7 tlffiiN6`a$'leg,E4Y$`r�YYS94�EY}t.i7'p'A[RSTRAiit,Qpy€: ATiNEP%t$til,l7ktt$�'S3 Arm ,;: . tEr96 a+�iET; Certificate of Independence FL16468 R8 COI COI JW SS 2015-04-27.ad&71:t,`F`E&F f try *ZW EcxNM0FjFKFFtAME r�sAsx�t�xtaes iFSEN3i?#4tr2° I awaartraa mr Z rilP M—r. OPt�A1 FAA $ J > r .tifiir rCst it irr ' ;a' .., TO irRS 1Yi}2C�tidH`tHp.r�4MNp�.fli'xd3EtSlTa9EP Mttia�Rl-�IMRi�1fAli TY� I,� .fit �di9&Efll .................._ ,•• ,»� a Viti4. r7dal'�atkFAAf'i1>I�. aaatarxrr Referenced Standard and Year (of Standard) Standard Year s i f ,,,. _W. Oil TAS 202 1994 [ 1. t uar rx+b ii< .. Ot urrattame l rP ,a . RX1E2Qtl9 +. RIB rPANB# {+t6�Ta Timili T i 5 a 9 a 3 ftjypg3 i1Lse 1 - OMMEETTam I6'8T6YYr'.SYiIr S. .I prT9 Lt tTt F = 753ff12£4T1 .-.._�:.._�. Equivalence of Product Standards x FAA: Certified By + .rrrti,n.• .xtl-•+ dF P.M V1ak Sections from the Code ciINGe Product Approval Method Method 1 Option D Date Submitted 04/15/2015� Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 FL # FL16503-RI Application Type Revision Code Version 2014 Application Status Pending FBC Approval Comments Archived Product Manufacturer KAYCAN LTD Address/Phone/Email 1 Memorial Drive Richford, VT 05476 (406)553-6816 ExtO alex.jovanovic@kpproducts.com Authorized Signature JovanovicAlex aIex,joyanovic@kpproducts.com Technical Representative Joe Wndlne Address/Phone/Email 402 Boyer St Williston, VT 05495 2S2-9991 j662 oe.l undl n e@ kpprod ucts, com Quality Assurance Representative Joe Lundine Address/Phone/Email 402 Boyer St Williston, VT 05495 (662)2S2-9991 joe,lundine@kpproducts.com Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer EvaluationReport- HardcopyReoeived Florida Engineer or Arch Ited Name who developed the Robert J, Amo-uso, P.E. Evaluation Report Florida License PE-49752 Quality Assurance Entity Architectural Testing, Inc, Quality Assurance Contract Expiration Date 12,/31/2016 Validated By Steven M. Union, PE Validation Checklist - Hardcopy Received Certificate of Independence FL16503 R1 COI CI 2241 Revi 415- 0229-KaycanSoffit_ss.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D3679 06a ASTM E330 2002 Equivalence of Product Standards Cardfled By Florida Licensed Professional Engineer or Architect FL16503 Ri EgLIV EER 2241 Revi 415- 0229Kaycan5offft ss Ddf Sections from the Code Product Approval Method Method i Option D Date Submitted 06/07/2015 Date Validated 06/11/2015 Date Pending FBC Approval 06/16/2015 RAYCA ,LT4D 1VjNYVPVC AND ALUM111NUM .SOFFIT - SOLID AND VENTED INSTALLAT][0N ANCHORAGE D1911 S: pRTEf[ It®TALiA7iOi/NLSTE4: i Tt9Rt+nWLCT MAB9EEt1'IEaTER h!{dOEdeNE9 FO CCkAP•Y,WITH 7HE�HO�tW6IM9tAlC,iN13CAlREtFaCI EXLYfifNNOTNEHInH YELCCfTY HLrovaGANF. tOHE 9ttTHFJ ATYHe AFeFWE',&4170.CS 7MWlP,GN#TYP99NEk4 � N+IG,W#8'O.'btt ati il4 fYfC61[t:,:'MdEDMtMt ANa Et7crCIXSTMICE6HRWNNHiEIfI FOHAG9REG'iWE 9V&SfiRATE fARtfJ.THEIE FWp[M)CTSWEHETEBhV'T'JA5tM 6234 fE.$PnilCTUNRL FESr �9VLT6MS617, 41N'.WR/ WFNEDN@Etl WV Y.s Rsa'rrl�iafse,ersnaN lT$aA NP ERNimcgEe>kNae1E.6.. 24eerAtlATAW arxlttiNa sww.eNAsslta,YNRNrr>F px WNLErzANR W1pd$ra.Lti;111oaG DEYRL8 C11 DIiEEFEYI. 6�laATnla- 1, D�IRNPl1ESaOPELR%RATVi0591IG YN rR=Tti88,lEE1'AXFiOf1Ct16�YFERiGr.'4X�bEAYEY'AMttl:. 2t. 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ALCE,�ER $lgt.'i£ROrtAE13ISrER60nafJpr6RT .& £IRFf1T RNALL 9E'.LRR9ERINACGOR[1ANCE WIrN'8}1R:8C:3EI:TK919i592MA2R1P£168ECfgHP8H2 4. a ITNEI'fHE'EA"EAtNM'.CORWtCf YAFHNt1afEE SEGIiRN{r18R1 Ab,9 ffiIefRC•$ECnRd:Wa14l AWE SHOWN W TLtE RFP"11V6n 84NiYi- EntNga64N aHEEYZ. ,R uAW is 14.1. {tAYCANetALRINO?WnY,N(L�FflTIeRNNER F1eiMAFCWMUtAT83PJCPR4YOTa1 CWPIX1tA 1:EeTW6'0*ZFCTpOASTM <ba10: 1A2 tlAYCAH a"pllaaSFMAUdISAkWMMiG aOFRTS,HNYIFACT'iR®4AR6.RLtHgQWI,J.LATMMAaTy.� F®TERTENaI.E aTpcaulH oRs, Isa Axorte.R sna:"olnof aeexx w9. �9,Y3T2FOW aOFarsFEcwFrAT,ONR TABLE OF CONTENT SHEEt DESCRIPBON 1 GENERAL NOTIES AND SPECMATIONS" 2 : APPROVED VINYL AND ALUMNUM SOFFIT AND TFbM SCHETIULF 3 - INSTALLATION FASTENER SC14 U/LE AND SOFFIT PROMES: -4 TO 11. SOPM AND ACCISSOnr PROFESS 12 SOFFIT INSrM?ATH* CROSS SECTION- T3 WALL. SIDE - STAPLE DUAL WALL SIDE - NALL. DETAIC 15 E'AVE/FASCIA SIDE OE1•NL. DESIGN PRESSURE (PSF) RATING ... VINYL.(PVC) SOFFIT Sty EAVE DE$k3N PREB>URE WIDTH ON) (PSM 12" TRIPLE 4 souD Sol td +106.7/-333: 12" TRIPLE 4 VENTED SUM 12TRIPLE 4 CENTER VENT SOFFIT 24 +e3.31-33;3 12' TRIPLE 4 CMMR•-O-VENT SOFFIT 12' TRIPLE 4 FULL-O-vWT SOFFIT 40 +117,3f-46.T . 1D' DDusE 5, SOLID SOFFIT 24 +106.7/-40: 10' DOUBLE 5 VENTED SOFFIT 8' 9EADEII souD So" r a'• WADED VENTETf SQFnT 10 TO .24 +106.7/-w ALUMMNIMSOFFIT'SENES EAVE WIDTH OM DESIGNP"SSURIE (Psi'R 12 +93.3/-40 6P-ODD 16' SOLID SOFFIT SP-601) IV VENTED SOFFIT 44 +80/-36.7 12 +106,7/-4C7 12" 3 PANEL SOUR SOFRT 12' 3 PANEL VENTED .SOFFIT 24 +e3.3/-40 DESIGN PRESSURE RATINGS SHOWN ABOVE SHALL HE CiNAPAREO TO LOADING EASED ON Vaod BASIC WIND SPEEDS. THUS PROJECT DESIGN PRESSURES AS DEMME0 FROM ASCE 7-10 BASED ON Vult BASIC WIND SPEEDS ARE PERMITTED TD SE MUEMPLIED BY 0.6 PER SECTION 1715.4.4 OF THE 20111 FitC/SEMR RB76,# OF THE 2O1D FRC FOR COMPARISON "TO.. rnE DESIGN. PRESSURk NADNOS ABfA±E.. n¢4 to AtTAIL A 12" TRIPLE 4 CENTER-O-VENT SOFFIT - VINYL z t r 3F 375 ass 004 ( �� DETAIL A 12 TRIPLE 4 FULL-O-VENT SOFFIT VINYL 0 50 SP-Soo 16" Soill SOFFIT - ALUMINUM 1's}" asfia SP-600 16' VENTED t� i SOFFIT - ALUMINUM fft 4@75g THREE 13j 11111 314' LEG LENGTH X I W V41 TH _ CROWN STAPtualss I4 A TRIJkNGULAR PATTERN 24` ON CENTER-i'OR WOOD SUBTRATE # " SEE PATTERN DEFINITION BELow, 'y i. SOFFITOIL - s `* F-CHA"EL 318" MAX, O , BETWEEN tl 0 08" (VINYL) OR STAPLES 0.125" (ALUMINUM)(! THERMAL I4 EXPANSION GAP 3t8" BETWEEN STAPLES WALL SIDE - STAPLE DETAIL M WOOD BU8BT11ATE 4."-� I 2X WOOD FRAMING WITH Sq STATE v -joAforl+ui,'•.- wigl MINIMUM PLYWOOD/OSB SHEATHING APPROVED VINYL AND ALUMINUM SOFFIT AND TRIM SCHEDULE Kaycan Vinyl Soffit and Trim Product Kagan Drawing No. Panel Length in) Tfsecl[m;s(in) Net Free Area in. inealft. Netfree Area (sq.In./sq. %) 12"Triple 4SolidSoffit (Vinyl) V5AAF-OWIUA 144 0,040 n/a n/a 1.2" Tripte 4 Vented Soffit (Vinyll VSAAF-# WILID 144 0.040 firs 6.55 12" Triple 4Center-Vent Sol fit) V5AAF-D8D1UD 144 0.040 2:18 118 12" Trlpje4Center-£FVentSoffit(Vinyt) VSAAf-0W1UB 144 0.040 1.37 L37 (VIM VSAAF-08D1UC I" DA90 4.18 4.18 10" D ble 5 Solid So itjV1n l Eft yl VSAAM-090011A 144 0.040 n/A n/a ILD" Double 5 Vented SOME (Vinyl) VSAAA+WWU8 144 0.040 5.17 4,50 W Beaded Solid Soffit (Vinyl) VSAAX-08000A 150 0.040 n/a n/a 9- Beaded Vetlted soffit (Vinyl) VSAAX-080" 15D 0.040 138 4:64 F-Channelj�rlm (Vinyl) VAAAT-080pLIA n/a 0.040. n/a n/a 4`."FasciaTr(m(Aluminum) .ACAAR-18=.A n/a 0.022 Kaycan Aluminum Soffit and Tim, ProductNos. KaycanD.rawing Panel Length in Wdowss (In) Net Free Area . in. lineal ft. Met Free Area . fn-/ .fLj SP-60016" Solid Soffit (Aluminum) 6M 144 0.015 n/a n/a - SP-fi0 WVentedSoffit (Alum)num) 605 144 0.015 730 6.17 12" 3Panel Solid Soffit (Aluminum) 9518 144 0.015 6/3 n/a 12"3PanelVentedSoffit (Aluminum) 9517 144 M015 6,57' 6.57 F'-Channel/Tr(m (Aluminum) I ACAAN-1111MA n/a 0,022 n/a n/a 4"Fascia Trim (AlUmnum) I ACAAR-2800L1A n/a D:022 766 I 49 j ,49 -45 84 14" DOUBL_E, 5 SOLID SOFFIT - VINYL u 765 Sf2 ^ A4 r4.75 :. 465-1 10" DOUBLE 5 VENTED SOFFIT - VINYL 1� L43B 11 B6 SOFFIT F-CHANNEL/TRIM ALUMINUM 4" FASCIA SMOOTH ALUMINUM SOFFIT F'-CHANNEL/TRIM VINYL -MIN. 3W HEAD DW NAIL -WITH 1-1/4' EMBEDMENT - 24" ON CENTER FOR WOOD SUBTRATE OR ],IN, 0.09V DIAMETER T•NAILOR, STUB NAIL WTTH WE- ENGAGEMENT \-* F•CHANNEL 0.08" (VINYL) OR 0.125" (ALUMINUM,) THERMAL EXPANSION GAP SHEATHING WALL SIDE -NAIL DETAIL WOW OR MASONRYIGONCRETE.SUBSTRATE Nu W Wall Side F4hanner film StrfZwm FAxtotrer EmlrodlnRnt .'Maly.. rytmo.1Z"at. Nail with 3/e,* Pie. "V41' .. 34", WOW Throe 131 Man, V Leg Length z: 174" Width TarPipeEp Catw.rete txMaconry Ngrt:O097'Oiatngter ka{dercedT�Nafl orStaR '1 - s/I" 7A" Faye 4 Side Substrate SnrTPt FatWnar 13nbeyMsent I Max. 3/8"Leg Length X.Vr Width TSOCJ rt 1 3/8' wmted In Each iie,•r�y i Fafda.N . Wood Fastener ElnbedmeM A1mE Sd.1-314"lnngx Qm2"Oia TAm NRil;tailless 1-3tr 4g"' 37. 375- .496- 3425- - sszs- ors- _ � i REt £' i UTAIL A 12" TRIPLE 4 SOLID SOFFIT - VINYL uc tas� c b E3I7- .35 : 2667 31T- A9 8'" BEADED SOLID SOFFIT - VINYL ROOFTRUSS - SOFFIT DRIP EDGE FASCIA BOARD -- FASCIA TRIM FASCIA -SIDE DETAIL WALL -SIDE DETAIL RX WOOD FRAMING WiTH 7116' MIN. PLYWOOD/OSB SHEATHING OR CONCRETEIMASONRY SUBSTRATE ROOF/ WALE, INTERFACE DETAIL WOOD OR MASONRYMONCRETE 3USBTRATE ft t .375 a75 a a 3b6 11084 .4 A8# F2 DETAIL A 12" TRIPLE 4 CENTER -VENT SOFFIT - VINYL 12" TRIPLE 4 VENTED SOFFIT - VINYL 1),,NIA 1IJJ05 QI� �1N�(71CIV10 SNg sago{O1eo �.9u'•�. �4Tr, iO 3tYts �Li% I4 uiR"TbsfY 3`J t�'�y,0�n'`. I s �s t1e, essva sr n1:z asglr-- 1 ir: 3-3 133S i' 3 � H 1IV139 9 1IV1311 1tI I E =, SS y u 3 8Z8' Y ssr ssr 13.0 2.0 4 "4-IL 12" 3 PANEL SOLID 03 , SOFFIT - ALUMINUM °fl °D° ° ° D °0° fl°D DDD pDD DD° ° °.ap D-0 D ° D D Do- DQD Ilflq D4f) D�9, �D� DAD DQfl 1.11 n 0 • FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative AddressJPhone/Ema i l Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL10124-R15 Revision 2014 Approved FN GAF i Campus Drive Parisppany, N] 07054 (973)872-4421 I Indarelth@trinityerd.com Beth Mcsorley I Indarelth@trini tyerd.com Beth McSorley (current) 1 Campus Drive Parsippany, N] 07054 (973)872-4421 bmcsorley@g af.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer � Evaluation Report -Hardcopy Received Robert Nieminen PE-59166 UL LLC 11/21J2015 John W. Knezevich, PE Validation Checklist -Hardcopy Received FL10124 R15 CDI 2015 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 TAS 107 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 option D CT 015678 03/31/2 015 04/08/2015 04J12/2015 06/23/2015 by aate t FL # Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 option D CT 015678 03/31/2 015 04/08/2015 04J12/2015 06/23/2015 by aate t FL # FL16299-R2 - Application Type Revision Code Version 2014 Application State Pending FBC Approval Comments Archived Product Manufacturer KAYCAN LTD Address/Phone/Email 1 Memorial Drive Ridrford, Vr 05476 (406) 553-6B1B Ext O alex.jovenovlc@kpproducts.com Authorized Signature ]ovanovic Alex al ex.jovanovic@kpproducts.. com Technical Represents the Joe Lundine Address/Phcne/Email 402 Boyer St WIIII1 Ur 05495 (662) 252-9991 joe.lLndine@kpproducts.com Quality Assurance Representative Joe Lundine Address/Phone/Email 402 Boyer St Williston, Vr 05495 (662) 252-9991 joe lundine@kpproducts.com Category Panel Walls Subcategory Scing Compliance Method Evaluation Report from a Florida Repistered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Roberti. Amoruso, RE, Evaluation Report Florida license PE-49752 Quality Assurance Entity Q b b Architectural Testing, Inc. ng. Quality Assurance ContractE irabon Date 4 ry >v 1 312016 zJ Validated By Steven M. Unch, PE Validation checklist- Hardcopy Received Certificate of Independence �6299 R2 C01 COI 22C9 Revl-415-0229 PER fur:Kayc5n 66 Song ss.Odf Referenced Standard and Year (of Standard) Standard veer ASTM D 1929-96(2000)el OOe 1 ASTM D1929-96(2001)e1 Olel - ASTM D2843 99 - AS(M D2843-99(2004)el 04e1 ASTM D3679 05 ASTM D3679 01 ASTM D5206 13 �,. ASTM D635 98 ASTM D635 06 Equivalence of Product Standards j Certified By Florida Licensed Professional Engineer or Prchrect R16299 R2 EQUiV EER 2209 1 416-0229 KaYCan D6 Sid no ss t df - PER fi]r Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/17/2015 Date Validated 06/19/2015 Date Pending FBC Approval 06/26/2015 �, t� .w..�• f _ E i1P13 Mt33 ........... 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Rai #'fiNaP'mTrar�aP Tx aw I. [>t *is& so F Ii # I- win ? txit iwa�Asian hiewasm kL4 a hoe-IIN .': Is :a dLa U S. PL ffiw a hwzw laeoft bN -.. :cawlInow a - _ fiff _-: At�'. re. a*?.d'h+R„ Mcw arCil... P {-� 1NYA r,NE+Y[rF R004 :'mAt9 1>N tRw .: ...- - d' %fit �z y If KAY�+CANRLffATL TD (PVC) SWING INSTTALMHONA1YCHO A4C.E)PETAHS Gs�Mt MOtW: BJSTALLAtgxNOTnB' t n44PROWCi HAS 8E1 TESTED,-DESIGNEDMWA LY WITH THE P010 t10FBQANtb1JMNR (Rtq ANU 2.+10 Fi.Oftp 1 ANCYIORB&5tl1. BF DIE TTPE, 8IYE. EA�INENT N1DEIXiE.013TAiC68RW.Rl NERERA F'qi REepEMfM.W0E6RC)i%C4lpBAti T51E31GNVELDERY NXtliIEANESOIE IiNNa}Ar rrlfi F)E�GSPgE8SM3E(S)STATED R�CRVE&A8112AtE HBYFPtPa FCLLDNS. 4. paBrAILA'RONMIC+�RSSNN.L8Eu.8TALi:EOABaNDrMONTNE'Wf)eDFkU1E t.R 40f0 FRG, fffLlgl�%O19,t1�.f,id06.ifi]$.id, 1AfK1r. t{pE,2ARD�0E.A: RffirM.LATgM �CTO1S pJ 8NEETES AtX3 11. iBYO FRC,Si:C1HXJ3 RAALa, R103A,RN3.11,.TA&.E RTp.d. 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B6LALLAnDNAFCWRfAPAdnEb FCNpgODBCTStffRENARE BA&EDON GLN6ihA"!Y 18 Lf4REAPGNS14lINDr C1hE ARGinELT Oii ENGY�ROT RECOSDFORTifEPROJECI, iMTEHIAtSiMRNilffs9liONANO PfAPLVFREB: { UB9TMTEB RECENRIONNYLSBANGSNA eCfEGREDPiNi FrNVor WAt INApEWACY. grADW4YMi0EPECTS TXATSIN<1 0.t ]a WALL 5TU03.AWN sPECKIG ORANTYDP0.411eDlNfES IikSYRUgafilY £tIR} McNaaren.. - R INSIAItATpNOF EtdNG Ar%fi30WE8 A JY.lAGCE9&M£83UP'M coRNER Fo$ri, DTARTER 8i 8, AND TqM MOWN 61. )MIN LK yi,Wppp-BPEQES OAa1P1LR2(APA VOLUITAR+PRGOI,CT STANDARD PS OPEMNGE..BIW.L9E.DLWEfNACGdiDM'CE WITHnff$p10 KDRNAAOpUND.CODE AIDtiIEaNwKADrORENB )MOAMLM' INBRAUCTIWq. 6..T. 11!&OSS-St#ATHN9CPJIGE NPA VDita}fARYPNODIlCi STNA4RItPB4)AW#MULt A LBIrECMpPtiRltGtlNETEN6iOMEOETAQAFOWUOF4tlNi£JAiWRON RYA ENMRio1. WALLS WHERE YBD'L Si SHALL BE tNSTAiJ.ED I BE DE"IMI:D RY A LICENSED PRDFESSO iENGWER. ARMVME ' W.T.Ences" INA000810ANOt10Ht -0 MONO, IWALONG OWE & WALISSWIERE NNriBWBXi9rW.L SeiN3tAf18TLPMLL Be PROVOW W WA WA70 NEPSTIVE IMARENiNYpYismoam E� N1TH-,Mn0PRO.$MNON I{9{2 AND 20101RlC, SECLEttlrtiJOi i:tAfARi03.2 - I. KAYDAN BULdfYi PP.000CTSVNA'l elgdGl9 NNNFAOTi1RE0 iftlNAAGDRLiIEA.TEDPVG G WYDER COLIPDUAD NEE'PNG THE BPE4TAOATdLI$ DE ASM bffi7A. 2 WAtL 11a1pD+EeS ' 2f IXt B.O&-Ag. 1 RAW, Mi Ni11R: 3i. DB.f2 WLONO TABLE OF CONTENT SMEET P2 DESCRIPTION 1 GENERA. AND fMSTAL1ATW NOTES OOMPOHEN(S AND. BILL OF WITERAS 3 COMPONENTS 4 LERDCAL INSTALIAMOIN CROSS SECTION 5 ITYPICAL 145MUATKMJ OETA L DESIGN PRESSURE (PSF) RATING SIDING SERIES MIW PRESSURE (PSF) RATING (SEE NOTE 4:2) 08 RICHMOND +/- 138:6. ReHa{AvuwehC N�aea,B ea•rrsx aeu� 'e�'G"�RRA'1°F I�e; #o 49142 t Z •S SYA-'a OR 'fF a C?itTO�,yjv�J 'i{Ynrt 5>t l:$. i ABA "14 Ii IV AM L M394 LL. f1`M1 '14l. C,`53. 3 aY+ A3T143YA a®E"� $, Klk Ion ow 2 a �trt$a1 Y ?'fa1 iY$1 x$a .. 88- It, $Y Ali,$ Is. - E - A116t,X2SD, L1:wIT" Z7,': ApfCS1R€It, Ct7$lA,'.. fERD L�siT��4 IEtl$..F3S8,i&ar FAodas W Cti I (ROOF) EXTEND WITH - hmm P damnatr4gaill - - Ct 4tM1g uds, 0�rrpkal­Km 1so 6 1: 1 (01"rI. t��[IA�AYIEIirFE1.T METAL -DRIP EDGE AT RAKE APPLIED OVER UNDERLAYMENT V:2IaP AR ASPHALT FELT - BYNCOI ApptF METAL ]DROStandard P EDGE � AT RAID APPLIES AST" bw�ki002, OVER IIMDERLAYMENT i cisio 200? Rig arATtmIG MAD. PLYWOOD NAILED AS SHOWN IS DESIGNED TO WITH STAND T 2 0 ad tMns M M� �� START THIRD COURSE MAXIMUM WIND LOAD RATING OF 130 MPH WITH FASTEST SPEED OF 110 MAIL � Eons NIMUS ed 1111D.S 0lOIQRIMIlD ,y OC. To MEFAI. ZRIv 15/32' CDX SHEATHING SHALL BE NAILED W/ Bd RS NAILS @- 6' O.C. APPLIED @EDGES AND 8' ❑.C. MAX, IN THE FIELD USE 1/2' STEEL PLYCLIP$, n 10. Y�91$ OVER SHEATHING START SECONDCOUtSE e-�-6 r31�d`." V77H F±11 STRIP NDiIS 1--6"3. 0 Y STNtTER STRIP OR LE TAY ..- k�INVENTED Ct00 SHIMMM GORSE WITH F�l4,L�8TR�FT c4 641 _ AiPINLT CEfQIrR❑❑PING APPLICATI❑N O'LY EIOIGFI NAD.S TO FLLD L RLIF COVERINGS SHALL HE APPLIED IN ACCORDANCE 1✓ITH THEUSE APPLICABLE PRWISIDNSOF SECTD'N 1507 FHC AND THE LMDELAYMENTDY PLACE UtRTILMAMFACTURERS DJSTALLATI@1 DISTRUCTIUNS.Si®IO.EY ARE LAID 2. ASPHALT SHINGLES SHALL HE USm OILY ORI ROOF SLOPES ff fffT) 0M24 IDC1U>A_E 8UR OR GREATER. FOi ROOF SLOPES FRQR Zt12 UP TD 4112 UNDERLAYMENT APPLICATION IS REQUIREA 3 UNLESS OTHRWISENOTED, REQUIRED UNDERLAYMENT SHALL �orRMWITH ASTMD226, TYPE ASTM 4869, TYPE 1FBC R❑❑F UNDERLAYMENT APPLICATI❑N LDR iDa cArhBtmtNx amxaa ETc 1507,3,3TYrax 4. SELF ADHERING HITUNEN SHEET SHALL COMPLY VITH ASTN D225at ASTN D3462. L ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE VIfHFHC 3507,3.4THE APPLICABLE PROVISIDNS ff BECKON L507, FBC, 2010 S, ASPHALT SHINGLES SHALL HAVE SELF SEAL STRIPS DR HE INTERLOCKING,STEEL PLYCL 8T SFOR RmFSLOPES 2f12UP TD M12 UtIDERLAYMEM SHALL HE AND COMPLY VITH ASTM D22S 42 ASTM D3462,a4dt«PUDt 1�:6 A MINIMUM OF 2 LAYERS APPLIED AS FOLLOWSI (SEE ABOVE) FHC 1507.3.H1 FHC 3307,3.5 G FASTENERS FQR ASPHALT SFmRCiES SHALL HE GALVANIZED, STADLESS 8dRS NA 1 f3d8(tA 3. FOR R� SLOPES 4d2 OR GREATER UNDERLAYMENT SHALL BE A STEEL, ALUMINUM, OR CAPER ROOFING NAILS MINIMUM 12 GA C0.105 INCH 0 - MINIMUM OF ORE LAYER OF lH•1DERLAYNL-Mi FELT APPLIED AS FdLOW9 SHANC WITH A MIMMUM 3/8' DIAMETER HEAD, OF A LENGTH TO PENETRATE "C44090 wiwlvo STARTING AT THE EAVE UNDERLAYMENT SHALL HE APPLIED SHINGLE THROUGH THE ROOFING MATERIALS AND A MINIMUM ff 3/4' (19MM) INTO THE fM400 FASHION PARALLEL TO THE SAVE, LAPPED 2• AND FASTENED SUFFICIENTLY TO STAY IN PLACE uMrn_ sFm+GLEs ARE LAID. ROOF SHEATHIIA-s WHERE THE ROM SHEATHING IS LESS THAN 3/4' THICK PLYWOOD NAIL PATTERN THE NAILS SHALL PENETRATE THROUGH THE SHEATHDMCs T75 P - i L61j 6M5 1 33 ?iS6 � w, g - SLWACE.EXFOS'E 11 118"' DRIC �D � H NIl an�•a s I�t oP^.tir.,izl cre:; c PANEL/D6 A HBURY S 51S g - gg A . a 1 1 BILL OF ttN+tar,1, ��31+!AA yy4 R; 4acEtsg4 g q=, Sr wD saasa .ia D"sail "N4 i ^s STATE qi W S `T.P L4?tor: br+r�. . AAS1tJNAtETA+` A'AM+7mi�N`} MATERIALS ITEM DESCRIPTION NATEitI?L. t trP.YCAN D6 RIGHMDND SIDING VINYL(P.VO), 2 KAYCAN Da ASHHURY SIDING .. VINYL (PVC) G J2t)� 0.12 5 m...: +...+...�-T �+-+--L} rya. .1. i E01 2..6:50. .. �. KAYCAN VINYL a o � rr o l _/4 J-CHANNEL ! i DRAWING NO. VJJ34 J.3 5 KAYCAN ALUMINUM STARTER SCRIP/TRIM PRODUCT NO, 10$2 URA4IING NO. ACAAS-I80OUA F,XTERIOR INTERIOR z . A STUDS 1,NUMUM. SEE GENERAL NOTES 3; 8 AND-7 (Nt Sf-2TT. 7/1E" PLYWOOOJpSD $HFAIHINOLyNIM4Td. SEE GENERAL NOTE 7 ON SM€c't i. WATER RESISifIE BARRIER. SEE GEN€P.AI,: NO' E 9 ON 5>IEE- ). I NST AL1A TIONry:ACNOR SPAC iq"Y. it iS" VER'tICpL SPACING SIiOtYN FOR .it1R1zONTAL SPACINQ;_ - SEE rAaLE AT RIGHT. HORIZONTAL ANCHOR SPACING {IN} tU' O,C.TX STUD P9N@NT °Q "� Q NN. T/fa• rLxwaoD/o>a Arp. iY snrT 18 STARIEA STAR' hR)N•71tO"FLYVNOODI00812x STUDS >90"DO: fa wrtL sa»rm lML rHe'�WroaPloEe N ANriEA SIR£ VERTICAL ANCHOR 3PACPMG (lµ) t8.O.G 2X 9TUD err sI�iPAie sPAeac ON) � Don YBL )/:6T PLYMOCD/OSB 11 f1. J RAtN 7f1PLYW 40af0&0[S zx sT uas = ts„ oc... Fy �E l&L T/ib' PLTY000/9SB LtBN � 1rrrL'RIOIt T' '2 06 VMYL 5104'aG T 2 G6-:VINYL SIDING IN5tAL1A71DN aNCM00.0 - INSTAt:i1T%iN ANGtiOAS� t6' vERMALON CENTER EXTERIOR SPACING - a%. STUD ENO, - 8" vERTMA ON CENTER SPACING - 1MN. 7/1B• sryEArHNic ALI/HINJN STARTER STRWD. G 6YNTL J-CiMNNEt V.11 15'.p.. As vERncAL TRIM -(D xwMINUN STARTER sTptP D6 INSTALLAT[4I ' h IM 1N3'I'ALLA'I'I0N J.�TI}1NNEL VERTICAL. TRIM ALUMINUM STARTER STRIP sHR ALU3i1NIIFt SFARTBR 8'rRIP uYsrALLnT1oN Pt]RADDITIONAL DETAILS