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4630 Wisteria Dr
'd a 0 0 0 12 4 L 2n' g" EXISTING NORTH EAST SECTION FRONT ELEVATION 1/4" = 11 0" ADD NEW LINTEL ANOVE DOOR TV "I" REV 1SED NORTH EAST SECTION FLOOR PLAN 1/411 = 11 011 ALL NEW EXTERIOR WALLS ACT AS SHEAR WALLS THESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNE D TO COMPLY WITH ALL OF THE LOADING REQUIREMENTS OF " SECTION 903 - STRUCTURAL" OF THE FLORIDA BUILDING CODE 2001 - EXISTING BUIL DING AND 200E SUPPLEMENTS THE CLIENT UNDERBTANDC THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL, CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION EXISTING NORTH EAST SECTION REAR ELEVATION 1/411 = 11 Oil 36 AT i EXISTING NORTH EAST SECTION LEFT ELEVATION 1/411 = 11 OII 12 4 p\FY� DEMO NOTES: ,EMOVE EXISTING SCREEN ROOM. ZEMOVE EXISTING REAR BLOCK WALL OF GARAGE. ,UT AWAY EXISTING SLAB AT SCREEN ROOM TO 4LLOW FOR NEW FOOTING, POUR NEW SLAB OVER fOP OF EXISTING SLAB TO RAISE SLAB ELEVATION SAME AS EXISTING GARAGE 12 4 NEW NORTH EAST SECTION FRONT ELEVATION 1/411 = 11 OII 0 <V 0 0 I 1 I I 20' 0" --�.------6-3'-------h---------------------------------------------------------------�- DECORATIVE CEMENTITIOUS FINISH _----r-----r-------------rrr_ar_--r_ra_----r---------r------a------a--ra---_-----�--�.__r NEW NORTH EAST SECTION LEFT ELEVATION 1/411 _ 11 o11 21 1" EX 1 ST I NG NORTH EAST SECTION FLOOR PLAN 1/411 = 11 oil � �! ICI I� ICI it ICI I� ICI NEW NORTH EAST SECTION REAR ELEVATION 1/411 = 11 011 ALL WORK S111A L COMPIA WITIIALL PREVAILING CODES,11ORIDA BUIL ,(31 CODE, NATIONAL ELECTRIC CODE AN' I C:,TY OF ZEPIf YRl-fILLS ORDINANCES GCS ARKAY ENGINEERING INC. STRU TVI tAL ENGINEERS RICHARD L. I>EY P.E. FLORIDA LICENSE. NUMBER 31296 1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIO NO WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 O F THE FLORIDA BUILDING CODE 2001 FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE RESIDENTIAL AND 2009 SUPPLEMENTS by o� v �y w ZaMNQ p M y �p2y O V eN2 v W --- �3 HA tw W; o Rid �� My Q � d t1Yl Vill) ^ (LQC 0 Cn 1 IE z z O a fa Lu V � � AC z O �a GARAGE 560 SQ, FT.--- 1 G 1 OF 3 ARKAY �� P LINTEL$ ON THIS PROJECT ARE AS SPECIFIED ON THIS CHART UNLESS NOTED ON FLOOR PLAN BY OPENING LINTEL LOAD CHART l 16" DEEP SECTION � CLEAR SPAN CONCRETE U LINTEL "POWER" STEEL "POWER" STEEL BOX LINTEL 4981 PLF f UNFILLED) 1010 PLF L-2 9865 PLF 2' - 2" 3435 PLF( UNFILLED) 6626 PLF L-2 6830 PLF 2'- 8" 2 M PLF f UNFILLED) 5296 PLF L-2 5549 PLF 3' - 2" 2332 PLF ( UNFILLED) 4508 PLF L-2 4613 PLF 4' - 0" 1835 PLF f UNFILLED) 3535 PLF L-2 3699 PLF 4'- 6" 1624 PLF l UNFILLED) 3154 PLF L-2 3288 PLF 5' - 2" 213S PLF - 2146 PLF L-2 - 2864 PLF - 6' - 2" 2211 PLF - 22SO PLF L-2 - 2400 PLF » 1- 0" 1981 PLF - 2025 PLF L-2 - 2114 PLF - 8' - O" 1123 PLF « 1-168 PLF L-2 - 2213 PLF « 9' - 2" 1489 PLF » 1545 PLF L-2 - 1984 PLF » 10' - ON 13" PLF « 1414 PLF L-2 - ISIS PLF - 10' - 8" 1211 PLF « 1325 PLF L-2 - 1110 PLF - 11' - 2" 1200 PLR « 1230 PLF L-2 » 1629 PLF - 12' - On 1109 PLF » 1118 PLF L-2 - 1515 PLF » 12' - 8" V44 PLF » 1116 PLF L-2 - 1436 PLF « 13' - 4" 13SS PLF « P 1381 PLF L-2 » SL - 1 1364 PLF » 14' - ON 1371 PLF » P 1321 PLF L-2 « SL - 1 1299 PLF - 16'-O" 1152PLF -P 1048PLF L-2-SL-1 1131PLF- 18' - on 1016 PLF « P 828 PLF L-2 - SL - I S60 PLF » 18' - 8" 9T1 PLF - P T10 PLF L-2 - SL - I 893 PLF » 20' - ON 816 PLF - P 629 PLF L-2 « SL - 1 184 PLF « 22' - 8" 189 PLF - P 523 PLF L-2 » SL - 1 606 PLF" « - DENOTES 45 RESAR X CONT, PLACED IN BOTTOM COURSE AND I6" DEEP BEAM POURED SOLID WITH 2500 PSI C ONCRETE « P - DENOTES PRE STRESSED U LINTEL WITH 05 REBA R X CONT, PLACED IN BOTTOM COURSE 4 16" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE 8' X 8" X 16" KNOCK OUT BLOCK TOP COARSE WITH I 43 HORIZONTAL REBAR TIED TO ALL VERTICAL RODS BOx STEEL LINTEL& OVER ALL WINDOW AND DOOR OPENINGS, NO "8 REBAR RM URED ON BEAM& UP TO 24'0" ' WITH NO MORE THAN 606LB8 PLF POWER BOX LINTEL DETAIL 8" X 8' X 16" KNOCK OUT BLOCK TOP COARSE WITH 1 15 HORIZONTAL REBAR TIED TO ALL VERTICAL RODS 8" PRECAST LINTEL BLOCK OVER ALL OPENINGS, 1 EACH • • 05 REBAR IN THIS COARSE WHEN SPAN OF LINTEL OVER W2" STANDARD PRECAST DETAIL GARAGE DOOR TO BE REINFORCED TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION. 8" X 6" X 16" KNOCK OUT BLOCK TOP COARSE WITH 1 "5 HORIZONTAL REBAR TIED TO ALL VERTICAL RODS 8 X 8 X 16' KNOCK OUT BLOCK OVER POWER STEEL LINTELS, WITH 1 EACH "5 RE15AR IN THIS COARSE WHEN SPAN OF LINTEL IS OVER 12'4" POWER STEEL LINTEL DETAIL HORIZONTAL LINTEL 85 REBAR HOOK LAPS MINIMUM 10" WI 2 TIE& FOOTER 'S REBAR ROD CHAIRS I SAR�P����ILS CEILING RAFTER L ALL TRACK AND HARDWARE SECURED PER MANUFACTURE SPECIFICATIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION MINIMUM 2Xb P.T. SIDE PLATE ATTACHED TO BLOCK WALL USING I/2"X8" ANCHOR BOLTS OR 13/8"57" EXPANSION BOLTS 4 EACH SIDE. ATTACH TOP 2X6 WITH 2 3/8" T NAILS I6" Or, GARAGE DOOR ATTACHMENT DETAIL THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOOSES AND EXPENSED (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR REOULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION 1/2" CDX OR l/Ib" OSB ROOF SHEATHING NAILED PER ROF SHEATHING DETAIL WITH WITH 8D R,S NAILS, USE STEEL PLYCLIPS AND 015 FELT AND METAL ROOFING e SEE ROOF TRUSS PLAN 2X4 WOOD SUB WITH ALUMINUM SOFFIT AND FASCIA TRIM SEE LINTEL CHART ALUMN S.N. WINDOWS MASONRY SILLS 20" X 1211 FOOTINGS WITH (2) 03 REBAR ON CHAIRS 0 12�—I 411 ENGINEERED ROOF TRUSSES 24" OC 1/2" CEILING TYPE GYPSUM BOARD SINGLE BOND BEAM WITH (1) IS REBAR CONTINUOUS TIED TO ALL VERTICAL RODS TYPICAL 4" CONCRETE SLAB WITH WIRE MESH OR FIBER MESH AND 6 MILL VISOUEEN OVER CLEAN COMPACT TERMITE TREATED SOIL 05 VERTICAL RODS FROM FOOTINGS TO BOND BEAM WITH 25" LAP MINIMUM S' 0" 5LOCK WALL DETAIL NOT TO SCALE DRILL I" X 6" HOLE INTO EXISTING BOND BEAM AND EPDXY 4S REBAR FROM NEW BOND BEAM INTO EXISTING BOND BEAM, DRILL I"X6" HOLE INTO EXISTING WALLS AND EPDXY 05 REBAR FROM NEW BLO( INTO EXISTING BLOCK WALL. REEIAR TC LONG WITH b" INTO EXISTING WALL b" IN BLOCK WALL DRILL I" X 6" HOLE INTO EXISTIt, AND EPDXY 05 REBAR FROM NEW FOOTINGS INTO EXISTING FOOTINGS TOP AN ID IN BETWEEN NEW BLOCK WALL TO EXISTING WALL DETAIL ATTACH MINIMUM 3/4" P.T, BUCK STRIP THAT IS THE MINIMUM WIDTH OF DOOR FRAME USING ,OSIXI 3/8" T- NAILS MAXIMUM 10" 00, LIN CAULK DOOR FRAME PER YOUR MANUFACTURES RECOMMENDATIONS NOT TO SCALE SECURING PREHUNG TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTIONS TO MEET WIND LOADS AND COMPRESSIONS RATINGS FOR YOUR JOB LOCATION, ALL ANCHOR SCREWS MUST PENETRATE BLOCK WALL A MINIMUM OF 1 1/4" AND THERE SHALL BE A MAXIMUM 1/4" SPACE BETWEEN BUCK AND DOOR JAMB BLOCK DOOR ATTACHMENT DETAIL O �Q O cv O O 201811 41011 •------------------------------------------------------- I� it 1 I L9 1 1 I , s I 1 irl I� II li �1 1 I� it I� it I� it li ,I 1 , II 11 I� it I� ilk 1 , II 11 1 II it 1 I� .I I� .I I� it — — — — — — — — — — — — — — — — � 1 1 ICI 1 1 I11 1 1 1 1 1 , I I I ' CUT AWAY EXISTING SLAB TO ALLOW OR NEW FOOTING. POUR NEW SLAB I 1 I OVER TOP OF EXISTING SLAB TO 1 i RAISE SLAB ELEVATION SAME AS I EXISTING GARAGE II1 I I 1 III I 1 1 I 1 1 I I SEE NEW TO EXISTING BLOCK WALL DETAIL REMOVE EXISTING BLOCK WALL \_ \\\\\\CaRACxE ADD POURED CELL AT THIS E BELOW NEW LINTEL WITH (1) 05 RE15AR \ THIS END NO CHANG 12'0"XI'O" GARAGE DOOR CUT AWAY WALL AT THIS END TO ALLOW FOR LARGER DOOR. ADD NEW LINTEL, 21' 111 FOUNDATION FLAN 1/4II = 11 oil PRODCUT CATEGORY APPROVED PRODCUT LIST SUB CATEGORY MANUFACTURER STATE OF FL APPROVAL " STRUCTURAL COMPONET HETA20 SIMPSON FL 11413 STRUCTURAL COMPONET MT6MI6 SIMPSON FL 11413 STRUCTURAL COMPONET LINTEL BOX POWERS STEEL INC FL 11383.1 STRUCTURAL COMPONET DOOR HEADER WEKIWA CONCRETE FL 1418 R-2 ROOFING METAL UNION CORRIGATED IND FL 6895 ROOFING 015 OR 030 FELT ATLAS ROOFING FL 4064,1 ROOFING METAL UNION CORRIGATED IND FI6895.1 EXTERIOR DOOR SINGLE SWINGING PLA&T PRO FL 4164.1 EXTERIOR DOOR GARAGE OVERHEAD DOOR FL 10499.2 80FFIT 1 FASCIA TRIM SOFFIT AMERICAN CONSTRUCTION METALS FL 12019,1 05 VERTICAL RODS FROM FOOTINGS BELOW TO TOP OF WALL. PLACED AT ALL CORNERS, EACH SIDE OF ALL OPENINGS AND SPACED MAXIMUM 8' O" Oc. SEE NEW TO EXISTING BLOCK WALL DETAIL EXISTING ARKAY ENGINEERING INC. STRIpTURAL ENGINEERS /leiHARD L, KIDD ' P.E. FLORIDA LICENSE NUMBER 31296 I HERBY CERTIFY Ti-IAT THESE PLANS AND SPECIFICATIO NO WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 O F THE FLORIDA BUILDING CODE 2001 FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE RESIDENTIAL AND 2009 SUPPLEMENTS 4y v �W �yHyO ^4 " QN Q � �h- DO t� M V� 3,tsN� W pReNZ w' O �e71i W� s QQ v M*� Z�==4-J z�_� �&L ,f , j ( 0 =L.J F- 0 Z O N rQ Q 0 fu Z '^4 al I-- z u- Q E lU z O GARAGE 560 SQ. FT, FIG 20r-3 ARKAY GENERAL NOTES: THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE RESIDENTIAL AND 200E SUPPLEMENTS ARKAY ENGINEERING INC, A REGISTERED LICENSED, PLO RIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY, HAS APPLIED " RATIONAL ANALY 616' FOR THE: STRUCTURAL DESIGN OF THIS STRUCTURE THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADD IN" &HALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS FLOORS, LIVE LOAD6 - 40 P,6,F. DEAD LOAD6 - 10 P,6,F, GARAGE SLAB, LIVE LOADS - 50 P.6,F, DEAD LOADS - 10 P.&.F, ROOF, LIVE LOADS (TRU66 TOP CORD) - 20 P.6, F. DEAD LOADS (TRUSS TOP CORP) - 10 P.S.F. 18 P.6,F. WHEN TILE ROOF INSTALLED DEAD LOAD (TRU66 BOTTOM CORD) - 10 P.6 F. ASSUMED TRU66 SELF WEIGHT ( DEAD LOAD) - 1 P,6,F, WIND DE61GN A6SUMPTIONS, BUILDING EXPOSURE - D BUILDING IMPORTANCE FACTOR - 1.0 MEAN ROOF HEIGHT 30' OR LESS HEIGHT 4 EXPOSURE ADJUSTMENTS COE'FICIE NT • 1.0 ENCLOSED BUILDING INTERNAL PRE66ME COEFFICIENT - . / - 0 .I8 SEE WIND SPEED AT BOTTOM RIGHT OF ALL SW EET6 STUCCO THICKNES: OVER FRAME GABLE 1/8' STUCCO OVER FELT BACKED GALV LATH OVER MA60NARY WALL 1/2" 2 COAT STUCCO GABLE ENDS WITH SIDING BACK WITH 015 FELT SOIL BEARING 4 COMPACTION: THESE PLANS WERE DRAWN DA6ED UPON AN ALLOWABLE 6 OIL BEARING CAPACITY OF 2000 P.6.P.( MINIMUM ) THE CONTRACTOR/PROPERTY OW NOR IS RE6110ON61SLE FOR VERIFYING THAT THE 601L ON THE 617E 16 PROPERLY PREPARED AN D COMPACTED 6UC14 THAT IT CAN SUPPORT A 2000 P.B.F. FOUNDATION LOADING ARKAY ENGINEERING INC, A REGISTERED LICENSED PLOR IDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY, DESIGNED THESE FOUNDATION6 W ITHOUT VISITING THE CONSTRUCTION SITE NOR PERFORMING ANY &OIL TESTING ARKAY ENGINEERING INC SHALL NOT BE RESPONSIBLE FO R THE 61TE 601L ABILITY TO SUPPORT THE BUILDING LOADS FOUNDATION 4 SLAB - ON- GRADE NOTES BUILDING 61TE SHALL BE SCRAPED TO REMOVE ALL ORGA NIC MATERIALS,. ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AR EA, SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.6.F. FOUNDATION LOADING. SLAB SHALL BE PLACE OVER A b MIL VAPOR BARRIER ON CLEA N ADEQUATELY COMPACTED AND TERMITE POISONED 601L CONCRETE UTILIZED IN THE FOUNDATION AND SLABS 614A LL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P,&,I, REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND 1 DENTIFIED IN ACCORDANCE WITH ASTM A -615, LAP SPLICES, WHERE REQUIRED 614A LL BE A MINIMUM OF 25" FOR 05 REBAR , 30' FOR @6 REBAR 4 35" FOR 01 REBAR PLANS ARE ENGINEERED FOR A MAXIMUM 6TEMWALL HE" T OF 4 COURSES ( AFTER FINAL SITE GRADING) THE CONTRACTOR OR 15UILDING OW NER 614ALL DETERMINE TWO EXACT 6TEMWALL HEIGHT BASE UPON SITE CONDITIONS P RIOR TO POURING THE FOUNDATION AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 CO UR6E ARE REQUIRED A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE'"VEY SHALL BE ON 61TE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS 614ALL BE EXPOSED AND A STRING 6TRECTED FROM MARKER TO MARKER TO VERIFY R EQUIRED SET BACKS MASONRY WALLS, CONCRETE MA60NRY UNIT SHALL BE HOLLOW UNIT MAb0NR Y IN ACCORDANCE WITH A6TM C-W AND 614ALL HAVE MINIMUM F'M OF ISOO P.6,1. MORTAR SHALL CONFORM TO A67MC -210 AND SHALL BE E ITHER TYPE M OR 6 REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND I DENTIFIED IN ACCORDANCE WITH ASTMA-615. LAP SPLICES WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR 65 REBAR 30" FOR 06 RESAR AND 35" FOR 01 RESAR. GROUT FOR THE POURED CELLS AND LINTEL6 SHALL HAVE A MAXIMUM COURSE AGGREGATE 61ZE OF 3/8' PLACED AT 8 TO II INCH SLUMP AND HAVE A M INIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 P.S.I. ( WHEN TESTED PER A6TM C-1019 ) PROVIDE CLEAN OUT OPENINGS ( 12 60, IN, ) IN CELL 6 CONTAINING SPLICED REINFORCEMENT. WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT SOIL TERMITE TREATMENTS TERMITE PROTECTION SHALL BE PROVIDED BY RECS16TNRE D TERMITICIDO6, INCLUDING PE6TICIDE6 APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, OR OT14E R APPROVED PROTECTION LABELED FOR USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, A CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO T HE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OC CUPANCY WILL BE ISSUED. THE CERTIFICATE SHALL STATE, (PER FBC R320.1) THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FO R THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT 16 INACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMERS SERVICES IF A REGISTERED TERMITICIDE BAIT SYSTEM 16 TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION SECTION R320.1 THROUGH R320.I,6 DO NOT APPLY, A 6 IGNED FIVER EYAR CONTRACT FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY ASSURING IN6TALLA TION. MAINTENANCE AND MONITORING OF THE BAITING SYSTEM SHALL BE PROVIDED TO THE? BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVA L ( PER FBC R320.1.1) INITIAL 601L POISONING TREATMENT SHALL BE DONE AP TER ALL EXCAVATION BACKFILLING 4 COMPACTION ARE COMPLETE ( PER FBC 3 20.1.2.) ANY 601L DISTURBED AFTER THE INITIAL TREATMENT 614 ALL BE RE- TREATED INCLUDING ANY BOX OR FORMED AREAS ( PER FBC R320. 1,2) BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OF TRAP& SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MOT BE OF AN ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DI&TURBANC E OF THE 601L AFTER TWO INITIAL TREATMENT ( PER FBC R32013) I O I O I © O in - - Oyu �;-- ---—-—- — - — - -- ' P 0 I (D 0 I T y IL 510. O— - — - — - — - 01 --�- © RIDGE I 8 o 5o" p I o ® ® Q © GABLE END 5' 0" PARTIAL ROOF PLAN PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF EDGE PER APA TECHNICAL NOTE RMA, 16" - 24' INCH PANE LS DOUBLE PLY CLIP THE SIDE ADJACENT TO THE PULL WID TH PANE- NONE REQUIRED AT RIDGE OR HIP, 12" - 16" L UMBER ONLY BLOCKING (2X4) FLAT WISE OR EDGEWISE ON THE SIDE ADJACENT TO THE FULL WIDTH PANEL NONE REQUIRED AT RIDGE OR HIP. 12" OR LESS USE LUMBER ONLY BLOCKING (2X4) FLAT WISE OR EDGEWISE ON BOTH PANEL EDGE& A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL BE REQUIRED (PER FBC R320.1.4) ANY CONCRETE OVERPOUR , MORTAR OR STUCCO MATERIAL 6 ALONG THE FOUNDATION PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT, ( PER FBC R320.1.5) EXTERIOR 601L TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12" OF THE STRUCTURE SIDE WALLS (PER FBC R 320.1.6) AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE IN STALLED AFTER CONSTRUCTION 16 COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY 601L DISTURBED AFTER THE VERTICAL BARRIER 16 APPLIED, SHALL BE RETREATED (PER FBC R320.1.6) CONDENSATE AND ROOF DOWN SPOUTS D16CI4ARGE AT LEA6 T 12" AWAY PROM THE BUILDING SIDE WALLS (PER FBC R320.1) AFTER ALL WORK IS COMPLETE ANY L006E WOOD AND FIL L MUST BE REMOVED PROM BELOW AND WITH IN 12" OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES TUB TRAP BOXES, FORMS, SHORING AND ANY OTHER Cm 11ILOS E CONTAINING MATERIALS PER (FBC R320.8.3.) THE D16TANCE FROM THE EXTERIOR WALL COVERING ( EX CEPTIONS, PAINT AND DECORATIVE CEMENTITIOU6 FIN16H LE66 THAN 5/8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6' T O ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS (PER RIC R104) EXTERIOR WINDOWS 4 DOORS: ALL EXTERIOR WINDOWS 4 GLAS6 DOORS OR ENTRANCE DO OR 614ALL BE TESTED IN ACCORDANCE WITH AN61/AMMA/NUJWDA 101/162 STANDARD AND BEAR AN AMMA OR WOMA LABEL IDENTIFYING THE MANUFACTURE PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY ALL MULLIONS AND ADJACENT DOOR/IOINDOW ASSEMBLIES SHALL BE TEST OR ENGINEERED TO TRANSFER 1.5 TIMES THE DE61GN LOADS TO THE ROUGH OPENING 6 U56TRATE INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE M ANUFACTURE ANCHORING RECOMMENDATIONS TO ACHIEVE THE DESIGN PRE66URF0 SPECIFIED ELECTRICAL, PLUMBING, 4 MECHANICAL: IN ACCORDANCE WITH CHAPTER 411,003 (2) (U OF THE FLORIDA ADMINISTRATIVE CODE, ELECTRICAL PLUMBING AND MECHANICAL SYSTEMS 614ALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMB ING AND MECHANICAL SYSTEMS DRAWN HERON ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO A DDRE66 MI6/HER REQUIREMENTS. ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WI THIN b- FEET OR SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHAD- BE WIRED INTO A GROUND F AULT INTERRUPTER "CFI" CIRCUIT "AFI" CIRCUIT ALL ELECTRICAL OUTLETS IN BEDROOMS 4 FIXTURES 614 ALL BE WIRED INTO AN ARC-PAULT INTERRUPTER SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AN D IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS GROUN'J WIRE FORM REBAR TO ELECTRICAL PANEL PER N. E.C. DUCTS IN GARAGE AND DUCT6 PENETRATING THE WALL6 O R CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SMALL BE CONSTRUCTED OF MINIMUM NO,26 GAUD E SHEET STEEL OR OTHER APPROVED MATERIALS AND &HALL HAVE NO OPENINGS INTO THE GARAGE ( FBC 2004 R305.1.1.) SAFETY GLAZINGs TWO FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARD OUS LOCATION FOR THE PURPOSE OF GLAZING (I) GLAZING IN SWING DOOR&, FIXED AND SLIDING PAN EL OF SLIDING DOORS ASSEMBLIES (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUB6, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS. GLAZING IN ANY P ORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING 16 LE66 THAN 60" ABOVE THE DRAIN INLET (3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" RAP IU6 OF THE DOOR IN A CLOSED POSITION AND WW06E BOTTOM EDGE 16 LESS THAN 6 0" ABOVE THE FINISH FLOOR OR WALKING SURFACE (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PA NEL OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3) ABOVE . THAT M EET6 ALL OF THE FOLLOWING (A) EXPOSED AREA OF AN INDIVIDUAL PANE GREAT OR THAN 9 60, FT, (B) BOTTOM EDGE LE66 THAN 18" ABOVE THE FLOOR (C) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR (D) ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE PLANE OF THE GLAZING REFER TO THE 2001 FLORIDA BUILDING CODE RE61DENTI AL - SECTION R306 FOR ADDITIONAL AREAS THAT MAY BE CONSIDERED A HAZARDO US LOCATION FOR THE PURP06E OF GLAZING ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED AND APPROVED DRAFfSTOPPINGs PRIOR TO REQUESTING TWO FRAMING INSPECTION. IN SINGLE FAMILY DWELLINGS, DRAFTOTOPPING6 SHALL BE PROVIDED ( PARALLEL TO THE MAIN FRAMING MEMBERS) IN FLOOR / CEILING ASSEMBLIES SE PARATING USEABLE SPACES. DRAFT6TOPPING SHALL BE CONSTRUCTED SUCH THAT THE FLOOR / COLIN G ASSEMBLEY 16 BROKEN UP INTO TWO OR MORE APPROXIMATED AREAS WITH NO AREA GREATER THAN 1000 60.FT. ATTIC ACCESSs ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXC EEDING 30 60. FT, AND HAVING MINIMUM 30 INCHES OF VERTICAL HEIGHT. ROUGH FRAME D OPENING NOT BE LESS THAN 22"X30" INCHES, WHEN MECHANICAL EQUIPMENT IS LOCATED IN T HE ATTIC IT &HALL BE INSTALLED IN ACCORDANCE WITH 2O04 FLORIDA BUILDING CODE RE61DE NTIAL - SECTION M1305.1.3 TIMBER MATERIALS, ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSU RE TREATED MATERIALS TRUSSES, IF THE CONTRACTOR , TRU86 MANUFACTURE OR ANY OT14E R DE61GN IDROPE66IONAL REV16E THE TRU66 SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PL AN6 ARKAY ENGINEERING, INC 16 REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMEN T6 FOR COMPLIANCE WITH THE DE61ON INTENT PRIOR TO COMMENCEMENT OF THE PROJECT ZONE Q 8D RING SHANK NAILS AT 6' OC AT ALL EDGES SD RING SHANK NAILS AT 12' OC INTERMEDIATE 80 RING SHANK NAILS AT 6" OC, 4 OC AT ZONE ©© ROOF EDGES, RIDGE LINES, OR GABLE END WALL NOTE, END JOINT& FOR SHEATHING SHALL BE STAGGERED AND OCCUR OVER A FRAMING MEMBER ROOF SHEATHING NAILING DETAIL NOT TO SCALE THE CLIENT UNDER6TAND6 THAT T14E DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLES6, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION ELECTRICAL LEGEND G.F.I. IIv SWITCH GROUND FAULT RECEPTACLE IIO V WP 110 v WATERPROOF OUTLET FLUORESCENT IIOY LIGHT CAN BE CEILING FIXTURE OR WALL (tYP) D ELECTRICAL FLAN 1/411 = 11 Oil THE CONTRACTOR/OWNER WILL BE RESPONSIBLE FOR DETERMINING IF EXISTING ELECTRICAL SERVICE CAN HANDLE ADDITIONAL LOAD IN ACCORDANCE WITH CHAPTER 411.003 (2) lU OF THE FLORIDA ADMINISTRATIVE CODE, ELECTRICAL SYSTEMS SHALL BE DESIGNED BY THE REOPE GTIVE CONTRACTOR TO MEET ALL APPLICABLE CODES. THE ELECTRICAL SYSTEMS DRAW N HERON ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO ADDRE66 HI6/HER R EQUIREMENTS, ALL ELECTRICAL OUTLETS IN GARAGE AND AT EXTERIOR LOCATIONS 6HALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT CARBON MONOXIDE ALARM MUST BE INSTALL WITHIN 10'0 " OF EACH ROOM USED FOR SLEEPING PURPOSE& WHEN BUILDING HAG A FOSSIL FUEL BURNING HEATER OR APPLIANCE, A FIREPLACE OR AN ATTACHED GARAGE. 2x4 CROSS -BRACING 6 RIDGE I 20'-0" MAX7 I W!, Ulm Avi 0 INFEmy Iffis NEW -no m pal, IN pm Him 2 X 4 NAILERB TYP TOP/BOTTOM CHORD GABLE 1END BRACING * 48" O.C. MAX FOR THE FIRST 4 ROWS OF TRUSSES (MIN 2X4 ) SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADOTIONAL BRACING OR CROSS BRACING REQUIREMENTS REQ. MINIMUM TRUSS BRACING J cn -4 lei CONT. BOTTOM CHORD BRACING (1"x4" MIN.) 10'-0" MAX. 2 X 8 •2 YELLOW PINE RIDGE BEAM TYP. VERT SCAB CONT, 2 X 4 NAILER TYP _ 2- I&D NAILS PER TRUSS BEVEL CUT TYP -)n' All -1- '---- ' --- --- --- --- ---- --- --- ---------------------------1 ROOF TRUSS PLAN 1/4 _ 11 OII USSES BELOW SHEATHED .IOR TO VALLEY FRAMING ITALLATION 6 02 YELLOW PINE LEY FRAMING TYP. COMMON TRUSS 2 X 8 02 YELLOW PINE RIDGE BEAM TYP. 2 X 4 CONT UPS RT3 OR 61MPWN H3 HURR STRAP * 48" OC TYP. SIMPSON 43 FRAMING ANCHOR TYP, r- ROOF SHEATHING UPS RT3 OR SIMPSON N3 HURR STRAP 48" OC TYP. SECTION "A" - "A" TYPICAL CONY FRAME VALLEY DETAIL ALL CONNECTORS ON VALLEY FRAMING DETAIL HAVE BEEN REVIEWED AND SIZED FOR COMBINE UPLIFT, SHEAR AND LATERAL LOADS 2 X 4 VERTICAL SCAB * 48" Or - MAX CONN. W/ 4 I&D NAILS TOP 4 USP RT3 OR 6IMP60N H3 HURR CLIP AT BOTTOM ROOF VALLEY DETAIL 4- I&D TOE NAILS RIDGE BOARD END 2 X 6 02 YELLOW PINE �— RAFTER 0 24" Or - UPS RT3 OR 6IMP60N H3 14URR STRAP EACH END ARKAY ENGINEERING INC. STIR RAL ENGINEERS R9: BARD L. IDDE'1' .E. FLORIDA LICENSE NUMBER 3T296 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIO NS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER I6, SECTION 160E O F THE FLORIDA BUILDING CODE 2001 FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE RESIDENTIAL AND 2009 SUPPLEMENTS �y o� ZaMNQ ��,I� C'3 a• M G QO tAl -CAAc � Zi N- N- IK �H�vW O r� WCA CA 0 Z L � �LL ZZ Q� :z Lu jp LL-1 Ld 11.3 21 h- Q _0 }N IJJ I- w g ID O u- _ u V O GARAGE 560 SQ. FT, FIG 3of: 3 ARKAY f 29 EL1111 ?III J'. _1' I'I' + II RPi11��ARw■Il•'Rdlllw�Tl.�ll■P■61�RAA�■5+� KEY DRAWING STRUT INSTALLATION (continued) OIL END N ENO WAF C FIXTURE PREPARING FOR INSTALLATION Before beginning installation, make sure of the following: 1. Opening width and height are correct for the product supplied. 2. Jambs are plumb and the floor and header are flat and level. 3. Headroom is adequate. NOTE: To determine adequate headroom, measure the distance from the bottom of the vertical angle to the centerline of the headplate bearing. Add the radius of the cable drum. This sum must be less than the calling height. 4. Spring and/or bearing support pads are flush with the jambs. NOTE: When installing several clam of the some size and construction, complete one door insiallliltion first to assure proper fit and counterbalance. BOTTOM SECTION ASSEM,BILY 1. Attach cable assemblies to bottom ilixh irep using Clovis pin and cotter pin. Align bottom fixture on bottom section. Attach with a minimum of three (3) fasteners and Insert track rollers. See FVure 1. WARNING DECAL %` 2. Attach Warning decal above each Botilixn Fixture" See Figure 1. 4oaB,a(Do4 3. Attach end hinges by first Inserting t#>wa sTtaaw next to the barrel of the hinge in the lower hall. See Figure 2.. NOTE: All end hinges are numbarW as their placement Is important. Starting from fire tam section, attach «B+E hinges In numerical orc"� with Number 2>. hinge for 2" track and Number 4 hinge for 3" track. `�a Anchor hinge securely with this earewr berme inserting theTIM, FIXTURE screw in the lower tip of the hinge. galbl Insert track rollers. Figure 1 NOTE: If double end hinges easy sppplled, attach first end hinge In normal manner. lips the long stem roller, and slide second and hinge in p)alpe. Attach to section with same END HINGE fasteners and procedure as above. See Figure 3. a o " ROLLER I.D G-41 MMED THIS SCREW T TIGHTEN -per a,1aLE am STILE B n 7✓ Figure 2 Ott 3 BOTTOM SECTION ASSEMBLY ( continued ) 4 Attach lower leaf of the center hinge to the top of the section using thread forming screws. SIE Figure 4. figure 4 THREAD FORNIING SCREW INTERMEDIATE SECTION ASSEMBLY 1. Install end and center hinges per bottom section assembly on pages 4 and 5. NOTE: Install and hinges to one side of section only. Opposite side will be assembled according to the 4'INSTALUNG DOOR SECTIONS IN TRACK" •section on page 7. STRUT INSTALLATION When struts are required, they may be shipped from the factory_ unattached. To attacw struts: 1. Determine number of struts supplied with door. 2. Doors with odd number of sections receive struts on bottom, top and every other section. Doors with even number of sections receive struts on bottom, first intermediate suction up from bottom,top and every other section, See Figure 5.(Odd number of sections shown) b 3. Locate all other struts in the center of the section except for the top section. Locate strut for top section 7-1/2" below top of door except when drawbar operator is being used. See Figure 5, Page 5. NOTE: Struts maybe repositioned up S Le1G to 5" above section centerline M STINT to dear any obstructions such /J' as windows or locks. �•� When two struts are required for each ® CENTS SME section, locate them 5" above and 5" below centerline. 4. Attach Warning decal 408616-0001 and Paint decal 408616-0003 as shown in Figure 5. Figure 6 END STILE \ �/ 5. Attach struts ufirle steal section is lying flat on a firm,1wel surface. Hold strut firmly against each stile solhaf self -drilling screws are driven throw the strut and stile. CAUTION: Load bearing capacity of the strut is lost If the hole is stripped .L.( out or If the strut is not held tight agMnst each stile. Install1wo 11e-20 self drilling screws per stile. See -Figure 6. 6. When'a drawer operator is requested, attach the reinforcing angle, if supplied; to the top rail of the top section. Attach angle using one 1/4"-20 self dolling screw at each stile and an additional self drilling screw between each stile. See Figure 7. l a0ets lop St"-1101iRe 7 W 1131 top of door, EXCEPTION - When dw4woperator is required, use 21' Dr 24' tDp section and iamiie top strut 11" io 12" below trap and cap top s■c1 00 angle as supplied. I74••20 SEL.FDRILLMG SCREW Tub 1r Figure 7 112• WL ONE STRUT TWO STRUTS PER SECTION PER SECTION INSTALLING DOOR SECTIONS IN TRACK SMUT n 1. Position bottom section with hardware and rollers attached. NOTE: Do not Install top section of door at this time. Top door section should be installed AFTER horizontal track or upper vertical track has been installed. See pg 10, Figure 17. Brace door section in opening until end hinges or top fixtures and rollers are installed and secured to door section. 2. Insert roller into end hinge on intermediate section. Hook roller into track and swing section into place, Set section on top of lower section 3. Insert rollers into corresponding loose end hinge. Hook roller into track and swing and hinge onto door section. See Figure 8. CENTER 4. Secure and hinges to door section. Refer to Figure 2, page 4. STILE 5. Attach upper half of center and and hinges to bottom of next highest section. See Figure 9.�+ 6. Refer to Commercial Track Installation Instructions 408207-0001. swIND JIMM , . OR FIXTURE oNrA sEtirTloN . TACH LOWER: `: Ri:: . toE eau ; Figure 8 Figure 9 . LIFT HANDLE(STEP PLATE INSTALLATION ; LIFT HANDLES 1. Locate M handles, vertically above bottom rail on first center ap'le over on lock side. See Figure 10. DATf#M CENTER aDLTIS STILE- 2. Use handle as a guide and drill two 1/4"holes WASHER through center stile" I wa 1fHBX NUT 3. Secure lift handles with (2)1/4" cartage bolts, washers -`�� and nuts. See Figure 10. Figs 10 �� "" STEP LIFT HANDLE 1. Locate lift handles horizontally on bottom section above eDAa�>t" bottom fixture. ITT FIJI 2. Use handle as a guide and drill two 1/4' holes through end stile. 3. Secure lift handles with (2)1/4" carriage bolts, lock washers and nuts. See Figure 11. Figure 11 LOCK INSTALLATION END NUT END STILE LOCK CUTOUT N(� 1. Center lock rod in track cutout. See Figure 12. TRACK, IN TRACK 2. Retract lock rod and move lock assembly so j WASHER that the end of the lock rod is flush with edge END SMILE of door section in unlocked position. I= ROD 3. Mark four holes. Drill 1/8' holes and attach with self -extruding screws. BOLT LOOK ROD 4. Attach lock rod keeper. I '' SINGLE OR DOUBLE ROD LOCKSEIP-EKT;,DD,NG 1. Plate outside handle assembly on outside of SCREWS section and insert carriage bolts. See Figure 13. Figure 12 Asa` Y 2. Insert lockcase assembly on inside door. 3. Insert lock stem and cylinder tongue in no-24 X 2,re proper place with bolts going through t10LT spacers. C� SP 4. Secure nuts to through bolts, holding both inner and outer parts. HANDL STME . .. ASSEMBLY LOCK 5. Install 4 self -extruding screws in lock ' ASSEMBLY assembly.. _ .. DOER . sEcnDN , OID-24 NUT e =ZV Figure 13� BELF•IXTRUDND SCREWS NOTE: Lock- handle assembly maybe mounted In two ways, with handle positioned down (lockcase bar will have to be move to right or locked), or with handle held up In the unlocked position (masking tape may help hold handle in place while attaching lockcase). TOP FIXTURE INSTALLATION Attach top fixture using four fasteners and insert rollers. See Figure 16. NOTE: Top fixture may be inverted as required. " h) TCP SECTION If double and hinges are supplied, attach first top fixture in normal manner. Insert the long stem roller o and slide second top fixture in place. Attach to section with same procedure AENT,® .P FIXTURE Rl Figure 16 IX14 X !VO' SELWIXTRUDWG SCREWS (4) FINAL ADJUSTMENTS d. On manually operated doors, attach pull down rope to botttom fixture and long track bolts located at a jamb bracket above mid -point of door height using a rope washer. See Figure 17. Attach the pull down rope on same side of door as lock assembly. 1` LONG i 1TiACK TRACKBOLT _ CENTER BRACKET \ 'IF PULL ROPE NUT ROPE DISC Figure 17 I ' UPULL ROPE BOTTOM - FvnimE JL 2. Adjust top fixtures to seat top section against header or header seal. 3. Adjust lock rod keeper on track, if necessary, for secure locking and ease of operation. 4. Lubricate all moving parts (hinge barrels, rollers, lock etc.) with regular grade machine oil. 5. AffixWarning decal 408616-0002 to wall next to hoist handchain. LOCK INSTALLATION (continued) LOCKROD INSTALLATION 1. Secure lockrod(s) to lockcase assembly. See Figure 14, 2. Install guides) on lockrods. ENa Gum " '' END Gum 3. Position guides) on end stile(s) 314" from edge of Gefl'Fi GUIDES section. Align with slots in track. 4. Drill 1/8' mounting holes in end stiles) and secure WI „lr, guide(s) to end stiles. s 5. Drill 1/8' mounting holes and secure guides LDeN�kde"d i t0 center stiles. End ,'" : "a % �� LW 6. If uired, install lockrod kee 1 1DE KEEPER LOCKROD Ill- 0 X M N 1 ED00 rep per(S) On SIOt 1T3 D i TRacK TRAM in track(s). „ BOLTS 7. Install lock spring. Locate on left hand FPSSTENER ASSEIVIBLY L AS LOCK SPRING 1241.OM e LW NUT FASTENER GLTIIDE 4 Gone FASTENER +. . GslasBaoeO Q9 FASTBIM Figure 14 LEFT HAND LOCKS All locks are shipped "Right Hand" installation (See Figure 15). If "Left Hand" installation is required, use the following procedure: 1. Remove set screw, lock catch and lock bar spring" 2. Pivot lock crank to opposite side of lock case. 3. Re -install lock bar in opposite side of case. Align spring bar with slot in case and push lock release out of path of lock bar. 4. Re -install look catch. Push lock release out of way allowing tab of lock catch to fit Den lock bar and lock release. betty 5. Align hole in kook catch with hole in lock bar and re -install set screw. RIGHT HAND LEM HAND LICK CASE c SET Lax LOCK „ LOCK SCRRE1 EASE :.• . H . � B�MI N LACK BAR CRANKOOK Figure 15 ANDY HLAVATY & ASSOC. P.O. Box 741396 • Dallas, Texas • 75374 Voice (972) 783-0122 • Fax (972) 783-0124 July 15, 2005 Overhead Door Corporation 1900 Crown Drive Farmers Branch, Texas 75234 REF: Residential Wind Load Door Compliance for The Overhead Door Corporation To Whom It May Concern: I, Andy Hlavaty, certify that I meet the requirements of independence as detailed in Florida Statute 9B-72, Section 72.110. Sincerely, Andy H cc: files RE -�JAMB - -` - D NOTES B S. ANGLE -CON AND JAMB RACKETS (ttP MASONRY JAMBS) WHEN REINFORCED WITH THE LISTED STRUT. OPTION. USE 2 a a" $IONS 1. DESIGNED AND TESTED IN ACCORDANCE WITH F DRIDA STYLE TRACK -- 5/15' . 1 3/4" RAWL LOK/BOLT, STRUTS ONE SIZE SMALLER AT TOP AND BOTTOM OF FULL C. FOR 2 STRUT$ (P/N 407736-XXXX) DNLY-- BUILDING CODE AND INTERNATIONAL BUILDING CODE, OR 1/4" WEDGE BOLT. OR EQUIVALENT. VIEW SASH OR GLAZED SECTION. - USE 1 SCREW (P/N 606679-OD02) AT EACH I, p 2. PRESSURES LISTED AS 2 OE9GN/TEST PSF _ C. ANGLE -OUT (TYP W000 JAMBS) STYLE TRACK- Q, STRUT. 2 STRUT Oft C-CHANNEL WSTAI"LATgIN: CENTER ATTACH. E ND STILE AND ENTE STILE TO 3 SECTION HEIGHTS MAY VARY TO CREATE VARIOUS 5/16" . 1 3/4" LAO BOLT, OR EOUNALENT. A. FOR STRUTS ONLY- USE ONE SCREW (P/N 505079-0002) �A ATTACH A STRUT STRAP AT EVERT HINGE, DOOR HEIGHTS. 24' MAXIMUM SECTION HEIGHT. IF ANGLE IN ON MASONRY JAMBS SEC NOTE fiB. ON BOTH SIDE OF STRUT (P/N 400650-XXXX) AT USE ONE SCREW Al THE TOP AND 90770M RAIL J� a. FOR ALTERNATE TRACK CONSTRUCTION SEE DRAWING 400792. D. JAMB BRACKETS (TYP WOOD JAMO.S) SVUE TRACK-- EACH END STILE AND CENTER SAE. OF THE SECTION AND ONE SCREW THROUGH Z STRUT. 3. iAS1FNING METHOD$ (TACK 10 WALL), 1 ] 4" LA T OR OUNALENT. 5/10'x / C 80L E B. FOR C-CHANNELS (P/N 40D617-%%X%) ON 10 REFERENCE WS SPECIFICATION CHART •y+ BASE ON BRA00 SPACING (SEE CFMRT BRONCO)' 6. FOR COMMERCIAL HARDWARE DETAILS SEE DRAWING 406717. - USE 1 SCREW (P/N 60567Q-0002) AT EACH ` FOR END STILE REOWREMENTS (SEE DETAIL E). ! �• .S STILE R A. ANGLE -IN (M STEEL JAMBS) STYLE TRACK-- 7, STRUTS TO BE ATTACHED A 3" FROM CENTER LINE OF SECTION, END STILE AND CENTER STILE TO ATTACH. -WHEN STANDARD SECTION WITH DOUBLE END STILE, A . 3.00' AND B . 6.5" WELD SLOT ON ANGLE. OR MELD REEL OF THE ANGLE. 6. MULTIPLE FULL VIEW SASH OR GLAZED SECTIONS ACCEPTABLE _ gTTACH A BIR+PORi BRACKET Ai EACH END STILE AND -WHEN FULL VISION WITH DOUBLE END STILE. A . 1.OD" AND B . 0.6" OR BOLT THRU WITH 5/16" BOLT, OR EWNALEW. EAOPlA1E ORIZONTAL ON EVERY CENTER STILE, USE 2 SCREWS INTO THE STILE RACK AND I SCREW INTO THE C-CHANNEL. fi OPTIONAL 8 -"*ICABLE DRUM CENTER HINGE TORSION SPRIwO iUll VIEW SECTION HEA =M i COUNTERBAUN g ANGLE Top FIXTURE D SECTION A -A. 12.00 RAD 12"�R 10" TRAc A14CLE-IN MOUNT Pj� OPTIONAL SECTiON B-a I'/2<" % 7' GLAZING (TYP. STEEL JAMBS) DINT BRACKET HORIZONTAL TRACK V''" HOLLOW BLOCK WILED AT TMAI ERTICAL `---^ TRACK r 1 W[ATHERSEAI 3B SECTION A -A AETA"Ep / ANGLE -IN AND BRACKET MOUNT A A WCATHERSEAL (TYP. MASONRI' JAMBS) ING OP HEJCFR SECTION F-F � ,. (REF) SCAB BRACKET BOTTOM WEATHERSE4 D 17-2-L. 17 (TYP) DOOR EIGHT -► MOI.DINO I SEE CHART BRACKET FOR SPACING -, SECTION A -A ScANGLE-OUT MOUNT C(TYP. WOOD JAMBS) SEE ON IRT FOR 3 �STOpNO SAACKET SPACING END HINGE MINE F eD SECTION A -A JAMB BRACKET MOLMT 3' FOR BRACKET PACING OF 12" OR 24" ENO STILE (TYp. WOOD JAMBS) 12" FOR BRACKEN SPACING OF ]6" • CENTER 671LE 262" IIAX DOD" SIDE ELEVATION OF TYPICAL COMMERCIAL TRACK BOTTUM FIXTURE ROLLER HOLDER REWIRED ON DETAIL E 1p DOUBLE END STILES ONLY INTERIOR DOOR ELEVA71ON DOUBLE ENO SILL SIERID 4 4 26 -rL33 PSF_ 7 90 Z STRUT M11Y STRAP STEEL KE STRUT P/N 400660-XXXX P/N 407766-XXXX SCREW P/N 603579-0002 BB 7 C-CHANNEL, 16 GA END STILE CENTER STILE P/N 400617-XXXX 7 B SECTION D-D STEEL HS STRUT j FULL SECTION SECTION D-D STEEL H6 STRUT, 2 STRUT C-CHANNEL DR STRUTTACK ION � F3 r E7,'•4f i� O l ®iJ� Eli vl I3Y �l l ii �S 147 i � T•� E3L "u: S�, /�aEEJrS1Cw©OCk� Wwssi7ir>atwl�i�fs NN�swoK.�rLaiEaoaustia•ra+'DrrEa•�>r rmr�c��oci��Epr�mt�sw�arfwQem. 1Q]E3i4�9 [�f:F�G�7E1iF/fI]IItF1iCEILYir71•tti::+.�:a> �hhlitt�'.'LgtE1FaCFI�,iaS�>fEiidM- MUrli[&IIlilf-77asrr^ ■' �Elr [•:•�J`ff �� l3ktL)tu�•7 R7ii7QIi�Ji �yE�Eil EE31� RI>"f�70EQL1filEli[711i�F3i[iIT11EL•l�: n'A MRE)IrK'=Il�IEil•EEfIS7J)i�IIJ�E71>i��i[]f tE%1E31■tEa17.7 tt•� t3�1� Fti�7Lli �•7i[S.'-,Y�Y.-7 �7 Z STRUT DD SECTION C-C SECTION RDNFORCMENT HS-00.0202.2s I HE 0.030 HS-2 0.062 H6-3 0.055 .50 SUPPORT BRACKET DB P/N 409D63-XXXX SECTION D-D C-CHANNEL WF0 N U N MRf. 1MY N01 p+ -��--W A1 NT or oNARa00 S C0 'OIATON. NPAME$ RD "4A, .wPw"""nR XUIWUS: 3 .15 XXXX% i 'DID ANGLES' A .51 N/A e" • ' C 4wt CIURMI AN aArA•1ab 06/14/OS 2/ PSF+26'`26 MAX 10/22/D3 I�q D- 410164 Mu" °RFC N/A M waAACR EA JO FAW 10/22/O7 P,A o ^ - C B A by C b t3�y O Zw��NQ woocLw M Z C^O M t4 N � y Qy�06� z 2ooQM44 � I Q 41 •r " �•'�I,�r rrl.' -.nWln n Ir •, 1,..• •�" •.r.r - _ ! . 1' ,ri■[- aeI I' 'lu" r - me �sNrra■s+l�>slll A■ !I■w!!'r l! `s.R� !r 1 . .+I W■Are!■arp! t�laFl■1111l1 O lltr Torigl!! I 1 I loll) I "II l �pl 1 • 'I J - L _ I I ■ ' deNak PRftrd a t� ; t` y Installation Instructions f0r Masterttib,. .c it ►Ofro T ONTRAlfri IP.. ' A" ROOF OVERHANG A, { •, � I : - RDOf OVERHANG - � w ''ww B' 470.0 -141.0 SEE NOTE 1i � n K C f^'Q Fp ACNr ,www d{ PRA ' 1w If metal is not to be used immediately, sure inside_lacallRa. Condensation or other tranisture can form between the sheets w^www"` w' +d0.0 60.0 541 ROOF r L1 t FRAM HN0 hit rust which detract from the appearance of the stocluct and may affect the pr(xtuct's useftd fife. Trsppcd �C ♦50,0 "0,0 % q JJJJj{ 9 H during S10tagt causing water stains Or white pp P f AiaEITICAN CCiN3ERUC1itDN METALS w\w\ ^w\ww ''! `d �' ALUMINUM ALUMINUM y A white twat to form underneatin then int. T can cause the paint to flake Of www^w" ,wwwww y0.51 e -ts-of pointed metal can w FASCIA FASCIA 9O- B 1^4 1 ear tot r 'i' prevent white rust and Staining, break the shipping in InIA on the material. Store the material 1140 West 0flon Street ,w\ww„w' \;\N\�\: ! rar(� r+' +s8.5 3tT.5 TAIM a dM paq sewimmediate y or several y a s , o p g, I P g ,www,w, \\w,ws / Y VB �. (� r on an incline of at least 8" with a supporting board underneath to prevent sagbhntg Fan the sheets, slightly at the bottom to alow for air 7ampd, Fb 336J4 "'^w`" t i +30.0 30,0 ` _L _ _ _ • , wwww �i- . on and o PF g www w, i..""' _ coal Da l'--'--- -- tau 6R If outdoor storage �_ � r__ wool NOTE soffit circulation. Keep the sheets off of the ground with an insulator such as wood. Any outdRn lI ww\„\ � �) � -SOFFIT J /f worn - J PREMED 1.1iV00p FRAMING AND CC071(ECTIONSTO BE DESIGNED PEEPED cannot be avoided, protect the metal using a canvas covet or waterproof paper. Never cover the lateral with nla�tii>k this will on n Rti Ytt t2fDipr. `��i���w R G DETAL • E sY THE ARCHITECT OR ENGINEER OI RECOR4 - ...:. ,. r nA- tfTR1PLE 4t►.& "QUAD 4" \^\\^ww, 0lNAa'F'--� 2120 COMMON NAIL OR 3/Id RLY CONCRETE !CREW DtTA ' " 4 \ww ( MW. 1-I/r EA;BEDMENI) @ 2r ON CENTER DETAIL' E" Oros Safety Precautions e` SIDE -SINGLE SPAN liy1�^CHANNEL SIDE VIEW SINGLE SPAN W/]-CHANNEL Always wear heavy gloves when working with steel panels to avoid cuts from sharp edges. Whem cutting or drilling steel panels, always wear safety 91FI-es ALUh1iIVl1M SOFFIT Li ZA(m) y ,w t prevent 'n'Lu •fr m flying metal Ira tents if you must walk on a metal roof, take great care, Metal (sbavnsal rtiMnnlnlnq RwH+ena) taiuwtiw)bueyhemina tAenlenll � �7 fluid sweep nfE any metal shavings iirnmedta eIJ to pre e rt eye i I y o ymg g1 Y w°ulButMalATTACH fw _1 pastels can become slippery, so always weal shoes with non -slip Soles. Avoid working on metal roofs during wet conditions when the panels can become f4oulAta[Ticq TRIM NAIL IIAWAED Q _I 1HROl1CH f11SdA STAPLE INSTALLED w IM V extremely slippery. VFalking or standing on a metal roof which does not have a plywood or odur-r deck beneath it Tel not recomnxstded. However, if you GENERAL Notes a 1CO.C.MAR. Sr D.C. RMO W0001 IN }CHANNEL itDT N must do so, always walk on the ptulros, never between. Do not For any reason walk on a roof made of material iris !hick than 29 gauge. 1. 1N6 PRODUCT HAS BEEN EVALUATED ANDKMCOMPILANCE WITH I 56>PIES Wt(AµED02r O.C.IiMO WOODI __ORi NAR0170.0 I Q 1„ ONTCF(ANNi4LEGORT-NARe17'O.C. STAM�S1DGAlD. (INTO WOOD N t `V THE 2001 F[dRI)rk BUILDING. CODE EXCLUDING THE 'HIGH VELOCITY „`\ NQI� INTO WOOS tjk MASONRY) 2r O.C. Wf0 FRAMINEB OR MASONRY) e,�\= O RUI RICMELONF w,\w„ •. FOR SQUARE CUT OVIIINANOi, 9 General Installation Information a 2. PRODUCT HORS SHALL BEA$ LISTE AND SPACED AS SHOWN ON(-1RIM DO;TOMOFFASfSA FLAT M Q AGAINST PANEL " • O DETAE 4%40X E VIN Og01 TO BABE MATERIAL SHALL BE BEYOND WAIL DRdSSItG OR STUCCO. `. •� `� - �' 11 B 1 fNJI/n Iliat /6t snrrdafx u rgaan and hvt brfon beginuina prise/installation. f the .I'/iNrtan, it not squalr, tBr patelr all/ No/Pm,1DVT# .real a/ 1& ride A*" 9. tDECtNNgIpPs3NOIC0.1'TJiWBYiMUDRAWWGARE9UBJEC110 ,w\www d Green or damp lumber is not recommended. Moisture released from Ste damp lumber may damage tale metal paEaels. Nails installed In green of damp FURM6T eJCTINEH11t�G ANALYSO It`.��A`t \ � / Ig'O.GI (INTKS FYOOD wG S1APlE51NSfALIEb e ,ww\►w,.'INF•C 1,14,sIOi4T-NAIL r;;a.erww A lumber may back out. # staining IR IILC responsibility of the h1SIaIIC[. The recommended cools for On site cutting are profile shears, hand shears, 4, WOOD/CI+RI WraLL CONSTRUCOOH:RY-RniERS, AM1115T BE DESIGNED \^'�^\' The prevention Of steel debris s g p ty R P PROPERLY To RECEIVE LOADS FRpMn�ESOFFIT AND/OR79r \ Y„� �-� R40OC•; rr s P R or electric nibblers. Friction saws and abrasive discs should not be used to cut panels. BATTEN STRIPS. wttwl., RMO WOOD OR MASONRY) �r _- O J I Remove any loose metal BItAVu)gs left (M [nqf RUrfaCt immediately to p[tveltl cUC[UstUn. After installing I171)f, terriove any debris such as leaves Or dirt to prevent moisture from getting trapped on panels. sEAMOFPA UE AND - ���---- ...... i _. .,..... � - \^rw. END OFPANI;IAND ... iABUOPCt7NTENTsS BEDETAIL QMATW3 y'i 1/1MAtC _F a p�������� nil SAElT• IkACR1PilON '. •..;. ww 0E,SHEET9) I \ -i8 t(Rp ➢ 0!1 FaiRtenin ^1slew 8 -rdno4B \ww^wwww 6 sari, ^^^\Nw Panty detaR ,wN\ lie" MAX. If you wish to predrill fststenct holes, use a cover sheet to prevent hot shavings from sticking to pastels. - s �t .- � T-- - '• , aa, T s Screws -For best teBdta use a I-1 /2" do ,hle_�mas-tiered wood screw In the flat Of the pane) as shown in the illustration below. Fastencts should be applied 8 / SoHN dololl and PMIK set N' M. an JK at every Pullin. Drive the fastener so that die washer is compressed securely against the metal. Do not over drive the fastener as this will form a dimple So1FN der daspn Press res 2N b ofTiIT- gy6p 4.(GL4j sae' an y DETAIL " E " DETAIL" F " DETAIL " G .. ci.c m ala, w: LFS _ that can collect water and cause leakage. Do not leave any loose fasteners that have missed doe. purfin. Use a # 1.1 stitch screw or caulk to fill die hole. Q o 2141 ..lf'!Ne11 BRR L aa, Ftario F Channel 1Chonnel iD,19s1 d.adir (.BorsTrcAl FL- 12 " ` - magi ... .... ... cen. ...'L 0 Nails - If the panels are nailed, use I-3/4" ring-shanked neoprene washered nails. Nail into she crown of the m.Ajor Sibs of the panel as F illustrated below. (See Figure #2). NOTE: If rigid insulation is used directly tinder the panel, the fastener length needs to be increased to allow a i ainimum OE I" penetration into the wood. General installation instructions listed above for screws also apply to nails. DO not apply nails into flat area of panel Figure #1 - Fastening Patterns for MastetRib® i 2 - (Nails only) RECOMMENDED FASTENING PATTERN FOR 1-1/211 SCREWS UNDER DRIVEN CORRECT OVER DRIVEN SOFFIT AJR FLOW #ABLE T 1 "�.. fe � �, �I T try A,R�W .0I'Low ALUMIN t SCFAEW FASTEtSAS - EAVE, RIUGE IS ENOLAP9 eu►^T^'.R aorrltnn _ I I *.rCHFASCIA 021..uI6 Al.3106'NI4 ALUMINUM �,.,;� "'+' • "�: ,� Q l 2 '!' (OIANNE .DIGS" 1HK. AL. 310.5 • H24 .. ALUMINUM ROOF ovERItANG � � � FigLrLi ew,e.rw, 'F Ct1ANNEL.01 8'iHK.AL3)04 H19 ALUMINUM 1 NAwIIeW 3.91 2.71V \♦��4:�V .t25` ALUMINUM S'�I renrww \At.\aa\♦ -5 WUAD4PANEL(Al ISOR.0195"NFIICK A1.3105_.._ . _ .. - r' 11 f� ° f TEW FARTF.NFRR- 'NT_RMFDIATE StiPPOgic a�oi�\\a1 - HEE1alR ♦",oa\ 6 TRIPLE 4 PANE (.01 l5 OR .013S' TWCK AL 31 ALUMWUM fREwDNa I E�EDEF ::rr a _.. � l ff NII VRMA � 11,74 E,1B9b 1i. I f a� NAaaw 11,74 9.1ewe 'Nyye� '7 ffI3i1"ONI wAnw AiFuN i00�>w D D D I 9 8"GAX/I4 MSTAPLE W/I'trMIN.WE WEN SS. T +-.3PTf19 PHONING r` „ e S1EEl FASTENIN4 FATTER" FOR 1 3f4" NAILS 34 CHANNeL - I 3. BB 2.80% 'vlA v T W °' a�a° � � � 9 7 X 1" BATTEN SiRIP 30=•r2 0R BETTER WOOD l ° �Avri:ai" .. see 2.5e 0s.e� Q Q D D Q- t WOOD c avea�o�� r " e 10 APA B-C• GROUP I E%T.1313Y' PLYWOOtl OR 6EtTER I1 M7'DIA,MAI W15/8"MIN,FMBEDM 51fE1 ♦e����� tryt T 0.0 Q.,D,]. �scsa==== - -- -___ -�i fNUQRWOOD - MRTALQ ITRUCTION .., t • { \\ 1 n n n Tl r7 n 12dX.4.1/r' «- FRAMED AA 'RR""" UNION AAB IeTInN THl BfETAL L� RIFIEDI ii 1 - •��`' III), GAVL STEEL IX2 VfAtt l i CONBNUQIB ti�\5e\. IlO lv■aLwas f tdeDD N tAMt eUILOING COMPONENT " olaLTlots As lea COMMON NMl @ 2r O.C. 11EtA0. H " I OXMYrest OV■t CORRUGATING COMPANY i,r -- ' °Elie♦\1�1. fAAA4NOlsr.+)046 BEt1EN@t1 Httf rEARs OZ i4� W/ I-97a^ AdN, EM6. AIFACH W/ 4•Bd H .O X 31lr SPAN .OtS - DI56 \i\\4\\ N.O.GAVLATE& Fayetteville, NC "� �� CWMtN�N NAIL 0 2r O,C. @ TOP TO ROOF FRAMING a f d. ` D4 w/T?ir.MIN:EtAe. SIDE VIEW ROUBLE SPAN W/BATTEN www.unioncottu atinop�_com-4"d'O1s' °� y 0 WwCdItSKID.ANPLY ORANGE STUa. RUOF1Nr, PROD11CfS UNlW aR7il1. ANBNJt'Ia DAYTON MOWS L, \1Ai\ btu e'A N.fUWe i (shower W/trurSlfiafnlhp gnetevlr)� 9PGCtR NC ORANGE VA OGU.A, Fl (i I f�A3C!A -_. 2 . l C i N El 'T y CHANNEL 1,ywe0 PI UA011 ORFA1t1ANSWTAts An,mlhssm mourn\sIK\l\4 Wl V 1DtPA1NERN• ANDL0.SON tIEBISUP PLr 17PFON r18N.P0.07xIL'T8 VICRSEVRG NBTAL►RU7>'TB AiumNwn ,\\\\\\\. r d lolrwn b,wrtl�n'm,nr tl C VURON,OA \�;"\�- Itaallen er tier -- . _ _ .. ryi.• . ..STAPLES ANDERSON. SC TWTON, GA VI(1(SBURC, M• _.. PANELLED @ „4. STAFlfb WSTAtt� 6 END OF PANEL AND WvdAAOEPIeI ¢a,ayM eovrAwa ENOOFPANELAND .. JsEF E oL0 -__ .' __ 1$EE DETAIL 01 �- B' MAX, O.C. _ .01 ��__..,,._.; :°ISLE• - ... : - + 'S ISLE DETAIL DI ... „ . ..... SPAN ' A " -ROOFOVERHANG 03i LA ,t' - T SEE DETAIL 0 ;2d' 6F�All'' r ar 0°0°°°fl°a 0 DETAIL'll.° s bl ROOF ---_-.•-•- .. .FRAMING-• -SEE NOTE ..... at' 0 A Q A U a, 7H7N SPAN trFtdiH MIGFT FRlStURE EP3ry " at Alto eNoratut S ° ° ° ° ° ° ° ° ° ch0 _ "! WW/CO(g1tN000S BATTEN POSRNE t{EOAIIVE,.: - 8 ,.- \ IT IrcoveRAce - - °°°°°0°�°aft � � Q � 7a +70.0 •70..0 ( { `�� ❑nr VrPIfCN' 1S/B" luoMAVNl,iaerersblNels lie \ u+*n ItQ" +66.5 •66.5 CHU DR j1 iRROLE PANEL 0.3Bb' g 20" +60.0 •4010 S 11 i 1 FRAMED YS w� N .. ..----�- I6.00•COvptAGE ___ 1 --^ 4.00`PfTCH -_+{ 2,62' V" AvArAae rile uOIA s yllw•MAN sun sa11L - O tm,r�t owe. R 24" 1S0.0 •50.0 Iwo t 9 09.. �_ 1 6 d A as xi NOTE taAr N.T.S foilVPNT•NARROWVENTPATTERN_,) a"I'* I :SIDE. VIEW DOUBLE SPANW/.BA'fTEN Installation Instructions for (lower Irrmsa In wire alr,wsifn a rbi aer Per. Oa0. St. JK OVA IT I PANEL F'1 I I WOOD FRAMING AND CONNCCOfIgNS TO SE DESIGNED , ® "" nip •-- 6" O.C. MAX. - -{" BY THE AAMON NAIL OR lln ENGINEER OF Rliqp E 8 R 2 12d COMMON NAB OR 3/1R ER f RE0 ID SCREAM (Shown w/ truu/freminq ovsai)en/) prom Lfii 5 sB iRa DETAIL TT D n (MIN.1134'EMBI37MEN1102J"ONCENfER FT-----L H B Slopes of less than 3" on 12" are not recommended. For slopes of 3" on 12" or greater, end lap panels 6". a Side laps should face away from the prevailing wind. lay the lust sheet along the cave at the down -wind side of the roof, farthest away from the direction of the prevailing winds. (See Figure #4). Install sheets in the sequence Nhown in Figure #4. FigNre #4 Figure #5 - installation Options �------ PrevallIng Wind ��'� NAN YA PLASTICS CORP. 2x4's TrOr PLASTPRO INC. . a 4 4 2' f1iSIDH PRE SURD tPS/y 9 PEACH THEE HILL ROAD p $MIOIE SPAN LENGTH - LIWNGSrON. NEW IEFtSEV 0703E 6 4 CENTERS/Z� A. rosnlvs NEtBAiiyE sTsa'MAx.oA. O .. SPAN' A' n FRAME WIDTH L SPAN AROOF OVERHANG "- -ROOF OVERHANG e" +70.0 •141.0 e6��nf to ab a. wa T.P. laREr4 ANr FRAfOOO Id' +60.0 •d0.0 FRAhAN6'` iw T 4 Maximum putlin spacing for 77' +50.0 -50,0 h DISTINCTION SERIES ga, OPAQUE FIBERGLASS DOOR e� roof 2' on center fdsElA-•� it +38.5 38.5 p I Instal( Metal Directly Install Metal Install Metal Karl r ] v INSWING / OUTSWING ; A� To Wood Frame On Solid Deck Over Existing Shingles _ td" +Io.A 30.0 '--- 1 f--- __- Emu Alse Maximum 2' Putbo Syncing la wood Ued(-Apply 30 lb. felt paper , � • r>I'�s I p SOP9TJ j w000 NOTE: WOOD FRAA(RJO AND CONNECTIONS 1086 DESIGNED fi SOFFIT Install Metal -Apply 40 Ili. felt layer IusCiU hieml I ! FRAME) 6Y THE ARCHITECT OR ENGINEER OF RECORD fRAMEO GENEiAI NOTES t +DO NOT USE THIS OPTION drttatail McrAl tOEYAII"E•-.•! ,!/ DETAE•A• FOR HEATED SPACES �TAE'B" Dnu c" W¢ 1. This product hos been ova uofad crsd b h connpnornce v41fn the 20D7 *Proper ventilation and vapor barrier protection recommended for heated sparse, SIDE VIEW •SINGLE SPAN W/P-CHANNEL SIDE VIEW -SINGLE SPAN W/]-C NNEL Fordo, BuBdng Coce IFBCI slructucirequiremm,bexcludnglM 0 Allow on overhand of 2" sit the cave to provide for a drip edge. Use inside closure at cave to prevent insect or bird infestation at openiiigs (shown w/ bu■/frsrnirp cantilever) ttuawnwl tnnnamRro ce tlavar) i ftcl ct anchlocity r%shHuroMroho• d und. o �( G 2. Foducf oncha7 shot as as listed and sycx:ed as lhrrwn on details TO proluct against uplifting winds and to provide a finished appearance, apply rake trim or otherstandnrd gable trim, Apply' faAEerier5 every 6.10", STAPLES INSTALLED 0 IT O.C.(INTO WOODI Anchor embedment to base rnoterici shot be beyond wail drazirg g STAPLES MSTAI-ED 02A" O:C. 11N10 W000l II i-CHANNEL ROT OR I -NAIL a 12 D.C. or stucco. 14" ridge roll or ridge cap 1X recommended to prevent leakage. Scal off ridge and panel using Otatside closure strip. ONFCHANNEL LEG DR T-NAILO72 O.C. ONTO WOOD OR MASONRY) INTO WOOD OR MASONRYI 3 When used in areas requiring oird borne debris protection this Use of 3/8" akle laptape is recommended. Apply the toe as shown in Figure #6 ale the to of all la) Abs.Do not block the siphon TRIM NAIL ATTACHED STAP.C.INT FRAMING I prod,ctcompdeswahtantco arcing .2 Sprodu Calwdoesnot I P[' r p B "fi P f I RTRouGH FASCIA 2a° 0.0. INTO FRAtiiING � req�ro an impact resistant coveting. !his product mesh missile level channel with the tape. For best results, apply a 7/8" lap tek screw into the crown of the rib to tcnue the side lap. a Id'D.c.MAR, NbTF: lY uxl klctldes wlrW lone4 as aefinrdmkslM Et4Yd. T FOR SLSU/sgECUT OVERHAND, � I ,- Vito BOTTOM OF FASCIA FAT 4 I'll 2A stud fralnnp construction. anct"ing of 'hose u n shot be the Figure #6 - Proper Application of Side Lap Tape �I �nGAlfmrANlit 11 4 t I + sense as Ihol shown sal 2z blck masonry coast uction. 5. Site conditions the' devione Teem ex defo s of rho dravmg require 3 11 4� A f( lufterengineering analysis oy a(censed eronser or registered °� l%�•--� � j II rocnexl p err rh..u. �' Z �•.�� ,L 10 f7 -- -� TABLE OF CONTENTS For bebetti results, start aiding at a door, window or other opening in the wall. Use corner trim, bawt molding, cave trini, and other trim to unprove the --- - --- sLlNsrr rxscRrPnoN rF Y AV}I 18 tl s� Sr c , 13 I � 1 d cove rJR swiss. A mla f,l' , t weather -tightness and appearance of to structure. stAPLIBwsTALL�e _ t - A a D apoMoatak r C Marc N.T.S. j IIp riP P,AtR1 AND _ j jj - _t/e' MAx. s eon em n OT ALLOWABLE UNIFORM LOADS PER SQUARE FOOT r•0C• L _______� �' c2 _ o p spacing roof 2' on center and maximum girt spacing for sidewall Yon center. 1 IaEE DEwLD'9HUT sf 5 � 3 � s Vertical agltanwns'�l�' maw contrlsxlbn fliswlNG a7.60"x 62.g0' +65 •70.0 er an Lf5 a �, Maximum urlia a act for f/B iAAt. 1(1 eww biAMFS 1NnALLEO i 12' O.G• LIMO WOOD) 1• i 6 sere IX is xY m:aolry crnsitucl on OVTSWING 37.60 R l-0ar +6 5.0 65.0 I c fasteners in the pan of panel for beat eenulte. I/b°IAAx� I- wFG1uNNELsRMAT T•NARstr o,c; .;J wm 1B 09 _ ' r' mor«kl'Lo (Three Spans or More) gg t?/ (IMOWOOD6kMA30NRY) me N.ran JR DRUM LIVE LOADING WIND UPLIFT LOADING DETAIL "A DETAIL"6" pETAII"C " D POICla .1Chonntil Span (inches) 18" 24" 30" 36" 48" 60" 72" 18" 24" 30" 36" 48" 54" 72" F-Channel ET-12o(e.I ran a 0 29 Gauge 200 112 72 50 28 18 14 281 158 101 70 40 2.5 18 26 Gauge 268 151 97 67 38 24 24 368 207 132 92 52, 31 23 ' ' \ ` TAT ` I 1. i NOTES: I 3 O The panel ne' t has been deducted from the allaw•eble, elcess raluer. q�h ., • � the v6nd uph'h sane values hair been increased by 33-1/3 i . \ I J The ptoperbes and load tables are Fat the panel alone. _� It _ d1 The panel section proputies have been calculated in accnidance nith the 1996 AISI Speciticatinn. E 1 s Steel panel nsatedal cgnfitums to ASTTE :A444-851 a i 7YP. HEAD A. lAM6S 0 � J \ t I SEE NOTE 1 I BUCK i`L I (•� IJd --r TYP. HEAD L �, JAMBS _ L 2x , sL1cX � � 0. _4 FRAME w L3 MASONR' MASONRY OPEN NG i OPENING - 4 . ... .. ♦: 10i ANCNOONO NWA JAMB fRAAI! ANCHOli �t teas MnRXry 2A buck construction 11 .:.q� 26 13 sy�8 1 1. 1r4" Eco concrete screws onchorbng 21 buck requde a nUrslmum VcleOrance to mG.sonry edges. 0 1-1/4" minksxun 27 IS a I; TMTM emboo'n mnl o,td o •)rin!msmt 4"cfeol'ance fo odiacent con=io screws. Subsmuhon of equci concrete sc.ew•s from o '� vat: 9/5/(Le j w 9§ diMarent supplier my hove different edge dbfance oW confer distance requrmnents. Concrete screw locch= at he Malt, N.LS, corners maybe odiwted la m0intdn the mWmvm wigs distance!0 ntortorWfnb. R concrete screw bcoriont noted as -_ sac m 0T • 'MAX ON CENTER"must be ocdlrsted to maintain the minimum edge distance to mortosioirlls. odditlonol concrete NAME rTWRF A_IAtE OEIAN ar° LFS s screws my be req:Xred to ervxo the monism on center drtenslon b not exceeded, ry A2/vvf lt- `i 7 13 1xl(-,S4-q,-"t, 0-,- 4464� x 2-o Ck 10-T KOi1ap� �j Ra,i��nQA�- t1%1., t%W U.