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HomeMy WebLinkAboutapproved plansFile Copy CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. ALL WORN SHALL COMPLY WIND ALL LOCAL ANN REGIONAL ORDINANCES. ANY DEVIATION FROM THIS MID SHALL Al REVIEWED BY TI ENGINEER OF RECORD AND IS SUBIEET TO APPROVAL. WIND PRESSURES DESIGNED FOR SCREENED ENCLOSURES W/ SCREENS 1.1 OPEN AND ATTACHED W/ FT OR OUND GPFUNE '_SIGNwPARAMETERS FOR WIND LOAD COMPLIANCE 1. Z. 3 A. E 6. 6.1 1.1 BUILDING CATEGORY 1 6. FUN RNA BUILDING CODE ESIDN fk SCE ]-1D T GINLDING DO SEGN 15 PARTIPLDLY ENCLOSED R. MEANROOF HEIGHT IS ROOF PITCH 29.B DEGREES g INTERNAL CO0.55 30. ENDPRESSURE WIND SPEED IS WIDTHOFENDZONAE WINDSPEED IB IpOMPH35ECONO GUST WINO EADDING 11. WIND PRESS COMPONEMflCIAOOING WIND PRESSURE ON SCREEN: COMPONENT HORIZONTAL PRESSURES ON WINDWARD SVRFACE5: 93PSF E. ORIZONTAL PRESSURES ON LEEWARD SURFACES: 39PSF VERTICAL PRESSURE ROBEEN SVRFACES): 12PSF VERTI CALPRESSURE(SOHUSURFACES):361E1 13 LOADS: BOOR 9D 'IF 1p ROOF/DEAD 6 IS F yp 1 ROOE/HVE N PEE vs. WALL REIFF SHEAR WALLS WERE CONSIDERED T A CONTINUOUS LOAD PATH WAS PROVIDED COMPONENT R CLADDING DETAILED MINIMUM SOIL BEARING PRESSURE IS 200D PSF PRESUMPTIVE 1, FASTENERS SHALL HAVE A HEAD AND/OR BE PROVIDED W/ 1/2" DIP. WASHER UNLESS NOTED, 2. ALL FASTENERS TO BE 2021-T4 ALLOY, NON MAGNETIC STAINLESS STEEL, OR CADMIUM PLATEb OR OTHERWISE CORROSION RESISTANT MATERIEL AND SHALL COMPLY WITH 5.1.1C SPECIFICATTIONS FOR ALUMINUM STRUCTURES -SECTION 1, THE ALUMINUM ASSOC., INC @ APPLICABLE FEDERAL STATE & LOCAL CODES. 3. ALL MEMBERS SHALL BE AND HAVE BEEN DESIGNED USING ALUMINUM ALLOY 6061-TS UNLESS NOTED OTHERWISE. ,I TWP l'ONTRAC-FOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO R 6FAC1301 AND SHLLATTPIN A MINIMUM COMPRESSIVE STRENGTH IN 28 .LUS OR MINUS ONE INCH. DITIONEO SPACES & GARAGEE. HOLES IN 1AIU1 EF RR@R ARE NOT PERMRTED. 60 STEEL MELDED WIRE MESH TO CONFORM TO SEEN A -IRS. SUPPORTED N SHALL BE APPROV[U B. INC ENLIP FOR LowTON OF ALL EMBEDDED 1 S110ED DROP MAT 30 INCH LAP. FFr FC REACH WAY OR Q1 EFFORT TO CONTROL THE STRESBES, AN INHERENT PROPERTY OF CORNETS WHICH ENNIGNA1 U-1-O, 1. 1-'- ABS SHALL HAVE PEH LARGE AGGREGWTE,'PEAROCK" IS NOT PERMITTED MR SLAW. TGCOUREOCO AIC FEIRMICE1 EXTERIOR GLIEF SHALL ..I. . A. GRACE OCE S OF RIME ANO AMNN .. OEBIGN ST GTH OE SODD PER 0 MA DAYSOSION INXIBR00. SHALL BE TREATED. , jNCFACO FAS T ENERS OR ATTACHMENT, ARE THE RESPONSIBILITY OF TFIR (TGRTMOTOR OF HOORD PREVENT ELECTROLY5I5. 5. ALL EXPOSED SCREW HEADS TO BE CAULKED 6. ROOF SLOPE TO BE 1/4" PER FOOT MIN. ). ALL ELECTRICAL GROUND AND RELATED WIRING, WHEN REQUIRED, TO BE DESIGNED &INSTALLED BY OTHERS. 8. ALL ALUMINUM IS6o6HT6MIN. 1SX14 MESH SCREEN J, TOP AND BOTTOM WALL BRACING OUTSIDE PLATES MIN. 4" X 4" X 1/8" WITH (2) #14X3/4" SDS INTO EACH MEMBER; INSIDE ANGLE MIN. 2". X 2" X 1/8" WITH (2) 414 X 3/4" SDS INTO EACH MEMBER __„ ..X .._RACING OUTSIDE PLATE MIN. 4" 8" X 1/8" WITH (2) #14X3/4" SIDS INTO EACH 2X2 MEMBER; (6) #14X3/4 SDS INTO POST; INSIDE ANGLE MIN. 2" X 2" X 1/8" AT 8" LONG WITH (2) #14X3/4" SDS INTO EACH 2X2 MEMBER; (5) #14X3/4" SDS INTO POST ATTACH 2" RECEIVING CHANNEL TO EAVE RAIL WITH (4) #12X3/4SDS; ATTACH 2X2 TO CHANNEL WITH (2) #12X3/4SDS Gv smF 'EXISTING,HOST ATTACH 2" RECEIVING CHANNEL TO EAVE RAIL WITH (4) #12X3/4SDS; ATTACH 2X2 TO CHANNEL WITH (2) #12X3/4SDS EA SIDE 21'-0" f iii YSL PLA1 ',i Awe ALL PiluPO5EU WORD ARE; SUBJECT TO ANY CORRECTIONS 0gBY MELD INSPECTORS THAT I Fa1� ��'. iFllm�a�a�i'S'1Y@ HaI9�.ErY'd®[et'k T�F ,s.. I iPwP'T �1 > ` °. t'POLICA9, ATTACH 1X2 TO EXISTING HOST WITH 1/4" X 2 114" TAPCON; 6" FROM ENDS AND 18" C.C. m 2X2 , 12" X 12" CONCRETE FOOTING PERIMETER T 21'-0" EXISTING BRICK PAVER DECK WITH 12" X 12" CONCRETE FOOTING PERIMETER 43,-0-, EXISTING HOUSE EXISTING SOFFIT/OVERHANG r ' 5" STRUCTURAL GUTTER 2X2 2X2 2X2 2X2 2X2 2X2 2X2 2X2 2X2 2X2 2X2 2X2 ro ro x ro m ro . cxo W W 03 m ;2 2X2 2X2 2X2 2X2' 32'-0" r2X2 2X2 2X2 2X2 2X2 2X2 — T-3^ T-3" T-11/2" T-1112" T-11/2" 7'-11/2" �']A C 0 (, ST. I.T { TV 1-01;7,:.T( ft�'7 i ?k'11IF�1)'li!} .iivir �, 1ii.. I DATE ` U S i.."ti I) Tf IU,, I f TSfUST EE )li.P3 Pv`iYT 1X2 1X2 1X2 1X2 1X2 1X2 rn rn M M M ca co DO 01 w W co W W W 2 2X2 2X2 2X2 2X2 1AZ IAZ IAL Inc Inc vac -- 43'.0" X OR cn K W m S u a N O h Z N W z W o o OW Q a r 0, z 0 m CD Z N Q Z EN W ' 3 Q ON GO a w22. O¢ UED 4� Q N "0 +V J W Ol w' 4. nyj 0 a Ui U) LL U ()": • � cam-+ O �y a . :< ED 1 �0T i U c� Il�la\�z U N �M U N w¢ �c W z o wLL ^ ` E m W F 1� ✓� s r�.I I—� �LO G O a1 o ED s /\ � 0� \./ 1 r a U W oOR �n o V1 D, S 00 o z O ED ED r O File Copy ATTACH X2 TO 2X2 WITH #10 X 1.5" SMS 6" FROM ENDS AND 18" C.C. WALL POST SMB ATTACHED TOGHETHER WITH #14X1 SDS; 3" FROM ENDS AND 18" C.C. — A SMB ROOF TO POST ATTACH PURLIN WITH (2) #14XI SDS EA SIDE �� �0 O QPP 2x2xl/8"ANGLE c� W/(2)LATE; (1INTO TOP PLATE; O K X HERTHRU- VV BOLT WITH LOCK WASHERS INTO BEAM/POST CONNECTION NOTCH ROOF BEAM TO OVERLAP WALL POST CONNECT BEAM TO POST OVERLAP WITH (6) #14X3/4 EA SIDE 1/8"x 2"x 5" STRAP WITH (2) 3/8"X 2.5" LAGS INTO z 2x2 ATTACHED TO BEAM WITH HOST/ SUBFACIA AT EACH BEAMAND EAVE RAIL a 3 w (4) #10X1.5 SMS CONNECTION TO GUTTER AND IN BETWEEN; m F Z FASTEN GUTTER TO FACIA WITH 3/8' X 3" LA a O 18"C.C. M II° ATTACH BEAM TO 1X2 WITH (2) #10X1.5" SMS r.. --. = o F W 4 k Q - INTO 1X2 SCREW BOSSES; ATTACH 1X2 O - TO FACE OF GUTTER WITH #IOX1.5" SMS; 6"FROM ENDS AND 24"C.C.— u p I 'co, CHANNEL CAP z 2" RECEIVING O p ,IIIL A WITH (2) #BX9/16"EA SIDE '*'s " ;• 2=1/8" CLIP WITH (4) #14X1 INTO EACH SIDE a i 16 SMB ROOF TO GUTTER a • GUTTER DETAIL �a a �� �+ ROOF BEAM SMB ATTACHED TOGETHER WITH #14X1; 3" FROM ENDS AND 18" C.C. 1/8" THICK X 16" WIDE INTERNAL GUSSET PLATE FASTENED WITH (10) #14X3/4 SIDS EA SIDE SPLICE; (20) PER GUSSET CONNECTION SMB MANSARD SPLICE CONNECTION PURLIN TO BEAM CONNECTION VZ 0-30. -Q O d i ATTACH 1X2 TO NOTCH POST ro ATTACH 2X2 EAVE RAIL 2X2 WITH #10 X TO RECEIVE Ik TO POST WITH (4) 1/4" X 3" SMS 1.5" SMS; 6" PURLIN ti THRU INSIDE FACE OF POST FROM ENDS SMB TO SCREW BOSSES OF 2X3 AND 18" C.C. PURLIN EA SIDE ALTERNATIVE* , ATTACH RECEIVING CHANNEL TO POST WIT N (4) #14X3/4; ATTACH 2X2 m DOWN PURLINTO RLIN OST O BEAM 2X2X1/8' ANGLE W/ a RECEVING CHANNEL (2) #14X3/4 INTO POST; rr WITH (3) #12X3/4 2X2X1/8" ANGLE W/ BOLT 3/8"XM (1)1/2"X21/2"THRU THRU BOTTOM TAPC U O WALL POST SMB WITH LOCK WASHER THRU TRACK INTO CONCRETE K I cn ATTACHED TOGHETHER POST; (1) 3/8" TAPCON THRU PURLINS TO SIDE WALL ~ WITH 414X1 SDS; 3" FROM BOTTOM PLATE WITH MIN. ENDS AND 18" C.C. EMBEDMENT OF 2" INTO CONCRETE; 1.5" MIN. EDGE DISTANCE CORNER POST DETAIL 2X5 POST AND LARGER: 2X POST ATTACH 2X2X1/8" ANGLE 114" TAPCON IX CLIP WITH I/2"X21/2"THRU @18" C.C.; WITH MIN. 1.5" BOLT WITH LOCK WASHER; TEMBEDMENT INTO FOOTING; m ANCHOR W/ (1) 3/8" TAPCON CENTER OF TAPCON WITH 1.5" MIN. EDGE DISTANCE MIN. 2" EMBEDMENT INTO ~ m �1 CONCRETE EA SIDE. -. D t Q POST TO SLAB DETAIL FRONT VIEW • © POST TO SLAB ATTACH SMB POST TO 1X2 W/ (2) #10X1.5" SMS THRU INSIDE FACE OF POST TO SCREW BOSSES INSIDE 1X2 BOTTOM TRACK L1 . 1X2TRACK / ATTACHED TO POST WITH (2) #10X 3" SMS THRU 2X2 CORNER INTO 1X2 SCREW BOSSES 1 X2 TRACK ATTACHED TO POST WITH (2) #1 OX 1.5" SMS THRU INSIDE FACE OF 1X2 TO SCREW BOSSES OF TOP/BOTTOM TRACK BOTTOM TRACK TO 7 CORNER POST 2X2/1 X2 CORNER POST Il lul11411t1 HR11111141 !®i ATTACH 2X2 T CHAIRRAIL WITH (4) #10X3" SMS , THRU OUTSIDE OF (.nPNFP P()AT INT() SCREW BOSSES OF — ATTAC?IX&'X2 CHAIRRAIL WITH (4) _. #10X1.5" SMS THRU INSIDE FACE OF 1X2 UPRIGHT INTO — SCREW BOSSES OF 2X2 CHAIR RAIL DETAIL 1 L N o U C L- .� 0 L L r LL U N N 'O m 00 � J � 05.0) O � N A r s� "Ao a': ®dig:—' .• If11w� u o a ^u z Vi w z� S:I U w a 1 W 0 mo w y ¢o .. ✓ mw �. m > o 5 4a U ^ '65 o (0 . \� 0 o V / Y f w m r