The URL can be used to link to this page

Home My WebLink AboutREVISED S1 IF OVERHANG EXCEEDS 24" GENERAL NOTES: INTERMEDIATE BATTENS ARE WIRE LATH UIRED 12" O.C. 5/8" stucco (horizontal application) and STRAP DBL TOP PLATE TO 1) FINISHED FIRST FLOOR ELEVATION IS ASSUMED AT 0'-O"- VERIFY ACTUAL ELEVATION WITH THE 7/8" thick stucco (vertical application) on EA. STUD USING SIMPSON SP ENGINEER'S SITE PLAN OVERHANG "NOT REQUIRE 3/8" hi-rib lath attached to horizontal and PROVIDE SIMPSON HTS20 STRAPS. ADJUST THE STRAP SIZE 2) CONTRACTOR SHALL VERIFYALL DIMENSIONS AND DETAILS AND SHALL NOTIFY ENGINEER BATONS IFF 1 122 OR LESS vertical wood framing with nails or staples TO MATCH STUD WIDTH. IMMEDIA TEL Y OF ANY ERRORS, OMISSIONS OR DISCREPANCIES PRIOR TO COMMENCEMENT PRE-ENGINEERED WOOD TRUSSES g p HURRICANE TIE AT EACH TRUSS OF WORK. WITH GALV. BEARING PLATES to provide no less than 1-3/4" penetration 3) ALL MATERIALS EQUIPMENT CONNECTORS AND WORK SHALL MEET OR EXCEED THE DESIGN COMPOSITE SHINGLES ON #30 FELT OVER into horizontal wood framing and 3/4" DATA AND COMPLIANCE CODE CITED. 5/8" CDX (MIN) - SHEATHING W/8d penetration into vertical wood framing _ -_ 4) ENGINEER IS NOT RESPONSIBLE FOR ANY SUPERVISION DURING CONSTRUCTION. ALUMINUM DRIP EDGE RINGSHANK NAILS AT 3" O.C. members 5) THE CONTRACTOR MAINTAINS THE RESPONSIBILITY FOR ALL CONSTRUCTION MEANS, METHODS 26 GAUGE (MIN.) THROUGHOUT ATTACH WITH ROOF NAILS AND TECHNIQUES REQUIRED FOR THE CONNECTIONS OF ALL ROOF, WALL AND AT 12" O.C.; STAGGER WITH 12" OVERHANG BEAM - SEE TYPICAL SECTION FLOOR SYSTEMS. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER. FASCIA NAILS AT BLOCK WALL 6) THE STRUCTURAL INTEGRITY OF THE BUILDING SHOWN ON THESE PLANS IS DEPENDENT UPON 26 GAUGE (MIN.) CONTRACTOR TO FILL LAST COMPLETION ACCORDING TO PLANS AND SPECIFICATIONS, STRUCTURAL MEMBERS ARE NOT SELF ALUMINUM FASCIA OVER BAFFLE/VENT CELL SOLID WITH CONCRETE AND SUPPORTING DURING CONSTRUCTION AND REQUIRE TEMPORARY BRACING UNTIL PERMANENTLY 2x4 END RAIL; ATTACH (1) #5 BAR VERT. FOR FRAME WALL APPLIED TO STRUCTURE. THE ARCHITECT ASSUMES NO LIABILITY FOR 2x4 TO TRUSSES WITH ATTACHMENT THE STRUCTURE DURING CONSTRUCTION UNLESS THE CONSTRUCTION METHOD AND BRACING ARE (2) 12d, FACE NAILED INCLUDED IN THE PLANS AND SPECIFICATIONS, OR ARE SUPERVISED BY THEARCHITECT ATTACH FASCIA WITH ROOF 2X STUDS TAPCON SCREWS #10 X 3" DURING CONSTRUCTION. NAILS AT 12" O.C.; STAGGER SU INLATION R-30 SEE WALL SECTIONS @ 16"� O.C. OR 1/2" DIM. X 7) ALL MODIFICATIONS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE ENGINEER. DRIP EDGE NAILS FOR APPLICABLE WIDTHS 5-1/2 LG. REDHEADS W/ OR PER ENERGY CALC'S AND STUD SPACING 2" DIM. X 1/8" WASHER PREFINISHED PERFORATED �'• 5/8" DRYWALL OR VINYL SOFFIT- ATTACH 1/2" CD. BOARD CLG. TO WALL WITH "F" CHANNEL 2X BLOCKING USING "T-NAILS" AT 16" O.C. (MIN. SINGLE 8" U-BLOCK WITH (1) AS REQUIRED 5/8" LENGTH) AND TO FASCIA BOARD #5 RE-BAR TOP CONTINUOUS BY FLORIDA AND BATTEN WITH 0.12" DIAMETER, o 1-1/2" LONG, SMOOTH SHANK NAILS IN EACH U-BLOCK BUILDING CODE STUD ALONG BLOCK �,E,2, 4cl ROOFING COIL NAILS) RESIDENTIAL WALL TO BE P.T." O.C. � M Ln HURRICANE STRAP @ EA. TRUSS' CLIP EACH TRUSS U _� 1/2" X 8" WEDGE ANCHORS @ 32" O.C. SEE FLOOR PLAN FOR TYPE J ALL STRAPS TO TRUSSES SHALL � > can BE AS DESIGNATED ON PLANS CL W/ (2) WASHERS & NUTS I z W I I FRAME OUT TO '—' o 1I1 1BLOCK EDGE U) Ld VERTICAL REINFORCING - SEE PLAN I DBL 2"X 12"WO D BEAM FOR LOCATIONS. 1- #5 RE-BAR TYP. Ln I O UNLESS NOTED. FILLED W/ 3000 PSI CONCRETE FOOTER I I STUD ANCHORING: a- CONC. STD. 900 HOOK TOP & BOTTOM � STUD TO TOP PLATE, Ln SIMPSON SP4 OR SP2 MIN. 25" LAP. PROVIDE INSPECTION > I `n HOLES. WINDOW COMMONS @ 6"ON 11 a BLOCK FILLED INJECTED MASONRY TO FRAME BEARING WALL CONNECTION (4)SIMPSON STRAP EDGES & 12" IN FOAM INSULATION R-4 LSTA15 FASTENED W/ FIELD ; 2x4 SYP @ 16" O.C. TO 48" HIGH 1/2" DRYWALL OVER NOT TO SCALE (12) 10d NAILS EACH I 2x6 SYP @16" O.C.48"TO 1x2 P.T. WD. FURRING , 72" IN HEIGHT o I 8"x8"X16" CONC. BLOCK SIMPSON SP4 OR SP1 WOOD BASE BEAM-SEE FLOOR o 4"X4"WOOD I V OR USP TP4X FROM 4" CONC. SLAB, 3000 PSI, W/ PLAN FOR SPECS POST CENTERED 2x4 P.T. i STUD TO BOT. PLATE FIBERMESH OR 6X6X10/10 WWM ON CBS WALL I DECORATIVE ON A 6 MIL VISQUEEN VAPOR ' , CBS WALL CEMENTIOUS LINTEL BARRIER W/ TAPED & LAPPED POST CONNECTED TO CBSLU COATING JOINTS OVER TERMITE TREATED, WALL W/SIMPSON ABU44 �� 1/2"x8'WEDGE ANCHOR C] (1) COURSE 9 BILK (4) 10d EACH SIDE FASTENED W/112"X 6"TITEN HID WELL OMPACTED EARTH ° . AT 32" O.C. —I ' OF 2x4 TO BEAM AND(12)6d NAILS INTO POST GRADE SHALL BE . = N4" BELOW FINISH SIMPSON HETA18 , 10d AT 4"O.C. BOTH SIDES FLOOR LINE / / / / / / / / / / / EACH END OF // // // // // // // // // EACH BEAM SEE FLOOR PLAN °o � FOR BEAM SPEC. i , SUPPORT COLUMN 8" CMU WALL a p 4x41POST2x4'sOR WOOD BEAM TO N1) CBS WALL ATTACHMENT KN E EWALL DETAIL = + . , (2)SIMPSON HETA18's W/(10) 16d EACH TO 16 W X 16 H CONC. FOOTING i / / / / / / -: ' ' •�� °��° + \, \ \ \ \ \ \ \,�� FILL MUST BE CLEAN AND r '-" " +, , POST rr nn r� �'= NOT TO SCALE NOT TO SCALE V W/(2) #5 BARS CONT. \�\\/\\ \\ \\/\\j�� :°. `� TYPICAL BLOCK r �; /%/ //i./ COMPACTED TO A MINIMUM WALL (OR AS NOTED ON FND. PLAN) OF 95% OF THE MODIFIED , ,I „ Imo\ ..a•oo... TYPICAL WALL SECTION PROCTOR MAXIMUM DRY DENSITY TIE BEAM ALTERNATE HOEDOWN: USE(2)SIMPSON MSTAM24 NOT TO SCALE WITH (9) 10d AND(5) u u - ' I 1/4"x2-1/4"TITENS (3) z' A.B . W/6' TRUSS CONNECTOR NOTES: VIN.EVB . • 1. PROVIDE SIMPSON (1)HETA 20 HURRICANE STRAP SPACED EQ. AT EACH TRUSS TO TIE-BEAM CONNECTION ~ ' HEADER AT RAISED ENTRY/CMU WALL 0R2„ WASHER UNLESS NOTED OTHERWISE. " II .II NOT TO SCALE (4) z" X 4-1/2" WEDGE ANC HOP II R703.4 Flashing. N5 N 6/15/21 Approved corrosion-resistant flashing shall be applied shingle-fashion in a manner to prevent entry of water ENTRY CMU COLUMN/HEADER ' into the wall cavity or penetration of water to the building structural framing components. Self-adhered MINIMUM 2x4 BAPS PER PLAN CROSS BRACING 2 #5 BAPS CONTINUOUS membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at NOT TO SCALE (SEE PLAN FOR w/25" MIN EAP � 1 #5 w/25" M N SAP the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C 920 Class 25 Grade i LOCATIONS) VERTICAL BAP AT CORNER MADISON_GC_CLARK_RIGHT P NS or greater for proper joint expansion and contraction, ASTM C 1281, AAMA 812, or other approved (3) 12d NAILS standard as appropriate for the type of sealant. The flashing shall extend to the surface of the exterior wall PER JOINT I finish. Approved corrosion-resistant flashings must be installed. Sher-Crete flexible concrete waterproofer or TYP. STUCCO equal. FILLED BLOCK 1#5 1X8 P.T. DOOR BUCK ATTACHED W/1-1/2""T"NAILS CONTINUOUS BOTTOM CHORD BRACING 1X2 P.T. FURRING 1/2"DRYWALL @ 4" FROM EACH END AND 2x4 MINIMUM BEAM CORNER DETAIL P1 13 JAN 21 12"O.C. (SINGLE LEAF) CROSS & FOOTING AT CORNER P2 02 MAR 21 CROSS BRACING DETAIL (TYP.) NOT TO SCALE P3 BRICK MOLDINGS NOT TO SCALE P4 1X2 P.T. FURRING NOT TO SCALE P5 WINDOW FRAME HINGED SWING DOOR PIS ATTACH CO BLOCK DETAILS AND THROUGHH WOODD WINDOW BUCK W/3/16"X 2-3/4"TAPCONS. FILL ALL HOLES. 1-1/4"MIN EMBEDMENT FOIL CASING OOR JAMB ATTACHED W/1/4"X 3 1/2"TAPCONS 1X4 P.T.WINDOW BUCK SPECIFICATION S @ 6"EACH END& 18"O.C. (SINGLE LEAF)& 12"O.C. (DBE LEAF) _ ATTACHED W/1-1/2""T"NAILS 1X2 P.T. FURRING 2X6 BLOCKING FOR @ 18"O.C.VERT 1/2"DRYWALL 2x6 PT with 1/2"x 7"wedge anchors with square washers BRACKETS TYP. STUCCO MOUNTING WAL BRACKET FOR WINDOW ATTACHMENT DETAIL EXT. SWING DOOR JAMB � GLIDE ROD 1/2"DRYWALL ATTACHMENT DETAIL 2x6 P.T. S.Y.P. BUCK NOT TO SCALE 1X2 P.T. FURRING � W A T E F2 — A I F2 — L A N [D ONE 1/2"x 1-5/8" LAG MOUNTING NOT TO SCALE SCREW PER TRACK BRACKET BRACKET FOR 5109 Grand Palmetto Waychrisbeers b u.net 941-628-0635 AS PER MANUFACTURER SPRING North Port, Florida 34291 049 @ y fax 413-487-9013 LO 1X2 P.T. FURRING � U Q � DOOR FRAME `.J ATTACH TO CONC. BLOCK 16 WEDGE ANCHOR 12 GA. GALV. STEEL VERTICAL TRACK TWO(MIN.) Digitally signed by Chri top er D Beers � _j THROUGH WOOD DOOR NOMINAL VERTICAL #5 1/4"TAPCON Christopher D LL JBUCK W/3/16"X 2-3/4"TAPCONS. REBAR(TYP.) TYPICAL GARAGE DOOR BUCK AND VERTICAL TRACK THRU 2X BLOCK DN: c=US, o=U naffi l iate , Z � o FILL ALL HOLES. 1-1/4"MIN EMBEDMENT Q INTO CMU; MIN. O � N z ET INSTALLATION DETAIL N.T.S. LENGTH OF 4" ou=A01410D00000172 927 F630000B2DA, (n U EO < CONCRETE FILLED CELL Bee r s w z cn=Christo her D Beers ��1 GARAGE DOOR BUCK INSTALLATION p v! 0 � 8"x16"CMU GARAGE DOOR SPRING BUCK INSTALLATION HEAD O o 1X6 P.T. DOOR BUCK USE 2x6 PRESSURE TREATED WOOD BUCKS ATTACHED WITH A MINIMUM OF FOUR 1/2"o WEDGE ANCHORS USE 2x8 PRESSURE TREATED WOOD BUCK Date: 2021.07.12 18:34: F�0 00 C — ATTACHED W/1-1/2""T" NAILS BUCK ABOVE GARAGE w C 0 � IL 8"X 16" C.M .U. DETAIL WITH 3"WASHERS STARTING AT 8" FROM EACH END OF SUFFICIENT HEIGHT TO TYP.STUCCO @ 18"O.C.VERT AND SPACED NO MORE THAN 32"o.c. ACCOMMODATE BRACKETS. ATTACH DOOR OPENING; ATTACH CONCRETE NAILS ® 4" O.C. CONCRETE NAILS AT 4"O.C. CHRISTO w NOT TO SCALE GARAGE OVERHEAD DOOR CONNECTION FLORIDA D NO. 64 94 = S.G.D. ATTACHMENT DETAILCn S1 NOT TO SCALE NOT TO SCALE STRUCTURAL Custom 9 8