Loading...
DUTTON ISLAND DR W MABRY DUPLEXLL F1 F5 F5 I=1 PRE-ENGINEERED TRUSS NOTES DESIGN OF PRE-ENGINEERED WOOD TRUSSES SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE OF FLORIDA AND SHALL COMPLY WITH NEPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS SHALL BE PROVIDED BY DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSS�S, HIB -91." FOR STRUCTURES DESIGNED AS PARTIALLY ENCLOSED, TRUSS ENGINEER TO PROVIDE SPACING REQUIREMENTS FOR BOTTOM CHORD BRACING OF THE TRUSS WITHOUT USE OF RIGID CEILING DIAPHRAGM. BY SIGNING AND SEALING THIS TRUSS LAYOUT, THE ENGINEER OF RECORD (EOR) MAKES NO CLAIMS REGARDING THE COMPONENT DESIGN THAT WERE PREPARED BY THE DELEGATED ENGINEER (TRUSS DESIGN ENGINEER) TO ACHIEVE THE FRAMING DEPICTED ON THIS SHEET, THE EOR DOES NOT CLAIM THE WORK CONTAINED ON THESE TRUSS LAYOUTS AS HIS OWN. THE EOR CERTIFIES THAT THE TRUSS AND BEAM SPAN DIRECTIONS, AND BEARING WALL LOCATIONS ARE THOSE WHICH THE SUPPORTING STRUCTURE WERE DESIGNED TO CARRY. DUTIES DELEGATED TO THE TRUSS DESIGN ENGINEER EXPLICITLY NOT COVERED BY THIS SEAL INCLUDE COMPONENTS (INDIVIDUAL TRUSS) DESIGN, TRUSS TO TRUSS CONNECTIONS, AND TRUSS TO TRUSS LOADING. J0B:56340A LOC:LOT 7 DUTTON ISLAND DR. W. PLAN:MABRY DESIGNER: MILES BENZIGER A3 JO13:5040B ALL TRUSS PLATES ARE ALPINE PLATES q, LOC:LOT 7 DUTTON ISLAND DR. W. APPROVAL# 1999-3 PLANVABRY Q A3 DESIGNER: MILES BENZIGER U U U U ENGINEER OF RECORD TO REVIEW' ALL TRUSS PLATES ARE ALPINE PLATES ALL BEAM AND TRUSS ENGINEERING APPROVAL 4 1999-3 AND SIZE HEADERS, COLUMNS AND CAPS WHERE NECESSARY. TRUSS FABRICATOR ENGINEER OF RECORD TO REVIEW WILL NOT BE RESPONSIBLE FOR ALL BEAM AND TRUSS ENGINEERING REPAIRS RESULTING FROM ATRUSS OR Al AND SIZE HEADERS, COLUMNS AND BEAM BEING INADEQUATELY SUPPORTED. CAPS WHERE NECESSARY TRUSS FABRICATOR WILL NOT BE RESPONSIBLE FOR _ ALL BEAMS ARE BOISE CASCADE VERSA -LAM SP M REPAIRS RESULTING FROM A TRUSS OR BEAM BEING INADEQUATELY SUPPORTED APPROVAL # 1644.1 BM -12-1.75" X 16" LVL 17' ;I BM -2 2-1.75" X 16" LVL 5' i HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISE - APPLICATION PART # APPROVAL # T I 1 11111 11 IN 11 11 1 -PLY TRUSS HUS26 FL474.192 TI FLOOR TRUSS THA422 FL474.413 1 06" i 25, 1 2'6• FIRST FLOOR TRUSS PLACEMENT PLAN MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPFCIFICATION S- SINGLE TRUSS BRACING 10 I°I I°I II II I°I II I°I T -BRACE FASTENED TO II WEB w/ 12d 0 6"O.C. T -BRACE TO BE THE SAME SIZE, SPECIES,°I AND GRADE AS WEB II TO 13E BRACED. I°I II LrU - 14 I°I . II 13RACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (LION) 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS AND ATTACHED TO EACH TRUS WITH 2-8d COMMON NAILS, AT GABLE END WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A PERMANENT TRUSS BRACING MAXIMUM SPACING OF 20 FEET SCALE: N.T.S. SECOND FLOOR TRUSS PLACEM H3 HURRICANE CLIP 0 EA. PROVIDE BLOCKING FOR ®RIDGE. OUTLOOKER TO TRUSS. 2x4 SYP# 2 OUTLOOKERS ROOF DECK 4-12d TOE NAILS (TYP,) 0 24" O.C. :-11--FROM D TOP TOE 2x4 SBOT. CHORDOF TRUSS 0 EA. X -BRACE (IF VERT. IS NOT PRESENT) 3-16d ® �I EA. VERT. (TYP.) I I I 2x4 SYP#2 X -BRACE. T PLAN. X -BRACE SFACING SCHEMA71C NOT A 4' MIN. NOTE A: ADDITIONAL BRACES AS REQ'D., EQUALLY SPAC D w/ SPACING OF 5-8" MAX TRIBUTARY AREA (sf) z (1)DIAGONAL BRACE PER F 0.131x3" TOE NAILS ® 8"O.C. W W (4) TRUSSES APPLIED � contact the E.O.R. M TO BACKSIDE OF WEB, m Uj Q SU BDI VISION EXPOSURE CATEGORY -- ------------B tj ENCLOSURE CLASSIFICATION - - - - - - - - - - - - - PART. ENCLOSED BRACING APPLIED TO � TO DBL. TOP PLATE INTERNAL PRESSURE COEFFICIENT - - - - - - - - - t 2-0.131x3' EA. END FRONT SIDE OF WEBS. 7 SIMPSON LTP4 Q 24" O.C. WALL SHEATHING UP CONTINUOUS LATERAL BRACING, SEE GABLE END TRUSS, TRUSS SHOP DRAWING FOR QTY. AND LATERAL BRACE w/16d CSA 4"O. C. 12" LONG LOCATION. IF MORE THAN (1) LATERAL BRACE IS NEEDED, OVERLAP BRACE 2x4 SYP#2 BLOCKING AS CEILING �/ AS SHOWN. -10d TOE -NAILED SINGLE TRUSS BRACING 10 I°I I°I II II I°I II I°I T -BRACE FASTENED TO II WEB w/ 12d 0 6"O.C. T -BRACE TO BE THE SAME SIZE, SPECIES,°I AND GRADE AS WEB II TO 13E BRACED. I°I II LrU - 14 I°I . II 13RACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (LION) 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS AND ATTACHED TO EACH TRUS WITH 2-8d COMMON NAILS, AT GABLE END WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A PERMANENT TRUSS BRACING MAXIMUM SPACING OF 20 FEET SCALE: N.T.S. SECOND FLOOR TRUSS PLACEM H3 HURRICANE CLIP 0 EA. PROVIDE BLOCKING FOR ®RIDGE. OUTLOOKER TO TRUSS. 2x4 SYP# 2 OUTLOOKERS ROOF DECK 4-12d TOE NAILS (TYP,) 0 24" O.C. :-11--FROM D TOP TOE 2x4 SBOT. CHORDOF TRUSS 0 EA. X -BRACE (IF VERT. IS NOT PRESENT) 3-16d ® �I EA. VERT. (TYP.) I I I 2x4 SYP#2 X -BRACE. T PLAN. X -BRACE SFACING SCHEMA71C NOT A 4' MIN. NOTE A: ADDITIONAL BRACES AS REQ'D., EQUALLY SPAC D w/ SPACING OF 5-8" MAX Lou Pontigo and Associates, Inc. 496 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 CA # 8344 CONTACT US WITH YOUR COMMENTS �COMMENTS@LP-A.COM / DEC„4 4 VALID ONLY WHEN SIGNATURE IS IN BLUE INK AND RAISED SEAL e REVISIONS BY TRIBUTARY AREA (sf) z W r - --- fix- ------ ;f ----- 0.131x3" TOE NAILS ® 8"O.C. W W CL Lou Pontigo and Associates, Inc. 496 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 CA # 8344 CONTACT US WITH YOUR COMMENTS �COMMENTS@LP-A.COM / DEC„4 4 VALID ONLY WHEN SIGNATURE IS IN BLUE INK AND RAISED SEAL e REVISIONS BY TRIBUTARY AREA (sf) z W COMPONENTS AND CLADDING: +34.0 -36.2 0.131x3" TOE NAILS ® 8"O.C. Do not scale dimensions from these +31.3 -33.5 CL m � contact the E.O.R. M FROM BOT. CHORD OF TRUSS w m Uj Q SU BDI VISION EXPOSURE CATEGORY -- ------------B tj ENCLOSURE CLASSIFICATION - - - - - - - - - - - - - PART. ENCLOSED � TO DBL. TOP PLATE INTERNAL PRESSURE COEFFICIENT - - - - - - - - - t 2-0.131x3' EA. END 7 SIMPSON LTP4 Q 24" O.C. WALL SHEATHING UP 2x4 SYP#2 BLOCKING @ 24"O. C. ATTACH GABLE END TRUSS, LATERAL BRACE w/16d CSA 4"O. C. 12" LONG 2x4 BLOCKING 2x4 SYP#2 BLOCKING AS CEILING �/ \ WITH -10d TOE -NAILED 2x4x8' SYP#2 LATERAL BRACE EA. NAILER (NOT CONTINUOUS) ATTACH 1INTO 1IBL. TOP PLATE. X -BRACE w/ 3-16d INTO EA. TRUSS. w/ 0.131x3" ® 8"O.C. STAG. / \ r -2---N GABLE END BRACING�OVERA2DED x ROD BLOCKIONG AND S0.0 PLATFORM FRAMING DETAIL GABLE T USS BOTTOM CHORD SEE KEYED NOTE 2, ON PLAN FOR BALLOON FASTEN ER SPECIFICATION. FRAMED GABLE END INFORMATION Lou Pontigo and Associates, Inc. 496 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 CA # 8344 CONTACT US WITH YOUR COMMENTS �COMMENTS@LP-A.COM / DEC„4 4 VALID ONLY WHEN SIGNATURE IS IN BLUE INK AND RAISED SEAL e REVISIONS BY SHEET INDEX SO.0-TRUSS PLACEMENT S1.0 -FOUNDATION PLAN S1.1 -FIRST FLOOR PLAN S2.0 -GENERAL SPECS. S2.1 -STD. FRAMING DETAILS LATERAL LOADS TRIBUTARY AREA (sf) z W COMPONENTS AND CLADDING: +34.0 -36.2 +34.0 -42.8 Do not scale dimensions from these +31.3 -33.5 CL m � contact the E.O.R. M MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - 24.0 FT w m Uj Q SU BDI VISION EXPOSURE CATEGORY -- ------------B U) ENCLOSURE CLASSIFICATION - - - - - - - - - - - - - PART. ENCLOSED SHEET INDEX SO.0-TRUSS PLACEMENT S1.0 -FOUNDATION PLAN S1.1 -FIRST FLOOR PLAN S2.0 -GENERAL SPECS. S2.1 -STD. FRAMING DETAILS LATERAL LOADS TRIBUTARY AREA (sf) INTERIOR ZONE EDGE STRIP: 'o' = 5'-0" COMPONENTS AND CLADDING: +34.0 -36.2 +34.0 -42.8 Do not scale dimensions from these +31.3 -33.5 DESIGN CODE: THE 2004 FLORIDA BUILDING RESIDENTAL CODE & ASCE 7-02 drawings. If a dimension is unclear refer to the Architectural drawings or BASIC WIND SPEED - - - - - - - - - - - - - 120 MPH contact the E.O.R. IMPORTANCE FACTOR - - - - - - - - - - - - - 1.00 MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - 24.0 FT ROOF PITCH --------------------6/12 BUILDING CATEGORY - - - - - - - - - - - - - - - - II SU BDI VISION EXPOSURE CATEGORY -- ------------B DUTTON ISLAND DR W ENCLOSURE CLASSIFICATION - - - - - - - - - - - - - PART. ENCLOSED LOT UNIT BLOCK INTERNAL PRESSURE COEFFICIENT - - - - - - - - - t .55 7 COMPONENTS & CLADDING DESIGN PRESSURES (PSF) TRIBUTARY AREA (sf) INTERIOR ZONE EDGE STRIP: 'o' = 5'-0" 10 +34.0 -36.2 +34.0 -42.8 50 +31.3 -33.5 +31.3 -37.4 100 +30.2 -32.4 +30.2 -35.0 APPTL1 TIG 6E CUSTOMER PLAN NAME GISY 0� AIN OFFICE STEVE MABRY 5611A DESIGN/DRAWN/CHECKED OCA 200'' AOB/ AG /LAP DATE 12.02.05 bit SCALE 1. THESE PRESSURES REPRESENT THE NET PRESSURE (SUM OF EXTERNAL &INTERNAL AS NOTED 2. PRESSURES) APPLIED NORMAL TO WALL SURFACES. JOB NO. 3. LINEAR INTERPOLATION BETWEEN VALUES OF TRIBUTARY AREA IS PERMISSIBLE. 56340 4. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD & AWAY FROM THE 5. EXTERIOR WALL SURFACE. SHEET ALL COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH 6, POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. COMPONENT & CLADDING ELEMENTS WITHIN A DISTANCE 'a' FROM OUTSIDE CORNERS OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE STRIP PRESSURES. OTHERWISE, USE INTERIOR ZONE PRESSURES. DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE Soso ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SHEET 1 OF 5 8" x 8" BOND BEAM w/ 1-#5 CONT. PROVIDE CORNER BARS (TYPICAL) I I Q \ N TOP OF FOOTING GARAGE CURB DETAIL GRADE OR CONC. SLAB, SEE PLAN. STEMWALL REINFORCEMENT CMU REINFORCING COURSES 1 TO 6 #4 VERT. @ 48"O.C. 7 TO 10 #4 VERT. 0 24"0. C. 11 TO 121 #4 VERT. 0 8"O.C, STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE, FILL CELLS SOLID. d a e ° 8"x16" 10"x20" 12"x24" t# c+ TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 1#5 CONTINUOUS, PROVIDE CORNER BARS (TYPICAL) MONO SLAB FOOTING AT PORCHES, WHEN SPECIFIED ON PLAN. / d SLAB ON GRADE, SEE PLAN. \ #4 DOWEL TO MATCH WALL REINFORCING. CONT. CONCRETE FOOTING 1-STORY,w/(2)#4 CONT. 2 -STORY, w/(3)#4 OR (2)#5 CONT. 3 -STORY, w/(3)#4 OR (2)#5 CONT. STEM WALL AND FOOTING S1.0 (SIM. AT PORCH EDGES w/o WALL) T0 % S_,_.o I I 1 1 I S1.0 S1.0 r -- ---------------------- 1=7-- _ _- _ - - - - - - - - _-I III I I ��I SLIDING GLASS DOOR SLIDING GLASS DOOR III 1 FRAMES MUST BE RECESSED I I FRAMES MUST BE RECESSED S1.0 SEE ARCHITECTURAL PLANS I ( SEE ARCHITECTURAL PLANS 51.0 FOR LOCATON OF SLIDING FOR LOCATION OF SLIDING GLASS DOORS. I I GLASS DOORS. .I I; all - I III. 1 r,l 10 -5 5 -8 8 10 8'- 10 15'- 10 " II __jL_ II 77 "I 1.0 F2.5 F2.5EE it tit r' Ln __ I I 101_211 I � 10'-2" 3 -1 8 I 3 I ( S1.0 3 CD o I! i 1 S1.0 S1.0 1 Iii i 00 S1.0 I I S1.0 00 L_ �- - -- - - ---- -- -- ---- - -,I 6 I I 6 7- _77 S1. iL_II S1. - S1.o - 4A S1.0 .0 j - - - \ I II II � I'•I 6B I I 6B I I S1.0 I I S1.o �I I I 1 CURB 1 r1I II g I' S1.0 I I I S I.0 v I S1.0 CURB I III I II i�'I I it II II II I'I I I II 4B 4B (S1.0) S1.0 S11.0 S1.0 S11.0 CURB CURB CURB SIMPSON PA51 STRAP ANCHOR EMBEDDED IN WALL FTG. EA. OF GARAGE OPENING SEE 6/S2.1. TYP, INTERIOR STUD BEARING WALL, SEECONSTRUCTION WOOD PANEL SHEATHING IF SPECIFICATIONS. SHEARWALL, SEE PLAN AND CONSTRUCTION SPECS. SILL PLATE CONNEC ON, UPLIFT CONNECTOR AT TOP SEE CONSTRUCTION PECS AND BOTTOM OF STUDS, AND GENERAL NOTE SEE SCHEDULE ON 7/S2.0. OMIT AT THREADED ROD ANCHORING SYSTEM i i ° / a SLAB ON GRADE, SEE PLAN. 3„ 24" 3-#5 CONT. 2 -STORY 8 DOUBLE BEARING DETAIL 1.0 S1.0 SCALE: 3/4" = 1'-0" SEE 6/S2.1 FOR GARAGE WING WALL DETAIL (TYP.) -_ _FOUNDATION PLAN - SCALE: 3/16" = 1'-0" 1#4 CONTINUOUS, PROVIDE CORNER BARS 3' EA. SIDE OF RECESS. (TYPICAL) 5 1/2 „ \ TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. GARAGE CURB DETAIL ;._._. CONT. BRICK LEDGE (AT BRICK ONLY) I SLAB ON GRADE, SEE PLAN. oZ ALT. FOOTING AT 6x8 OPT EXTENSION BUILDERS DISCRETION. FOR BRICK LEDGE ADD 12" 1 -STORY, w/(2)#4 CONT. 1-#5 CONT. 16" 2 -STORY, w/(3)#4 CONT. 20" 3 -STORY, w/(3)#5 CONT. MONOLITHIC EDGE FOOTING WOOD PANEL SHEATHING IF SHEARWALL, SEE CONSTRUCTION SPECIFICATIONS. UPLIFT CONNECTOR AT TOP AND BOTTOM OF STUDS, SEE SCHEDULE ON 7/S2.0. - OMIT @ THREADED ROD ANCHOR SYSTEM INTERIOR STUD BEARING WALL, SEE CONSTRUCTIO SPECIFICATIONS. SILL PLATE CONNECTION, SEE CONSTRUCTION SPECIFICATIONS AN GENERAL NOTES. 2-#5 CONT. / / a SLA ON GRADE, • • °° SEE AN. CV °° ° 4 3„ 3-#5 CONT. 2 -STORY 24" DOUBLE BEARING GARAG S1.0 SCALE: 3/4" = 1'-0" 0 DETAIL TYPICAL WALL FRAMING AND ANCHORAGE PER 1#4 EXTENDED CONSTRUCTION SPECS. TYPICAL WALL FRAMING STEP, 3' EACH SIDE 2-#5 CONT. AND ANCHORAGE PER SEE ARCH. OF RECESS. SLAB ON CONSTRUCTION SPECS. (TYP.) GRADE, Q° e STEP, SEE SEEPLAN. ° ARCH. � Q ° 1-#5 \� \ CONT., PROVIDE CORNER BARS (TYP.) /` • ° oo SEE 6B/S1.0 (4" MAX.) EQUAL TO SLAB � \ \ SEE ARCH PLAN , ------ THICKNESS. 1 -STORY, w/(2)#5 CONT. 511, ISLAB ON 6A ® CURB 6B @ SLAB 'RECESS 8"x20" 2 -STORY, w/(2)#5 CONT. i °e. ,, ! GRADE, MONO, FTG. d o. j / i j\/ \\ SEE PLAN. WALL FRAING 3 BEARING AT INTERIOR FROMTLOW TANDAANCHORAGEMPER SL B. 8 R, \ \\� CONSTRUCTION SPECS. S1,0 / /\/ \ / $\\\/\/\ SHOWER PAN SLOPES TO DRAIN, SEE ARCH STEP, SEE ARCH. PLAN. z /\� t1� /\\/ \\ PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. SLAB ON 1#5 CONT. SLAB ON \�\�L�� \\/\ SEED �� PLAN. \\ FOR MONOLITHIC OPTION, SEE 2/S1,0 SEE GRADE, LAN. \\�. °a / OR \\\ • ° ° ' /%\\/ \ 9 \\\ \\a • . I�\\/ FOR STEMWALL OPTION, SEE 1/S1.0 8"x16" THICKENED THICKENED EDGE\t" w/ 2-#5 CONT. w/ 1-#5 CONT.g"X'3" DETAIL A 8"x16" 1 -STORY, w/(2)05 CONT. 12"x12" DETAIL B 8"x20" 2 -STORY, w/(2)#5 CONT. 4 THICKENED SLAB 5 FOOTING w SHOWER RECESS 6 MONO. FOOTING AT STEP- OWN S1.0 S1.0 S1.0 FOOTING SCHEDULE AND NOTES TYPE LENGTH WIDTH DEPTH BOTTOM BARS F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA, WAY BOT. F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT, F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT, 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN, ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/FBC-R CHAPTER 4. 3. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. 4. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 5. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. DRILL &EPDXY #4 ® 18" O.C. & BEND DOWN INTO STAIR. CONC. STAIRS SECONDARY POUR #4® 18" O.C. DOWELS BEND 8" CMU STEMWALL w/ a ,\ INTO STAIRS. #5 VERT. HOOKED INTO \ FOOTING a 40" O.C. BEND 2'-0" INTO SLAB $ '41d ApP BEF (TYP) pFE�C' d o TYP. FTG. EXTEND TYP. FTG WIDTH, SEE STAIRS & PROVIDE DETAIL 1/S1.0 #4@ 18" O.C. E.W. [� CONCRETE STAIRS ON GRADE Lou Pontigo and Associates, Inc. 496 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 CA # 8344 CONTACT US WITH YOUR COMMBJTS COMMENTS@LP-A.COM f\ 44Q�' VALID ONLY WHEN SIGNATURE -IS IN BLUE INK AND kA1SED SEAL REVISIONS BY SO.0-TRUSS PLACEMENT S1.0 -FOUNDATION PLAN S1.1 -FIRST FLOOR PLAN S2.0 -GENERAL SPECS. S2.1 -STD. FRAMING DETAILS Do not scale dimensions from these drawings. If a dimension is unclear refer to the Architectural drawings or contact the E.O.R. C1 ioni\ncinni DUTTON ISLAND DR W LOT UNIT BLOCK 7 CUSTOMER PLAN NAME STEVE MABRY DESIGN/DRAWN/CHECKED AOB/ AG /LAP DATE 12.02.05 SCALE AS NOTED JOB NO. 56340 SHEET simo I I e z w � J m Q � WLLJm � Q C!1 SO.0-TRUSS PLACEMENT S1.0 -FOUNDATION PLAN S1.1 -FIRST FLOOR PLAN S2.0 -GENERAL SPECS. S2.1 -STD. FRAMING DETAILS Do not scale dimensions from these drawings. If a dimension is unclear refer to the Architectural drawings or contact the E.O.R. C1 ioni\ncinni DUTTON ISLAND DR W LOT UNIT BLOCK 7 CUSTOMER PLAN NAME STEVE MABRY DESIGN/DRAWN/CHECKED AOB/ AG /LAP DATE 12.02.05 SCALE AS NOTED JOB NO. 56340 SHEET simo I I e t H9 H9 SW -1 L 25 -------------- - -- I ALL HEADERS ARE H6; U.O.N. BM#1 © 0 _ H 8 c SW-1\�Ir i B S2.0 � "I - SEE 3 / FOR CONN. t N SEE 3B/S2.0, FOR CONN. i H12 GARAGE DOOR CONNECTION FASTEN EACH JACK STUD TO HEADER WITH MSTA24 w/(9 -10d EACH END) EACH SIDE OF OPENING. (TYP.) SWI -1 SW -1 I �I I � O ALL HEADERS ARE H6; U.O.N. ai t_ © B M # 1 _ ---� �T 1. N H8 H12_ - I' H8 !' W 1 I N� SEE 3B/S2.0, - --FOR CONN. N SEE 3B/S2.0, a i j FOR CONN. GARAGE DOOR CONNECTION FASTEN EACH JACK STUD TO HEADER WITH MSTA24 w/(9 -10d EACH END) EACH SIDE OF OPENING. (TYP.) cii I��I r'n X X X j X X X l\ l\ l\ IDI l\ l\ I\ H12_ H12 PROVIDE BLOCKING TYPICAL PORCH FRAMING NOTES BEAM TO POST (2)MSTA24 w/9 -10d EACH END BEAM TO WALL FRAMING SEE DETAIL 3/S2.0 FOR CONNECTION UPPER POST TO LOWER POST (MULTI -STORY) (2)CS16 w/9 -8d TO EACH END POST TO SLAB ABU44/66 w/6 -16d EA. END OR HTT16 w/1-3/4" ROD TO FTG. MIN. EXTERIOR BEARING WALL SCHEDULE FLOOR & ROOF LOADING FLEXIBLE FINISH - L/180 PLT. HT. STUD SIZE AND SPACING 8'-0" BM#1 B 3.2x4-SYP 8C/S2.0 2x4@12" OR (2)2x4@16" OR 2x6@16" O.C. 9'-0" PATH-UPLIFT/SUPPORT SCHEDULE THIS SHEET. 2x4@12" OR (2)2x4@16" OR 2x6@16" O.C. 10'-0" PLAN SPECIFICS. (2)2x4012" OR 2x6016" O.C. 12'-0" BE INCREASED TO CORRESPOND WITH STUD WALL SIZE 2x6@12" OR 2x8@16" O.C. USE THIS STUD TABLE UNLESS OTHERWISE NOTED ON PLAN. FOR EXTERIOR WALLS WITH BRITTLE FINISH SEE PLAN OR 0TH R� SCHEDULE. BETWEEN TRUSSES AT SHEATHING JOINT. SEE 6/S2.1 FOR GARAGE WING WALL DETAIL (TYP.) FIRST FLOOR FRAMING PLAN - SCALE: 3/16" = 1'-0" 1. BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE SECOND FLOOR FRAMING MEMBERS. 2. (�) INDICATES NODE OF FRAMING MEMBER, SEE LOAD PATH-UPLIFT/SUPPORT SCHEDULE THIS SHEET. 3. REFER TO PLAN NOTES AND KEYED NOTES AT RIGHT FOR PLAN SPECIFICS. 4. BUILT-UP POST SHOWN ON PLAN ARE MINIMUM AND MAY BE INCREASED TO CORRESPOND WITH STUD WALL SIZE SELECTED, 5. ALL EXTERIOR WALLS ARE SW -3. INSTALL ONE ANCHOR, PER SCHEDULE, ADJACENT TO ALL DOOR & WINDOW OPENINGS. (U.O.N.) LOAD PATH -SUPPORT/UPUFT SUMMARY PLAN - BRG. MEMBER NODE SUPPORT UPLIFT HT. BM#1 A 2.2x4 -SPF (2)HTS20+(2)H8 ROOF BM#1 B 3.2x4-SYP 8C/S2.0 2. A) INDICATES NODE OF FRAMING MEMBER, SEE LOAD o - PATH-UPLIFT/SUPPORT SCHEDULE THIS SHEET. 3. REFER TO PLAN NOTES AND KEYED NOTES AT RIGHT FOR PLAN SPECIFICS. 4. BUILT-UP POST SHOWN ON PLAN ARE MINIMUM AND MAY BE INCREASED TO CORRESPOND WITH STUD WALL SIZE SELECTED, 5, ALL EXTERIOR WALLS ARE SW -3. INSTALL ONE ANCHOR. ISE NOTED ON ITTLE FINISH ULE. PER SCHEDULE ADJACENT TO ALL DOOR & WINDOW OPENINGS. (U.O.N.) LOADING CHART NOTES: THESE BEARING NODES CORRELATE THE TRUSS PROFILES AND HAVE BEEN RE -LABELED AS FROM LEFT TO RIGHT. THE NODE LABELS GIVEN IN THE ENGINEERING HAVE BEEN DISREGARDED. WITH A,B,C,D,..., TRUSS UPLIFT CONNECTOR SCHEDULE CONNECTION UPLIFT (LBS) CONNECTION TO: DBL. TOP PLATE QB HEADER PQR OST (1)H8 Q3 (2)H3 < 745 (2)H8 < 1490 (2)MTS12 < 2000 (2)HTS20 < 2900* (2)HTS20+(2)H8 < 4390* *PROVIDE '/Z"o ROD ADJ. TO TONNECTORS NOTE: TRUSS CONNECTIONS SHOWN ON PLAN SHALL SIJPERSEDE TABLE. AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS AVOID NAILING CC""':.,IGT`; THROUGH TRUSS. WHEN USING STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP FROM EA. OTHER. TO TWO ALL HEADERS - ARE H6; U.O.N. X Q V) Cn x8 RIDGE BEAM 2x6 OVERFRAME RAFTERS @ 24" O.C. X H10 ,� X5t >d 18 9A X X2.1 A"91 SECOND FLOOR FRAMING PLAN - SCALE: 3/16" = 1'-0" HT. 1. BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE ROOF FRAMING MEMBERS. 0 2. A) INDICATES NODE OF FRAMING MEMBER, SEE LOAD o - PATH-UPLIFT/SUPPORT SCHEDULE THIS SHEET. 3. REFER TO PLAN NOTES AND KEYED NOTES AT RIGHT FOR PLAN SPECIFICS. 4. BUILT-UP POST SHOWN ON PLAN ARE MINIMUM AND MAY BE INCREASED TO CORRESPOND WITH STUD WALL SIZE SELECTED, 5, ALL EXTERIOR WALLS ARE SW -3. INSTALL ONE ANCHOR. ISE NOTED ON ITTLE FINISH ULE. PER SCHEDULE ADJACENT TO ALL DOOR & WINDOW OPENINGS. (U.O.N.) MIN. EYTERIOR BEARING WALL, ROOF LOADING ONLY FLEXIBLE 11iNISH - L/180 SCHEDULE PLT. HT. STUD SIZE AND SPAGING 8'-0" 2x4@16" O.C. o - 9'-0" 2x4@16" O.C. o 10'-0" 2x4912" OR (2)2x4 P16" OR 2x6@16" O.C. 12'-0" 2x6@16" O.C. USE THIS STUD -TABLE UNLESS OTHER PLAN. FOR EXTEKI )R WALLS WITH B SFF PLAN OR OTHER SCHE ISE NOTED ON ITTLE FINISH ULE. SYMBOL LEGEND - - WOOD BEAM OR TRUSS INTERIOR LOAD BEARING WALL 2x6 STUD WALL ® 16" O.C. SW# SHEARWALL SEGMENT. STEP, SEE ARCHITECTURAL PLANS BRACE GABLE END PER 2/SO.0 OR SEE KEYED NOTE 2 FOR BALLOON FRAMING. CONVENTIONALLY STRAPED AREA, SEE 7/S1.0 BM### BEAM, PER TRUSS PACKAGE, U.O.N. FB# FLOOR BEAM, PER TRUSS PACKAGE, U.O.N. H# HEADER, SEE SCHEDULE BELOW, ® BUILT-UP POST WITHIN THE WALL, SEE PLAN AND SUPPORT CALLOUT LTT20B (SIMPSON) OR PROVIDE CSPH4/6 w/'/Z" ANCHOR BOLT O HDQ8 (SIMPSON) 4" FROM STUD. ® HTT16 (SIMPSON) ♦ PA51 (SIMPSON) 0 HTT22 (SIMPSON) X THREADED ROD ® HTS20 (SIMPSON) PHD2 (SIMPSON) HEADER SCHEDULE (MINIMUM SIZE) SYMBOL HEADER MAXIMUM JACK KING OPENING STUDS STUDS H6 (2)2x6 4'-4" 1 1 H8 (2)2x8 6'-4" 1 2 H10 (2)2x10 8'-4" 1 3 H12 (2)2x12 10'-4" 2 3 H9.25 (2)9.25" LVL PER PLAN 2 3 H11.88 (2)11.88" LVL PER PLAN 2 3 H14.00 (2)14.00" LVL PER PLAN 3 3 H16.00 (2)16.00" LVL PER PLAN 3 3 TYPICAL PLAN NOTES: 1. BEAMS & HEADERS SUPPORTING ROOF FRAMING (EITHER DIRECTLY OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS ROOF FRAMING) SHALL BE SUPPORTED BY (3)2x SPF#2 TO MATCH WALL DEPTH (U.O.N.). FASTEN BEAM TO POST WITH (2)HTS20. FASTEN POST TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE OMITTED IF THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND A THREADED ROD IS WITHIN 6" OF THE SUPPORT POST. 2. SEE 4/S2.1 FOR ATTACHMENT OF INTERIOR SHEARWALL TO FLOOR AND DETAIL 5/S2.1 FOR ATTACHMENT TO THE ROOF, 3. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE ALT C. OF 5/S2.1 (TYPICAL) 4. FOR GENERAL UPLIFT REQUIREMENTS, SEE ANCHORING SYSTEM IN CONSTRUCTION SPECS ON S2.0. 5. CHIMNEY FRAMING (IF APPLICABLE), SEE DETAILS 15 & 16/S2.1. 6. 'POST FROM ABOVE' WHEN NOT BEARING ON BEAM, INDICATES THAT THE SAME SIZE AND SPECIES POST SHOWN ON THE 2ND FLOOR SHALL BE PLACED ON THE 1ST FLOOR ALIGNED w/ THE UPPER POST, PROVIDE SOLID BLOCKING WITHIN THE FLOOR SYSTEM. FASTEN UPPER LEVEL POST TO LOWER LEVEL POST OR TO LOWER LEVEL BEAM WITH (2)CS16 STRAPS AND FASTEN TO FOUNDATION w/ HTT16 U.O.N. ON PLAN 7. FOR BEARING WALL AND HEADER NOTES, SEE CONSTRUCTION SPEC. 8. ALL EXTERIOR WALLS ARE SW -3. INSTALL ONE ANCHOR PER SCHEDULE, ADJACENT TO ALL DOOR AND WINDOW OPENINGS. (LION) 9. TYPICAL BUILT-UP STUD/POST AT ALL MULTI -PLY TRUSSES AND BEAMS, PROVIDE A BUILT-UP POST COMPOSED OF MULTIPLE WALL STUDS EQUAL TO THE NUMBER OF TRUSS OR BEAM PLIES. (U.O.N.) KEYED PLAN NOTES: 1. PROVIDE INTERMEDIATE JACK STUDS BETWEEN OPENINGS. EACH JACK STUD TO !-'FADER w/MSTA34 AND TO BOTTOM PLATE w/SPH4/6, 1/2" ANCHOR BOLTS TO BE PLACED WITHIN 4" OF EACH JACK GROUP. 2. PLACE GABLE END TRUSS TO THE INTERIOR FACE OF BALLOON FRAMED WALL AND FASTEN TRUSS VERTICALS TO FIREBLOCKING BETWEEN WALL STUDS w/2 -12d COMMON WIRE NAILS 0 12" O.C. AND FASTEN TRUSS TOP & BOTTOM CHORDS TO BALLOON FRAMED WALL STUDS w/ 2-12d COMMON WIRE NAILS AT EA. STUD, FASTEN GABLE END TRUSS w/ SIMPSON H8 AT EACH END. CONVENTIONALLY STRAP WALL U.O.N. 3. SHEATH WALL FULL HEIGHT DOWN TO FLOOR FRAMING BEFORE ROOF DECKING. 4. H10F OR H12F SYP#2 BEAM w/ '/2" CDX PLYWOOD FLITCH GLUED & NAILED w/ 3 -ROWS OF 12d COMMON WIRE NAILS ® 6" O.C. (STAGGER FROM EA. SIDE) 5. PROVIDE SPF#2 SOLID BLOCKING AT 24" O.C. BETWEEN THE GABLE END TRUSS AND THE FIRST INTERIOR TRUSS (TO MATCH TOP AND BOTTOM CHORD DEPTHS). INSTALL AN INFILL 2x4 SPF#2 STUD WALL ALONG THE RAKE OF THE TOP CHORD AND FASTEN THE INFILL WALL PLATES DIRECTLY TO THE BLOCKING ALONG BOTH THE TOP AND BOTTOM CHORDS w/3 -12d COMMON WIRE NAILS AT EACH INTERSECTION. 6. CURVED WALLS SHALL BE CONSTRUCTED OF STUDS AT 12" O.C. SHEATHED WITH Y," CDX PLYWOOD INSTALLED WITH THE STRONG AXIS VERTICALLY ON BOTH THE INTERIOR AND EXTERIOR SURFACES OF THE WALL. FASTENING SHALL BE WITH 8d COMMON WIRE NAILS 0 6" O.C. EDGE AND FIELD. HEADERS SHALL BE CURVED PLYWOOD BEAM MINIMUM OF 24" DEEP GLUED AND NAILED PER SHEATHING SPECIFICATIONS. 7. OVERFRAME GABLE PONY WALL OVER ROOF TRUSSES. PROVIDE 2x4 BLOCKING BETWEEN TRUSSES ® 24" O.C. FASTEN BLOCKING EA. END w/SIMPSON A34 CLIP. ANCHOR WALL TO FRAMING PER SCHEDULE 7/S2.0. S. WALL SEAT FRAMING, PROVIDE (2)2x4 BLOCKS BETWEEN TRUSSES FASTENED EA. END w/ (2)A35 CLIPS TO SUPPORT WINDOW SEAT. 9. CONVENTIONALLY FRAMED HIPS AND RIDGES WHERE NOTED ON PLAN PROVIDE (2)2x4 SYP#2 KING POST FASTEN TOP AND BOT. w/ (2)HTS�(J.,p 10. FASTEN POST TO FRAMING BELOW w/ (2)CS16 OR (2)MSTPaCI�.t `1 Lou Pontigo and Associates, Inc. 496 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 CA # 8344 CONTACT US WITH YOUR COMMENTS \,COMMENTS@LP-A.COM / ,\ A P 0 N1 I � d �4 til rzi' 71 P E Ih 51-11 VALID ONLY WHEN SIGNATURE IS IN BLUE INK AND RAISED SEAL REVISIONS BY ('SHEET INDEX SO.0-TRUSS PLACEMENT S1.0 -FOUNDATION PLAN S1.1 -FIRST FLOOR PLAN S2.0 -GENERAL SPECS, S2.1 -STD. FRAMING DETAILS Do not scale dimensions from these drawings. If a dimension is unclear refer to the Architectural drawings or contact the E.O.R. SUBDIVISION (DUTTON ISLAND DR W LOT UNIT BLOCK 7 CUSTOMER PLAN NAME STEVE MABRY DESIGN/DRAWN/CHECKED AOB/ AG /LAP DATE 12.02.05 SCALE AS NOTED JOB NO. 56340 SHEET im SHEET 3 OF 5 z w � o - m o w or. m UJIQ v� ('SHEET INDEX SO.0-TRUSS PLACEMENT S1.0 -FOUNDATION PLAN S1.1 -FIRST FLOOR PLAN S2.0 -GENERAL SPECS, S2.1 -STD. FRAMING DETAILS Do not scale dimensions from these drawings. If a dimension is unclear refer to the Architectural drawings or contact the E.O.R. SUBDIVISION (DUTTON ISLAND DR W LOT UNIT BLOCK 7 CUSTOMER PLAN NAME STEVE MABRY DESIGN/DRAWN/CHECKED AOB/ AG /LAP DATE 12.02.05 SCALE AS NOTED JOB NO. 56340 SHEET im SHEET 3 OF 5 DESIGN SPECIFICATIONS: SIMPSON APPROVAL CODES: 1) TOP PLATE SPLICE SHALL NOT CONSTRUCTION SPEC. ' ROD EMBEDMENT DEPTH PER ROD NOTES DESIGN CODE: 2004 FLA. BUILDING CODE - RESIDENTIAL (FBC-R) OCCUPANCY RESIDENTIAL GROUP R-3 (SINGLE & MULTI -FAMILY) PLAN ADJACENT TO GIRDER TRUSS CONNECTOR FASTENERS CODE CONSTRUCTION: TYPE VI, UNPROTECTED DESIGN LOADS: ACTUAL AND UNIFORM 26-16d EA. END A35 12-86x1'/z" FL474.4 DEFLECTION CRITERIA: ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 FLOOR FRAMING: LIVE LOAD L/480 AND TOTAL LOAD L/160 NUT AND WASHER 1 PER ROD NOTES 6 MAX LTP4 12-8dx1'/2" FL474.258 H2.5A 5-8d EA. END FL474.115 ROOF LOADING (cd=1.25) FLOOR LOADING (Cd=1.00) TOP CHORD LIVE LOAD 20 psf TOP CHORD LIVE LOAD 40 psf TOP CHORD DEAD LOAD 7 psf TOP CHORD DEAD LOAD 10 psf BOTTOM CHORD LIVE LOAD 10 psf BOTTOM CHORD LIVE LOAD 0 psf BOTTOM CHORD DEAD LOAD 5 psf BOTTOM CHORD DEAD LOAD 5 psf NAND LOADIN G - ASCE 7/98 - SEE SHEET SO.0 FOR LATERAL LOADS AND COMPONET & CLADDING. / FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED IN ACCORDANCE 7 WALL STUDS & SHEATHING PER BRG WALL SCHED. &GENERAL NOTES. THREADED ROD H3 4-8d EA. END FL474.116 H8 5-10dx1.5" EA. END FL1423.7 MTS12 7--06x1'/z" EA. END FL474.325 HTS20 24-10dx1V," EA. END FL538.9 w/ FBC SECTION 1609.4.3, SPECIFICALLY, ATTIC FLOOR LIVE LOADS CONBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED w/ DEAD LOAD. SEE FBC-R 1609.4.3 FOR ALL REQUIRED TRUSS ENGINEER SHALL BE RESPONSIBLE SYSTEM PER ROD j NOTES AND PLAN MSTA24 9-10d EA. END FL1901.57 MSTA36 13-10d EA. END FL1901.59 FOR ALL TRUSS -TO -TRUSS CALCULATIONS AND CONNECTIONS (UNLESS A SPECIAL CONNECTOR DESIGN IS REQUIRED AND it NOTED ON TRUSS LAYOUT) SPECIFICATIONS. .AND EPDXY, 12" EP:^ FD mm APS GIRDER TRUSS OR BEAM w/ 6" 5 6 POST BEL( GIRDER, S PL. 9-10d EA. END SILL ANCHOR IN FILL ROUGH OPENING RADON COMPLIANCE: BUILDING CONTRACTOR SHALL DETERMINE IF THE SITE IS LOCATED IN AN AREA WHERE LOCAL ORDINANE MSTAM24 FL1901.61 BETWEEN RODS PER SEE ARCH. REQUIRES COMPLIENCE WITH APPENDIX B, FBC 2004, "FLORIDA STANDARD FOR PASSIVE RADON RESISTANT CONSTRUCTION." IN SUCH CASES, THE SLAB -ON -GRADE SHALL BE CAST WITH A MINIMUM STRENGTH OF 3000PSI AND SLAB CONTROL JOINTS SHALL BE SEALED AGAINST SOIL -GAS ENTRY. CONTRACTOR IS RESPONSIBLE FOR FULLY COMPLIYING WITH THE STANDARD. MATERIAL SPECIFICATIONS. CAST -IN-PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS CONCRETE IN MASONRY UNITS: SHALL BE CONCRETE MASONRY UNIT IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR (ASTM C 270). IN ACCORDANCE WITH ACI 530, KN MBINATION WITH TYPE M OR S MORTAR PROVIDES A DESIGN COMPRESSIVE STRENGTH (f'm) OF 1500 PSI GIRDER TRUSSES & 5-/, x2-/, TITENS 1) TOP PLATE SPLICE SHALL NOT CONSTRUCTION SPEC. ' ROD EMBEDMENT DEPTH PER ROD NOTES OCCUR BETWEEN THE KING STUDS PLAN ADJACENT TO GIRDER TRUSS MSTC28 18-16d EA. END FL1901.63 MSTC40 26-16d EA. END FL1901.64 WINDOWS, AND NAIL WITH 8d 0 3" MSTC66 38-16d EA. END Fu901.67 MGT 22-10d TO TRUSS FL1423.15 O.C. IF CRIPPLE STUDS ARE USED 1-'/2"0 ROD TO FTG. ATTACH SPH4/6 TO CRIPPLES AND LOCATE ROD WITHIN 6" OF KING ATTACH CRIPPLE TO HEADER WITH STUD. FOUNDATIC SEE PL SPECIAL REQUIREMENTS AT WINDOW/DOOR OPENINGS, GIRDER TRUSSES & WIDE ROD SPACING: 1) TOP PLATE SPLICE SHALL NOT ($)WHERE ROD IS SPECIFIED ON OCCUR BETWEEN THE KING STUDS PLAN ADJACENT TO GIRDER TRUSS AND THE FIRST THREADED ROD. OR BEAM, LOCATE ROD WITHIN 6" NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. OF POST. 02 PROVIDE FULL SHEATHING ABOVE SEE WINDOWS, AND NAIL WITH 8d 0 3" © AT OPENINGS GREATER THAN O.C. EDGE AND FIELD. 4'-2", ATTACH DOUBLE TOP PLATE DOUBLE TOP PLATE TO HEADER WITH SPH4/6 0 32" (j)FOR ROD SPECIFIED ON PLAN O.C. IF CRIPPLE STUDS ARE USED ADJACENT TO WALL OPENINGS, ATTACH SPH4/6 TO CRIPPLES AND LOCATE ROD WITHIN 6" OF KING ATTACH CRIPPLE TO HEADER WITH STUD. H3. (4)PROVIDE AN ADDITIONAL ROW OF (2)WHEN ROD SPACING EXCEEDS SD NAILS @ 6" O.C. INTO ONE OF 5'-4", PROVIDE AN ADDITIONAL THE KING STUDS ADJACENT TO ALL ROW OF 8d NAILS 0 6" O.C. INTO OPENINGS (IN ADDITION TO OTHER DOUBLE TOP PLATE. STAGGER THIS NAILS SPECIFIED IN GENERAL NAILING TYPICAL NAILING. NOTES. TO BE USED AT ENDS 6 MULTIPLE STUDS AT END OF MAX SHEARWALL, SEE SHEARWALL 0 48" O.C. S2.0 SSP MAY BE USED IN LIEU OF SPH4/6 HOWEVER - SPACING SHALL BE REDUCED BY HALF. PROVIDE 1-MSTA24 FASTENED EA. JACK SPECIFICATIONS. .AND EPDXY, 12" EP:^ FD mm APS THE 1900 PSI BLOC I CO 10-SDS/,.3 TO TO TRUSS PHD2 FL503.27 SEE 18/52.1 FOR ' GROUT: THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 1-'/2"0 ROD TO FTG. 4O" MAX SILL ATTACHMENT. FASTEN CORNER POST : .x PLACED AT AN 8" TO 11" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS WHEN TESTED TOGETHER w/12d COMMON FL503.26 � 6 IN ACCORDANCE WITH ASTM C 1019. PHD5 i4-SDS'/,x3" TO TRUSS 6� )• REINFORCING STEEL: SHALL BE ASTM A615, GRADE 40. 1-5/9-0 ROD TO FTG. ANCHORING SYSTEM MAX $" " O.C. (STAGGERED 18-16d TO TRUSSSCHEMATIC AND SPECIFICATIONS STRAIGHT 4 `L1 NOTE: ONLY ONE CORNER POST STRUCTURAL STEEL' SHALL BE ASTM A36. HTT16 FL503.20 1 WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. i-'/2"0 ROD TO FTG. S2.O QQL. ROD INSIALLA11 ROD IS REQ'D AT 32-166 TO rRuss HTT22 FL503.21 SSP MAY BE USED IN LIEU OF SPH4/6 HOWEVER SPACING SHALL BE REDUCED BY HALF. TYP. CORNERS. ANCHOR BOLTS AND THREADED RODS: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. 1-%"o ROD TO FTG. WR SHA L BE IN ACCORDANCE WITH ASTM A500 (GRADE B) '/ •' T THREADED ROD TERMINATES AT INTERMEDIATE LEVEL w/ NUT AND W; 'FHIFR. FLOOR J MAXIMUM ROD CONVENTIONALLY STRAP WHERE MAX. ROD THREADED ROD TERMINATES SPACIr1G PER SCHED. SPACING IS EXCEEDED, SEE DETAIL 7/S2.0. AT UPPERMOST TOP PLATE I-- w/ NUT AND WASHER. I I I I I I I i I I i FASTFN THREADED ROD PER FOUNDATION ADDITIONAL ANCHOR BOLTS CONSTRUCTION SPECS. NOT SHOWN PER CONSTRUCTION SPECS. 2 ANCH RING SYSTEM SYMBOL DEFINITIONS S2.0 ASHE S. L HDos zo-sos ,x3 o rRuss FL1463.25 77 (2)SIMPSON MSTA24 B SHEARWALL 2 ROWS 16d NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. SPH4 I5 032" O.C. SPH4 6 032" O.C. 1-7/5"0 ROD TO FTG. SEE LAN SHEARWALL, SEE PLAN z SEE PLAN. AS A STUD -TO -PLATE CONN. w/(12)1Odx1.5" DOUBLE TOP PLATE IN GENERAL NOTES 1.9E COMMON WIRE ANCHORING ADHESIVE' SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): HTTI6 TO 9' WIDE HTTI6 TO 12' WIDE SEE SHEARWALL SPECS, SW3: CS16 TO 4' WIDE CS16 TO 6' WIDE 8d COMMON WIRE NAILS 0 6" O.C. EDGE & 6" O.C. FIELD F FOR CONVENTIONAL r-SYP #2, MATCH FRAMING w/ (3) CS16 OR AS INDICATED ON PLAN. MICROLLAM 0 12" O.C. STRAPPING ALTERNATE 30 -SDS '/,x2'/2" 21'/2" 14710 VERT. TIES 0 16" O.C., AND WEEP. HOLE TO BE USED AT ENDS I SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF T THE FOUNDATION AND TO THE UPPERMOST PLATE '/2"0 A307 THREADED RODS, ORIENTED AT THE LOCATIONS INDICATED IN THESE OF SHEARWALLS. HEADER, 0 48" O.C. S2.0 SSP MAY BE USED IN LIEU OF SPH4/6 HOWEVER - SPACING SHALL BE REDUCED BY HALF. PROVIDE 1-MSTA24 FASTENED EA. JACK POST/BEAM TO POST. ;r .AND EPDXY, 12" EP:^ FD OF ST APS STUD TO HEADER. \ INTO I;1rr�O , AF 1- :1. SEE PLAN 1/2" ROD (23/4" MIN. I }.,L DI"TANCE) SHEA WALL SIDE OF TRUSS SHEARWALL BUILT-UP POST, 5/8 "0 ROD Cs� 8A, F nriC' 8C SEE PLAN SEE PLAN SEE PLAN FOR ATTACHMENT 7/6 "0 ROD r SID I I I I I I I i I I i FASTFN THREADED ROD PER FOUNDATION ADDITIONAL ANCHOR BOLTS CONSTRUCTION SPECS. NOT SHOWN PER CONSTRUCTION SPECS. 2 ANCH RING SYSTEM SYMBOL DEFINITIONS S2.0 ASHE S. L HDos zo-sos ,x3 o rRuss FL1463.25 DOUBLE TOP PLATE PORCH HEADER, (2)SIMPSON MSTA24 B 2 PLY 2 ROWS 16d NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. SPH4 I5 032" O.C. SPH4 6 032" O.C. 1-7/5"0 ROD TO FTG. 6 IN. SYP #2, MATCH STUD WIDTH. z SEE PLAN. AS A STUD -TO -PLATE CONN. w/(12)1Odx1.5" DOUBLE TOP PLATE E 1.9E COMMON WIRE ANCHORING ADHESIVE' SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): HTTI6 TO 9' WIDE HTTI6 TO 12' WIDE 6-10d TO HEADER SW3: CS16 TO 4' WIDE CS16 TO 6' WIDE 8d COMMON WIRE NAILS 0 6" O.C. EDGE & 6" O.C. FIELD F NAILS r-SYP #2, MATCH FRAMING w/ (3) CS16 OR AS INDICATED ON PLAN. MICROLLAM 0 12" O.C. SIMPSON STRONG -TIE CO., PRODUCT: EPDXY-TIE SET OR APPROVED EQUAL. LUS28 FL474.284 44106 TO JOIST SIMPSON STRONG -TIE CO., PRODUCT: ACRYLIC -TIE SET OR APPROVED EQUAL. 14-166 TO HEADER METAL CONNECTORS. ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED, Z -MAX OR SS. HUS26 FL474.284 CONSTRUCTION SPECIFICATIONS: 6-16d TO JOIST 36-i6d TO BRG. MEMBER WALL FRAMING ROOF ASSEMBLIES: ROOF ASSEMBLIES SHALL BE IN ACCORDANCE WITH FBC. HGUS282 FL474.139 PER 11/S2.1. 12-16d TO BRG. MEMBER AL SHEATHING FOOTING AND FOUNDATIONS: SOIL BEARING (DESIGN MAXIMUM): 2500 PSF. IF THE FOOTING ELEVATIONS SHOWN OCCUR INA 14-1sd To HEADER OMITTED FOR DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED, UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE HU410 FL1218.148 PORCH BEAM CLARITY. COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS 6-16d TO JOIST OPTION A FOOTINGS PROVIDE #3 0 48" O.C. OR ROD CHAIRS, PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. Aeu4a 5/,'o ROD w/ 12-i6d FL474.21 REINFORCED CONCRETE: DESIGN PER ACI 318 LATEST EDITION, f'c = 2500 PSI. ALL REQUIRES COMPRESSIVE STRENGTHS (UNLESS ASU66 5/e"0 ROD w/ 12-16d FL1725.1 DOUBLE TOP PLATE PORCH HEADER, OTHERWISE NOTED ON PLAN) 2-5/5"0 BOLTS TO BEAM SYP #2, MATCH SEE PLAN. CC44 FL121812 STUD WIDTH. MASONRY: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS 2-5/•"0 BOLTS TO POST WITH TYPE 'S' MORTAR, WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT, SPLICES IN REINFORCING, WHERE PERMITTED, 4-5/a"0 BOLTS TO BEAM CC66 FL1218.18 SHALL BE 48 BAR DIAMETERS ALL CELLS BELOW FINISHED SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED 5/,"0 /e'•0 BOLTS TO POST FULL HEIGHT WITH - #4 0 4'-0" O.C. MAX. 4 AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY PA51 9-i6d (EMBED ANCHOR) FL474.335 (HANGER PSON HUSC28-2 OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT/a"m Roo To FTG. w/ 6-166 REINFORCING SHALL BE A MINIMUM OF 6". IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE HD10A FL503.s HEADER AND ENGINEER SHOULD BE NOTIFIED. 4-5/8"0 BOLTS To TRUSS HE TO WALL WOOD: ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE SET SIMPSON EPDXY-TIE FL402.3 PORCH BEAM FRAMING. PRESSURE -TREATED. WOOD FRAMING SHALL BE IN ACCORDANCE WITH CHAPTER 23 OF THE FLORIDA BUILDING CODE, UNLESS AT SIMPSON ACRYLIC TIE FL2304.1 OPTION B OTHERWISE NOTED HEREIN. PT LUMBER INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE CS20 9-8d TO MEMBER EA. END FL1901.6 HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. 6-106 TO STUD' PORCH BEAM BEARING WALL NOTES: HEADER NOTES SPI FL474,384 1. DOUBLE TOP PLATES AND SILL PLATES SHALL BE SYP #2 1. TYP. HEADER SYP #2 U.O.N. ON PLAN. 4-10d TO TO TOP PLATE 3 CONNECTION .2. PLATES IN CONTACT w/ CONCRETE OR CMU SHALL BE P.T. 2. JACK AND KING STUDS SPF#2. 6-10d TO STUD WHEN 3. SILL PLATE ANCHORS PER GENERAL NOTES. 3. SEE DETAIL 7/S2.0 FOR TYP. FRAMING. SP2 FL474.385 OTE S2.0 4. STUD SIZE & GRADE ON STRUCTURAL PLANS SUPERSEDE THIS TABLE, 4. HEADERS ON PLAN SUPERCEDE THIS TABLE. 5-10d TO TO TOP PLATE 5. MIN. OF SPF UTILITY GRADE FOR INTERIOR NON-BRG. TOP PLATES. 5, PROVIDE (2)2x12 SYP#2 HEADER 0 GARAGE U.O,N. 6. USE SPF#2 OR BETTER FOR ALL WALLS IN THESE PLANS. SPa 6--06x1.5" TO STUD FL474.386 7. SPACE STUDS AT 24" O.C. IN NON -LOAD BEARING WALLS. 8. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR SPH4 10-106x1.5" TO STUD FL538.34 CONNECTOR F FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWISE ON PLAN. SPH6 10-10dx1.5" To STUD FL538.35 2nd LVL KING STUDS TO GENERAL EPDXY EMBEDMENT. (SEE ANCHORING SYSTEM BELOW FOR ADDITIONAL INFORMATION) EMBEDMENT OF RODS OR REBAR 4-10d TO STUD 1st LVL FRAMING. DOWELS SHALL BE 12 BAR DIAMETER MINIMUM (UON), HOLES SHALL BE V," LARGER THAN REBAR SIX AND '/e" LARGER THAN SSP FL1423.21 THREADED ROD SIZE, 1-lod To To TOP PLATE SHEATHING SPECIFICATIONS: TO STUD CATIONS: DSP FL1423.21 PROVIDE SHINGLE ROOF - 14/32" APA RATED SHEATHING, NAILED w/8d COMMON NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (0 GABLE ENDS 1-10d TO TO TOP PLATE SOLID DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). 44106 TO STUD BLOCKING TILE ROOF - 19/32" APA RATED SHEATHING, NAILED w/8d COMMON NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (0 GABLE ENDS LTr20e Fua23.2) BETWEEN FLOORS. DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). ---od TO To TOP PLATE BRICK LINTEL SCHEDULE AND WALL - 14/32" APA RATED SHEATHING, NAILED w/ 8d COMMON WIRE 0 6" O.C. EDGE AND 6" O.C. FIELD. PROVIDE 2x4 BLOCKING AT ALL JOINTS. AT WALLS WITH STUCCO FINISH, PANELS SHALL BE ORIENTED LOG DIRECTION PERPENDICULAR TO WALL STUDS. MISC. BRICK SPECIFICATIONS FLOOR - 23/32" APA RATED STURD-I-FLOOR SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD LINTEL MIN. MAX. DIMENSION BRG. SPAN STUD WIDTH. 1/,"x2-3/4 N MSTA 4 w 4 (2)SIMPSON 2 /( ) TITEN SCREWS TO FTG. AND (9) 10dx1'/2" NAILS TO STUD. BUILT-UP POST SEE PLAN. 7 FOR NAILING SEE DET. 5/S2.0. ALTERNATE \ CONNECTION \ SILL PLATE AND 4". /- ANCHOR. o (2)SIMPSON SPH4/6, 4 ,RCD ALTERNATE IliiS2.0 CONNECTOR A DOUBLE TOP PLATE TO WALL STUD. PORCH - '/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE AND FIELD, (OR GREATER) CDX PLYWOOD, w/ 6d COMMON NAILS 0 6" O.C. EDGE AND FIELD OSB, w/ 8d COMMON WIRE NAILS ®6" O.C. EDGE AND FIELD. HARDIPANEL SHEATHING: WHERE HARDIPANEL SHOWN USE 5/16" HARDIPANEL SHEATHING FASTENED WITH 6d NAILS 0 6" O.C. EDGES & FIELD. WHEN SW -3 IS NOTED FASTEN WITH 8dx2'/2 GALV. COMMON WIRE. IF SW -1 IS SHOWN. PROVIDE WOOD PANEL SHEATHING AS INDICATED ABOVE BENEATH HARDIPANEL APPLICATION AND PROVIDE HORIZONTAL BLOCKING AT 48" MAX EXTERIOR AND INTERIOR SHEARWALL SPECIFICATIONS: SHEATH PER WOOD PANEL SHEATHING SCHEDULE BELOW, WITH 2x- BLOCKING AT ALL PANEL JOINTS. EXAMINE ALL SECTIONS AND DETAILS FOR SPECIAL NAILING AND BLOCKING CONDITIONS. PART. ENG EXP. 'B' & ALL EXP. 'C' ENCLOSED EXP. 'B' 4 IN. A SPH4/6 ®16" O.C. SPH4/6 032" O.C. SUPPORTED NOT TO EXCEED 6 FT. O.C. w/1 -1/4x3" WD. B CS16 032" O.C. CS16 032" O.C. Of C SPH4 I5 032" O.C. SPH4 6 032" O.C. C) 6 IN. MSTA24 TO 4' WIDE MSTA24 TO 6' WIDE z D (2) MSTA24 TO 9' WIDE (2) MSTA24 TO 12' WIDE z o E LTT20B TO 4' WIDE LTT20B TO 6' WIDE 6 IN. 16 FT. HTTI6 TO 9' WIDE HTTI6 TO 12' WIDE WOOD PANEL SHEATHING: SW-# INDICATES WOOD PANEL SHEARWALL. PROVIDE NAILING AND ANCHORING AT EACH END OF6" SHEARWALL PER SCHEDULE BELOW OR AS INDICATED ON PLAN. PROVIDE DOUBLE STUDS AT ENDS OF SHEARWALLS. (KING STUDS AT HEADER MAY SERVE AS DOUBLE STUD). IF CONVENTIONALLY STRAPPED, ANCHOR SECOND STORY END STUDS TO FIRST FLOOR WALL SW3: CS16 TO 4' WIDE CS16 TO 6' WIDE 8d COMMON WIRE NAILS 0 6" O.C. EDGE & 6" O.C. FIELD F (2) CS16 TO 9' WIDE (2) CS16 TO 12' WIDE CONNECTOR A DOUBLE TOP PLATE TO WALL STUD. PORCH - '/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE AND FIELD, (OR GREATER) CDX PLYWOOD, w/ 6d COMMON NAILS 0 6" O.C. EDGE AND FIELD OSB, w/ 8d COMMON WIRE NAILS ®6" O.C. EDGE AND FIELD. HARDIPANEL SHEATHING: WHERE HARDIPANEL SHOWN USE 5/16" HARDIPANEL SHEATHING FASTENED WITH 6d NAILS 0 6" O.C. EDGES & FIELD. WHEN SW -3 IS NOTED FASTEN WITH 8dx2'/2 GALV. COMMON WIRE. IF SW -1 IS SHOWN. PROVIDE WOOD PANEL SHEATHING AS INDICATED ABOVE BENEATH HARDIPANEL APPLICATION AND PROVIDE HORIZONTAL BLOCKING AT 48" MAX EXTERIOR AND INTERIOR SHEARWALL SPECIFICATIONS: SHEATH PER WOOD PANEL SHEATHING SCHEDULE BELOW, WITH 2x- BLOCKING AT ALL PANEL JOINTS. EXAMINE ALL SECTIONS AND DETAILS FOR SPECIAL NAILING AND BLOCKING CONDITIONS. , , L3 /2 x3 /2 x'/, 4 IN. 6 FT. CONINE :TOR 11 HEADER, SEE SCHEDULE. 2nd LVL WALL STUDS TO 1st LVL WALL STUDS OR _SIMPSON H3 AT SAME FRAMING CONNECTOR SPACING AS CONNECTOR A KING STUDS ROUGH OPENING SEE ARCH JACK STUDS CONNECTC)R� KING STUD TO FOUNDATION, SUPPORTED NOT TO EXCEED 6 FT. O.C. w/1 -1/4x3" WD. SEE 18/S2.1 FOR CONNECTOR C SILL ATTACHMENT. CONNECTOR D HEADER TO JACK STUD AT OPENINGS LESS THAN 4' PROVIDE SPH4/6 AND ANCHOR BOLT OR ROD ANCHOR WITHIN 6", UNLESS SHEARWALL ANCHOR L4x3'/,"x1/4 6 IN. 8 FT. L5x3'/z"x'/, 6 IN. 10 FT. 1st LVL WALL STUD J 16" , 1 L6x3 /2 "x /, 6 IN. 12 FT. L7x31/2"x'/4 6 IN. 16 FT. 1. STEEL LINTELS TO BE MIN, 36" LINTEL MUST HAVE CORROSION RESISTANT COATING OF EPDXY BASED PAINT. WOOD PANEL SHEATHING: SW-# INDICATES WOOD PANEL SHEARWALL. PROVIDE NAILING AND ANCHORING AT EACH END OF6" SHEARWALL PER SCHEDULE BELOW OR AS INDICATED ON PLAN. PROVIDE DOUBLE STUDS AT ENDS OF SHEARWALLS. (KING STUDS AT HEADER MAY SERVE AS DOUBLE STUD). IF CONVENTIONALLY STRAPPED, ANCHOR SECOND STORY END STUDS TO FIRST FLOOR WALL SW3: NAILING- 8d COMMON WIRE NAILS 0 6" O.C. EDGE & 6" O.C. FIELD IS PRESENT. HHDQ11 3. BRICK VENEER SIDING: HORIZONTAL TIES 032" O.C., FRAMING w/ (3) CS16 OR AS INDICATED ON PLAN. 2 LINTEL MORE THAN 8'. SHOULD BE LATERALLY 8F HHDQ14 • LABEL NAILING &END ANCHORAGE OF SHEARWALLS SIMPSON CONNECTOR FASTENERS TO TRUSS/LVL SUPPORTED NOT TO EXCEED 6 FT. O.C. w/1 -1/4x3" WD. SEE 18/S2.1 FOR CONNECTOR C SILL ATTACHMENT. 8A SWi: NAILING- 8d COMMON WIRE NAILS @ 3" O.C. EDGE & 6" O.C. FIELD 5SCREWS ANCHOR- 5/,"0 ROD OR (2)1/2"0 RODS 8B INTO HEADER PROVIDE A '/2" VERT. SLOTTED 1st LVL WALL STUD J 16" SW2: USE SW1 NAILING, EXCEPT SHEATH BOTH SIDES OF STUDS ANCHOR- w/ (2) 5/e"0 RODS 22" HOLE FOR SCREW. TO SILL PLATE TYPICAL OPENING DETAIL AND SW3: NAILING- 8d COMMON WIRE NAILS 0 6" O.C. EDGE & 6" O.C. FIELD ANCHOR- w/ '/2"0 ROD HHDQ11 3. BRICK VENEER SIDING: HORIZONTAL TIES 032" O.C., 7 CONVENTIONAL STRAPPING SCHEDULE 8F HHDQ14 30 -SDS '/,x2'/2" 21'/2" 14710 VERT. TIES 0 16" O.C., AND WEEP. HOLE TRIM OVERHANG ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF T THE FOUNDATION AND TO THE UPPERMOST PLATE '/2"0 A307 THREADED RODS, ORIENTED AT THE LOCATIONS INDICATED IN THESE A307 THRF°•''FD DP. _L 0 48" O.C. S2.0 SSP MAY BE USED IN LIEU OF SPH4/6 HOWEVER - SPACING SHALL BE REDUCED BY HALF. VERTICALLY AND ATTACHED 0 DOCUMENTS. ABOVE TOP PLATE, PROVIDE A 3"x 3"x'/," THICK STEEL WASHER, FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.)THIS SY'S1tM ELIMINATES THE CONVENTIONAL STRAPPING REQUIREMENTS OF FASTENING SCHEDULE WOOD FRAMED CONSTRUCTION (I.E. STUD -TO -PLATE TIES, BOTTOM PLATE TO FOUNDATION TIES, FLOOR -TO -FLOOR STRAPS, AND HEADER TO JACK STUD STRAPS) UNLESS OTHERWISE NOTED IN THESE DOCUMENTS. FOR WOOD MEMBERS (U.O.N. ON PLAN) ROD INSTALLATION: AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE '/4" LARGER THAN THE DIAMETER OF THE THREADED ROD USED, WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS (SIMPSON CNW OR EQUAL) MAY BE USED IN CONN. CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MEMBERS TYPE CONN. MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING, THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG -TIGHT CONDITION PLUS JOIST TO SILL OR GIRDER TOE NAIL 2-16d ONE-HALF TURN OF A STANDARD WRENCH (APPROXIMATELY 25 FT. -LBS. OF TORQUE). BRIDGING TO JOIST TOE NAIL 2-8d E.E. CEILING JOISTS PER TABLE EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. PROVIDE A MINIMUM EDGE DISTANCE (MEASURED BELOW w/ 8-12d COMMON FROM CENTERLINE OF ROD TO EDGE OF SLAB) OF 2" FOR 2x4 FRAMING AND 3" IN 2x6 FRAMING. PROVIDE 6" EMBEDMENT FOR SOLE PLATE TO JOIST/BLOCKING FACE NAIL 16dO 16" O.C. WIRE NAILS EA. END INTO MONOLITHIC CONCRETE AND 12" EMBEDMENT FOR STEMWALL AND CMU BOND BEAM INSTALLATIONS. RAFTERS. (TYPICAL) GENERAL UPLIFT REQUIREMENTS: AT WALLS INSTALL 1/1"0 A307 THREADED ROD ANCHORS PER DETAILS 1 & 2/S2.0 WITH A MAX TOP OR SOLE PLATE TO STUD FACE NAIL 2-166 SPACING OF 6'-8" O.C., AT EXTERIOR WALLS & 4'-0" O.C. AT INTERIOR BEARING WALLS, AND AT ALL CORNERS AND WALL STUD TO SOLE PLATE TOE NAIL 3-i6d INTERSECTIONS. ALSO, LOCATE AT SPECIAL ANCHOR LOCATIONS INDICATED ON PLAN. INTERIOR PARTITION WALLS AND INTERIOR BEARING WALLS WITH NO ROOF UPLIFT DO NOT REQUIRE ANCHORS. ANCHORS AT ENDS OF SHEARWALLS MAY VARY, SEE SHEARWALL SPECIFICATIONS ABOVE AND PLAN FOR LOCATION. AS AN ALTERNATE THE CONTRACTOR MAY INSTALL CONVENTIONAL STRAPPING DOUBLE STUDS FACE NAIL 16d0 12" O.C. PER 7/S2.0 FOR INTERIOR/EXTERIOR ROOF BEARING WALLS IN LIEU OF THE ANCHORING SYSTEM. TOP PLATE, LAPS/INTERSECTION FACE NAIL 2-166 SILL PLATE CONNECTORS: ALL EXTERIOR WALLS & INTERIOR SHEARWALLS, PROVIDE '/2"x6" Ig THREADED ROD ANCHORS w/ 2x2x'/4" 16d016" O.C. 0 OR V/2"x1'/,%/,,"0 PLATE WASHER DRILLED & EPDXIED 0 40" OC BETWEEN ANCHOR RODS INCLUDING BENEATH WINDOW SILLS. CONT. HEADER, TWO PIECES FACE NAIL ea. EDGE ROOF AND CEILING FRAMING: REFER TO TRUSS SHOP DRAWINGS FOR TRUSS PROFILES. PROVIDE SOLID BLOCKING AT SHEATHING CEILING JOIST TO PLATE TOE NAIL 2-i6d JOINTS IN THE FIRST TWO RAFTER OR TRUSS SPACES FROM GABLE END. ROOF SHEATHING SHALL BE ATTACHED TO BLOCKING WITH PANEL -END NAILING REQUIREMENTS. ALL CONVENTIONAL FRAMING SHALL BE SYP#2. CONT. HEADER TO STUD TOE NAIL 3-i6d MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL QR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS CEILING JOIST TO ROOF RAFTER FACE NAIL 6-126 PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. RAFTER PLATE TOE NAIL 3-16d T PECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER 0 C CEILING JOIST FRAMING SCHEDULE JOIST MAXIMUM SPAN (SYP #2) 024" O.C. 0116" O.C. 2 x 6 11'-9 12'-9" 2 x 8 15'-0" 17'-0" 2 x 10 19'-0" 21'-6" 2 x 12 23'-3" 26'-3" ATTIC DESIGN CRITERIA: 10 PSF DL, 15 PSF LL CONVENTIONAL (GOOF FRAMING, SEE ROOF FRAMING PLAN OR SCHEDULE 10/S2.0. WALL FRAMING PER 11/S2.1. WHEN LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES. THE 1 EMS S BUILT-UP CORNER STUDS FACE NAIL 1660 12 OTED S ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. UPLIFT CONNECTOR, PER SCHEDULE 10/S2.0 AND 2-12d TOENAILS EACH SIDE OF RAFTER. 9 CONVENTIONAL RAFTER 2.0 FOR INFORMATION NOT SHOWN, SEE 11/S2.1, LVL BEAM. EA. SIDE. •� 11/4" @ 2x6 N F- 1'A ' 0 2x8 11/2 11 o x - - " a 00 _ or TF- 12d NAILS /,Ox~ N v 3 PLY N x FROM QTHER cv., �- SIP? OF : nd--/ ° 1.9E X10, P�, Y. 3 ROWS 16d COMMON MICROLLAM x WIRE @ 12" O.C. LVL BEAM. EA. SIDE. x MULTIPLY LVL N I N --RATTER 2x6gir 2x8 2�4 NAILiItiG PA.j.T-RN NA11 lNO. ?.ATTERN 3 ROWS 5/B "0 ADD 3rd 3.5" WIDE 2.0E HEX HEAD THRU (2)2x- 2x- PARALLAM PSL BOLTS w/ HEX BEAM. (SEE NUTS & WASHERS PLAN FOR # @ 24" O.C. OF PLIES) PARACLpLA1MrCBEAM SPLICE 5 BUILT-UP MEMBER $2-0 RATED SHEATHING, BOUNDARY OF SEE GENERAL NOTES. SHEATHING EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES. NAIL SPACING AT SUPPORTED EDGES, GENERAL NOTES EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE. (TYPICAL) AILING TO INTERMEDIATE UPPORT IS 6" O.C. MAX. STUDS, ROOF (UON) TRUSSES, OR FLOOR JOISTS. SIMPSON MSTC66 CLJCATL-JlKln AI All lKlr% MCTAll SIMPSON PHD5 HOLDDOWN w/ 14-SDS'/4"x3". WHEN DOUBLE IS MINIMUM 2 -PLY SPECIFIED ON PLAN USE 1'/2"SDS LVL OR TRUSS SCREWS INSTEAD. FOR HTT22 CONNECTION, NOTCH DBL. TOP PLATE AS REQ'D FOR ALL NAILING TO ENGAGE HEADER, FASTEN PER SCHEDULEONSO i. TYPICAL CONNECTION DETAIL SCHEDULE DETAIL SIMPSON CONNECTOR FASTENERS TO TRUSS/LVL CONN_ HEIGHT UPLIFT CAPACITY 8A PHD5 14 -SDS '/,x3" 11'/2" 4685 8B HTT16 18-16d 16" 3480 8C HTT22 32-16d SINKERS 22" 5250 8D HDQ8 20 -SDS '/,x,3 14" 8325 8E HHDQ11 24 -SDS '/,x2'/2" 183/4" 11445 8F HHDQ14 30 -SDS '/,x2'/2" 21'/2" 14710 RATED SHEATHING, BOUNDARY OF SEE GENERAL NOTES. SHEATHING EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES. NAIL SPACING AT SUPPORTED EDGES, GENERAL NOTES EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE. (TYPICAL) AILING TO INTERMEDIATE UPPORT IS 6" O.C. MAX. STUDS, ROOF (UON) TRUSSES, OR FLOOR JOISTS. SIMPSON MSTC66 CLJCATL-JlKln AI All lKlr% MCTAll SIMPSON PHD5 HOLDDOWN w/ 14-SDS'/4"x3". WHEN DOUBLE IS MINIMUM 2 -PLY SPECIFIED ON PLAN USE 1'/2"SDS LVL OR TRUSS SCREWS INSTEAD. FOR HTT22 CONNECTION, NOTCH DBL. TOP PLATE AS REQ'D FOR ALL NAILING TO ENGAGE HEADER, FASTEN PER SCHEDULEONSO i. TYPICAL LOW HEEL TRUSS HEADER C0NNEC­j'-I0N CONNECTION CONNECTION DETAILS -IjA,BB SF DETAIL 8G DETAIL 8H tEN �3HIGH UPLIFT TRUSS OR BEAM CONNECTIONS D ;�.() .w CONNECTOR, PER ON TOP OF RUSS ASPHALT SHINGLE MAXIMUM SPAN CONCRETE TILE MAXIMUM SPAN MINIMUM 2 -PLY % TABLE ABOVE. AND DOWN OUTSIDE 024" O.0 016" O.C. 024" O.0 016" O.C. DBL TOP PLATE LVL OR TRU'>S / FACE OF POST. (1) H3 OR 4-12d TOE NAIL 5/8"0 ROD, EA. END 2 x 8 / SYP#2 DOUBLE 11'-6" 13'-0" (2) H3 OR 8-12d TOE NAII (2) A35 OR 8-12d T7E NAIL OF HEADER. PROVIDE 16'-6" 19'-0" Tpi ATC Q (1) MTS12 (2) A35 _ 2 x 12 (2) RODS IF DOUBLE 16'-3" 19'-9" - +- L (2) A35 (2)SIMPSON HTS20 IS SPECIFIED ON PLAN. ATTACH (1)HTS20 ` TRIM OVERHANG (AVOID NAILING FROM TRUSS/LVL TO A307 THRF°•''FD DP. _L FOR PLACE ENT FROM OPP. SIDE) PROVIDE 1-MSTA24 FASTENED EA. JACK POST/BEAM TO POST. ;r .AND EPDXY, 12" EP:^ FD OF ST APS STUD TO HEADER. \ INTO I;1rr�O , AF 1- :1. 5/8"0 ROD EA. 1/2" ROD (23/4" MIN. I }.,L DI"TANCE) SIDE OF TRUSS BUILT-UP POST, 5/8 "0 ROD Cs� 8A, F nriC' 8C WHEN QQUEJ IS SPECIFIED ON PLAN, SEE PLAN FOR ATTACHMENT 7/6 "0 ROD r SID PROVIDE THIS CONNECTOR ASSEMBLY AT FOUNDATION - 1"0 ROD Oct 8.E & 8r" ON BOTH SIDES OF LVL/TRUSS, TYPICAL LOW HEEL TRUSS HEADER C0NNEC­j'-I0N CONNECTION CONNECTION DETAILS -IjA,BB SF DETAIL 8G DETAIL 8H tEN �3HIGH UPLIFT TRUSS OR BEAM CONNECTIONS D ;�.() .w NOTE: USE THIS SCHEDULE FOR ALL ROOFS NOT FRAMED BY PRE-ENGINEERED WOOD ROOF TRUSSES. AT CONVENTIONAL FRAMING LOCATED OVER OTHER ROOF FRAMING, SEE LEDGER BOARD DETAIL BELOW FOR ATTACHMENT OF OVERFRAMED RAFTERS TO MAIN RAFTERS. WHEN USING TWO H", CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA OTHFt 1 U51NG TWO A35 ,#"S ON 1'/2" WIDE LUMBER, STAGGER CLIPS VERTICAI1-Y TO AVOID NAILING INTI ;?? i RF!V,� 'A.•L'E R'' SHAI L 93 STRAPPED TO NEAREST MAIN ROOF RAFTER. ,10 CON 4 E1 M. _ _.-.....LE NTIONAL ROOF SHFDU 2x12 SYP #2 LEDGER, FASTEN TO ROOF THRU ROOF DECK w/ 8-12d RING SHANK NAILS AT EACH RAFTER 1 ROW 10d COMMON INTERSECTION. NAILS 0 3" OC OVERFRAME RAFTERS, SEE SCHD. ABOVE \` SIMPSON H3 w/ 8-8d COMMON NAILS FROM RAFTER TO LEDGER ROOF SHEATHING, - R GENERAL NOTES USE THIS DETAIL TO ROOF MEMBER, FASTEN OVERFRAMED SEE PLAN ROOFS, VALLEYS, ETC. LEDGER OVERFRAME RAFTERS 2.0 Lou Pontigo and Associates, Ince 496 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 CA # 8344 CONTACT US WITH YOUR COMMENTS COMMENTS&P-A.COM / r � k zoo, ,, VALID ONLY WHEN SIGNATURE IS 1N BLUE INK AND RAISED SEAL REVISIONS BY Uj m 1..1.E z U) 0< n■ V I V W v / G- W @!f!! LAN OF P� CONVENTIONAL ROOF FRAMING SCHEDULE ROOF RAFTER ASPHALT SHINGLE MAXIMUM SPAN CONCRETE TILE MAXIMUM SPAN UPLIFT CONNEC:TOR 0 (SYP #2) 024" O.0 016" O.C. 024" O.0 016" O.C. DBL TOP PLATE PRE -ENG TRUSS 2 x 6 9'-6" 11'-6" 8'-6" 9'-9" (1) H3 OR 4-12d TOE NAIL (1) A35 OR 4-12d TOE NAIL 2 x 8 13'-0" 15'-0" 11'-6" 13'-0" (2) H3 OR 8-12d TOE NAII (2) A35 OR 8-12d T7E NAIL 2 x 10 16'-6" 19'-0" 13'-9" 17'-0" (1) MTS12 (2) A35 _ 2 x 12 19'-0" 23'-0" 16'-3" 19'-9" (2) MTS12 L (2) A35 NOTE: USE THIS SCHEDULE FOR ALL ROOFS NOT FRAMED BY PRE-ENGINEERED WOOD ROOF TRUSSES. AT CONVENTIONAL FRAMING LOCATED OVER OTHER ROOF FRAMING, SEE LEDGER BOARD DETAIL BELOW FOR ATTACHMENT OF OVERFRAMED RAFTERS TO MAIN RAFTERS. WHEN USING TWO H", CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA OTHFt 1 U51NG TWO A35 ,#"S ON 1'/2" WIDE LUMBER, STAGGER CLIPS VERTICAI1-Y TO AVOID NAILING INTI ;?? i RF!V,� 'A.•L'E R'' SHAI L 93 STRAPPED TO NEAREST MAIN ROOF RAFTER. ,10 CON 4 E1 M. _ _.-.....LE NTIONAL ROOF SHFDU 2x12 SYP #2 LEDGER, FASTEN TO ROOF THRU ROOF DECK w/ 8-12d RING SHANK NAILS AT EACH RAFTER 1 ROW 10d COMMON INTERSECTION. NAILS 0 3" OC OVERFRAME RAFTERS, SEE SCHD. ABOVE \` SIMPSON H3 w/ 8-8d COMMON NAILS FROM RAFTER TO LEDGER ROOF SHEATHING, - R GENERAL NOTES USE THIS DETAIL TO ROOF MEMBER, FASTEN OVERFRAMED SEE PLAN ROOFS, VALLEYS, ETC. LEDGER OVERFRAME RAFTERS 2.0 Lou Pontigo and Associates, Ince 496 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 CA # 8344 CONTACT US WITH YOUR COMMENTS COMMENTS&P-A.COM / r � k zoo, ,, VALID ONLY WHEN SIGNATURE IS 1N BLUE INK AND RAISED SEAL REVISIONS BY Uj m 1..1.E z U) 0< n■ V I V W v / G- W @!f!! LAN OF P� G I 1 1 00� M.„ DATE 10.01.05 DESIGN/DRAWN ,LAP/MRG CHECKED LAP SHEET S2.0 UPLIFT CONNECTION PER SCHEDULE. # ROD, NUT AND WALL STUD (1) SIMPSON A34 �/,6" OSB DIAPHRAGM 2x_ SYP#2 CONT. AT ACH TO DBL WASHER PER 2"x8" SYP#2 CLIP EA. RAFTER. FLOOR DECK. FLOOR DECK. FASTEN TO NAILER w/ --TOP PLATE AND TRUSS w/ 10d SYP#2 2x4 NAILER NOTES HEADER, PER RIDGE BEAM 10d® 4' O.C. (1) ROW 1 O @ 4"O. C. ATTACH SW SHEATHING TO ® 3" O.C. EDGE OF - MAY FASTENED TO TRUSS HEADER SCHED. OPE ING ADJACENT TRUSS. BLOCK ALL OVERHANG DBL. TOP LATE. BOT. CHORD w/(2) /16" OSB DIA. FASTEN TO FASTEtV TO TOP PLATE w/ (2)ROWS OF 10d � 4"O. C. PANEL EDGES. NAILING TO ROWS lOd � 3" O.C. ;.- TOP PLATE w/ (2)ROWS 10d MATCH SHEARWALL. WOOD ROOF FASTENED TO SHEATHING TRUSS. WOOD ROOF WITH 10d @ 3" O.C. 4-16d TOE NAILS 6-12d COMMON AT EA. 4" O.C. & 2x4 NAILER w/ TRUSS. EACH RAFTER TO END OF CEILING JOIST (1) ROW 10d @ 4" O.C. 2x4 SYP#2 CATS AT 12" WOOD ROOF 11 /4, O.C. FASTENED TO TOP SHEATHING FASTENED TOP PLATE TO ROOF RAFTER TYP (TYPICAL) TRUSS. 1 PLATE w/(4)12d COMMON. 16" MAX. TO TOP PLATE w/ GIRT &FASTEN RS ( ) f KING AND JACK PER 18/S2.1. ROOF TRUSS FLOOR FRAMING DAAX. SYP#2 LEDGER ATTACH TO - 10d 3" O.C. STUDS PER HEADER STUDS ®16" O.C. w 12d SCHEDULE / INTERIOR SHEARWALL. SYP#2 2x4 NAILER FASTEN TOP PLATES SYP#2 2x4 NAILERFASTENED FASTEN TOP PLATES COMMON WIRE NAILS PER FASTENED TO TRUSS TO TRUSS BOT. CHORD w/(2) FASTEN CATS TOGETHER w/2 ROWS SCHEDULE BELOW. 2x6 SYP#2 CEILING JOIST w/ TOGETHER w/ 2 ROWS EACH END w VERTICAL 8-12d NAILS EACH END, x/16" OSB (ON ONE SIDE BLOCKING 1. IF SHEARWALL IS ALIGNED DIRECTLY BOT. CHORD w/(2) ( ) ROWS 10 ®4" O.C. (3)10d COMMON OF (4)lOd BETWEEN OF 4 10d BETWEEN BENEATH FLOOR TRUSS, OMIT HORIZ. ROWS 10d @ 4" O.C. EACH STUD, K2xF DIAGONALREACTION LEDGER SIZE & NAILING (1) SIMPSON H3 PANEL BETWEEN FLOOR TRUSSES EACH STUD. SH ARWALL OR TOE NAILS ING FASTENED 0-775 2x6 w/(5) NAILS @ EACH STUD OSB & EXTEND WALL SHEATHING TO TOPCLIP EA. JOIST. WALL STUDS AND (2x4 SPF ALL AROUND). ATTACH FLANGE OF FLOOR TRUSS.SHEARWALL SHEARWALL EX RIOR WALL SHEARWALL OR 776-1250 2x8 w SHEATHING CONV. / - EXTERIOR WALL 12d E.E. /(8) NAILS � EACH STUD TO DOUBLE TOP PLATE w 5 16d 1251-1540 2x10 w/(10) NAILS @ EACH STUD STRAP PER 7/S2.0 2, IT IS ACCEPTABLE TO USE CAT 1540-1850 2x12 w/(12) NAILS ® EACH STUD BLOCKING PER ALT. C - 5/S2.1 IN ALTERNATE A ALTFRNA_TE B ALTERNATE C ALTERNATE D NAILS BETWEEN EA. FLOOR TRUSS. ROUGH OPN'G, SEE ARCH. ANCHOR WALLS TO FRAMING w/SIMPSON MTS30 © 32" LIEU OF THE OSB DIAPHRAGM, EXCEPT USE THIS DETAIL AT EXTERIOR USE THIS DETAIL WHERE LEDGER NOTES: O.C. WHEN OVERFRAMING FALSE DORMER OVER ROOF AT SW -2 WALLS THAT TERMINATE SHEARWALL RUNS PARALLEL WHERE A LEDGER IS INDICATED ON PLAN AND NO TRUSSES PROVIDE 2x4 BLOCKING VFTWEEN TRUSSES 0 PERPENDICULAR PARALLEL BETWEEN ROOF TRUSSES. TO THE TRUSSES. NOTE: TRIM WALL SHEATHING TO MATCH TRUSSES BEAR AT THAT LOCATION, THE LEDGER 16" O.C. FASTEN BLOCKING EACH END w/ SIMPSON A34. TO FLOOR FRAMING TO FLOOR FRAMING RADIUS WINDOW FRAME BY t 1/2" IS BEING USED TO ATTACH THE ADJACENT ROOF ANY ALTERNATE MAY BE USED AT ANY SW, EXCEPT AT SW -2. AT SW -2, USE DECK. USE A 2x6 LEDGER PER SCHEDULE BELOW, ALTERNATE A AND REDUCE TYPICAL " NAIL SPACING TO 2" O.C. ATTACH ROOF DECK PER GENERAL NOTES. RADUIS WINDOW WHEN 2 LEDGER CONNECTION „,�.IEN 3 DORMER ROOF FRAMING 4 SHEARWALL AT FLOOR 5 SHEARWALL FRAMING AT ROOF S2.1 OTED S2.1 OTEO S2.1 S2.1 52.1 GREATER THAN 3'-6" SPH4/6 @ 32" O.C. NO PA51 REQUIRED. SHEATHING WALL DBL. TOP PLATE, OR (2)SIMPSON MSTA24 SSP @ 24" O.C. SIMPSON MSTA24 FLAT ABOVE ✓ 0 AHIGH RDBL. STRAPS FROM GARAGE — STRAP AT EA. SUPPORT SPH4/6 ® 32' O.C. TOP PLATE. DOOR HEADER TO JACKS STUD. (TYP) DBL. TOP PLATE. OR JACK STUDS. 1/2"0 ROD, UNLESS SSP ® 24" O.C. 8d COMMON '/2"0 ROD, UNLESS SHEARWALL SPEC. TO BLOCKING WIRE NAILS REQUIRES GREATER. SHEARWALL SPEC. -TYPICAL GARAGE HEADER/JACK CONNECTION 2x6 SYP#2 RIPPED TO ® 3" O.C. REQUIRES GREATER. THICKENED SLAB 4'/4" DEEP EACH SIDE EDGE @ GARAGE GARAGE HEADER. GARAGE HEADER. SHEATHING WALL DOWN OPENING. TO INTERSECTION OF PORCH FRAMING, SEE PLAN. ADD SIMPSON PA51 STRAP WHEN SIMPSON PA51 STRAP ANCHOR 7'/4" FLOOR FRAMING, STUD WALL FRAMING GARAGE WING WALL < 3'-6" SEE 6/S2.1 FOR VARIOUS w/2x_ SOLID BLOCKING FLOOR DECK. 2x4 BLOCKING BETWEEN EMBEDDED IN CONC. FILLED INSTALLATION OPTIONS. 8d COMMON WIRE AT SHEATHING EDGE w = WATER PROOFING (SEE ARCH) ROD AT 2x8 SYP#2 TO LEDGER 0 3" O.C. EA. TRUSS. ATTACH AT LL, STEM WALL. FASTEN TO KINGS (1)5/," 3-2x STUD CORNER w/ 18-16d NAILS. CENTER OF WALL ALTERNATE RETROFIT FOR PA51 STRAPS `v EACH SIDE NAILS AT EA. FRAMING SEGMENT 2-MSTAM24 FLAT STRAPS EACH SIDE EA, W 1.LL STUD w 3-16 v1 SLOPE, SEE ARCH.. FLOOR DECK. ( FLOOR TRUSS. CONT. 2x RIM BOARD 3 /4" TO 5/," OF STEMWALL TO JACK STUDS. FASTEN � TRUSS, 6-16d BETWEEN EA. V/4" 1� ROOF INTERSECTION. MIN. P.T, SILL PLATE TYPICAL GARAGE WING -WALL > 3'-6" TO STEMWALL w/ (5) 3/16" TITAN ALTERNATE RETROFIT FOR PA51 STRAPS MASONRY SCREWS AND TO STUDS w/ SEE TRUSS) (TYPICAL) 2-MSTAM24 FLAT STRAPS EACH SIDE 9-10d COMMON WIRE NAILS, 12d 4 O.C. VERT PLAN. OF STEMWALL TO JACK STUDS. FASTEN SIMPSON PA51 STRAP (STAG. w/ NAILING ROOF TRUSSES PERPENDICULAR SIMPSON H3 CLIP TO STEMWALL w/ (5) 3/16" TITAN EMBEDDED IN GARAGE FROM OPP. SIDE) CONTINUOUS 2x6 SYP#2 EA. RAFTER. MASONRY SCREWS AND TO STUDS w/ THICKENED SLABEDGE. DETAIL B HEADER, SEE PLAN. LEDGER, SEE LEDGER 2x12 SYP#2 LEDGER 9-10d COMMON WIRE NAILS. FASTEN TO KINGS w/ NOTES 2/S2.1 CONT. w/8 -12d COMMON SHEATHING. 16" MIN. EMBED. THICKENED SLAB 18-16d NAILS.T PROVIDE ABU88 HOLD WIRE NAILS @ 24" O.C. OF PA51 IN CONC. THICKENED SLAB _THICKENED SLAB ROOF TRUSSES PARALLEL SIMPSON LUS28 JOIST HANGER THICKENED SLAB EDGE � GARAGE EDGE � GARAGE DOWN AT BASE, U.O.N. / OPENING. '/z"0 ROD, UNLESS Od TO HEADER AND 4-10d FILLED STEMWALL.Lt EDGE @ GARAGE EDGE @ GARAGE OPENING. OPENING. DETAIL A TO JOIST. GARAGE WING -WALL < 3'-6" ALT, A SHEARWALL SPEC. OPENING. REQUIRES GREATER. BUILT- UP ,N,.,EN 6 GARAGE WING WALLL ELEVATION TWHEN 7 GARAGE CENTER WALL ELEVATION WHEN 8 COLUMN POST WHEN 9 WALL ADJ. TO ROOF FRAMING WHEN 10 TYPICAL PORCH FRAMING NOTED STEMWALL SHOWN, MONOLITHIC OTED S1.0 SCALE: N.T.S. STEMWALL SHOWN, MONOLITHIC NOTED S21 (TWO STORY) °TED s2.1 sEE CON; TRUCTION SPECIFICATIONS I OTED S2.1 S2.1 SLAB FOOTING SIMILAR. SLAB FOOTING SIMILAR. FOR ROOF AND WALL SHEATHING AND STUD FRAMING. GARAGE VAN -WALL < 3'-6" ALT, B 2x SPF BLOCKING 0- 4-16d EA. SIDE IF UPPER PLATE B ;EAK OPTION (p IS USED, AT BREAKS IN UPPER PLATE OF DOUBLE TOP RIPPED TO FIT < TRUSSES ON BOTH SIDES OF BREAK SHALL PLATE THE FOLLOWING OPTIONS ARE ACCEPTABLE: WITH GAP SHOWN BE S1RAPPE0 WITF A MINIMUM OF ONE H8. (A )INSTALL SIMPSON LPT4 CENTERED ON BREAK CENTER ROD ON JOINT IN UPPER PLATE TRUSSES PARALLEL TO WALL: THREADED ROD, PER SPACING.(gPROVIDE ROD WITHIN 12" OF JOINT EA. SIDE. 2x6 SYP#2 NAILER FASTENED To UPPER PLATE BREAKS 4' SPLICE, MIN. (TYP) OMIT ABOVE REQUIREMENTS, IF NO ROOF TRUSS ROOF SHEATHING PER DBL. TOP PLATE w/10d @ 3" O.C. 6" MAX. DIS LOCATED WITHIN 12" OF BREAK ON EITHER SIDE. SHEATHING MAY STRAP FROM 2ND FASTEN ROOF TRUSS AT EDGE CONSTRUCTION SPECS. TERMINATE AT TOP 2x4 SYP#2 LATERAL BRACES STRAP FROM 2ND FLOOR FLOOR STUDS TO TRUSSES PERPENDICULAR TO WALL: OF HIGH SIDE OF WALL WITH ---- OF DBL. TOP PLATE. 2x6 SYP#2 BLOCKING BETWEEN EA. @ 24"O.C. TOP & BOTTOM. STUDS TO 1ST FLOOR 1ST FLOOR STUDS PRE-ENGINEERED WOOD # DBL TOP PLATE NAIL UPLIFT CONN. LONG ENOUGH ROOF TRUSSES. TRUSS. FASTEN TO DBL. TOP PLATE FASTEN TO FLOOR TRUSS w/ STUDS SEE UPLIFT CONN. SEE UPLIFT CONN. 10d x 3" 8" O.C. TO ENGAGE STUDS. I ALIGN STUD UNDER DBL TOP PLATE NAIL TRUSSES WITH 3-10d. LATERAL BRACE SCHED. OMIT 0 THREADED SCHED. OMIT / w 10d x 3" ® 8" O.C. „ w/10d � 4" O.C. CLIP, PER UPLIFT HEEL < —O LOCATIONS ON BOTTOM CHORD ROD ANCHOR SYSTEM THREADED ROD STAGGARD. (TYP) 6" MAX. I LOWER TOP PLATE. / CONNECTOR SCHED. TO MATCH BRACE LOCATION ANCHOR SYSTEM STAGGARD. (TYP) SEE LEFT ON TOP CHORD. 2x4 SYP#2 DIA. - � — � .-- FOR INFO. BRACE @ 24" O.C. TIFHIGH SIDE OF WAL IS DRYWALL CEILING AND NOT SHOWN FASTEN DIAGONAL ATED AS A SHEARWALL, AT PART. ENCLOSED BRACT: TO LATERAL INSTALL DBL 2x_ BLOCKING STUDS FASTENED w/ BUILDINGS, BOTTOM DBL TOP BRACE w/3 -10d IN FIRST TWO STUDS PACES 10d x 3" @ 6" O.C. CHORD BRACING PER PLATE SYP#2, EA. END.11 11 11 STAGGARD. (TYP) TRUSS ENGINEERING. MATCH STUD WIDTH. PRE-ENGINEERED FASTEN (2)MSTA36 AT INSIDE INSTALL AN ADDITIONAL '/2"0 ROD, UNLESS SHEARWALL 6' /1s " OSB OR 3/a " CDX FLOOR TRUSSES. FACE OF SHEARWALL OR BEND THRs ADE! ROD AS SHOWN, SPEC, REQUIRES GREATER. MAS(' CLIP FROM DBL TOP THREADED ROD QR NON-STRUCTURAL, PLYWOOD FASTENED TO a AROUND ENDS AT NON-SHEARWALL. PLATE TO STUD, SEE OMIT WHEN USING SOFFIT SEE ARCH. TRUSS OR CEILING JOIST CEILING LINE PLATE HEIGHT CHANGE TOP PLATE BREAKS CONVENTIONAL HEADER PER PLAN. IF NO THREADED ROD QR AN "H OR UPLIFT CONNECTOR w/8D � 3"O. C. EDGE STRAPPING. EXTEND SHEATHING WALL FRAMING BOLT IS LOCATED AS SHO PROVIDE SCHEDULE, OR AND 12' O.C. FIELD VERTICALLY TO TOP PER 11/S2.1. WALL FRAMING WALL FRAMING A '/Z "0 THREADED POD ANCHOR P ELT 2x STUD WALL FASTEN ' OMIT AT THREADED OF TRUSS AS SHOWN. / PER 11/S2.1. PER 11/S2.1. BUTT J01 /z"0 ROD, UNLESS ROD SYSTEM. DBL. TOP PLATE PROVIDE 2x4 BLOCKING P.T. POST OR BOX w/ V/z" PLATE WASHER. TO BLOCKING w/ SHEARWALL SPEC. SYP #2, MATCH AT HORIZONTAL JOINTS. FRAMED COLUMN, __._ 4-10dx3" NAILS. REQUIRES GREATER, STUD WIDTH. SEE PLAN. PROVIDE AT A DISTANCE OF NO LESS TRUSSES VUITf{ PT. SYP#2BLOCKING OR SOLID, w/ HEEL > F--()" ITSILL PLATE 1'- 0 _6 THAN 6" AND NO MORE THAN 1 :" FROM MIN. OF 3-12" BLOCKS. PORCH ROOF MAX. MIN. ALL Bl!TT JOINTS IN THF SILL PLATE. ROOF AND WALL FRAMING ,2 TRUSS CONNECTION ,3 FLOOR SECTION SILL PLATE BREAKS ,4 S�' � I?D WALL RAMING DETAIL CORNERS S2.1 S2.1 S2.1 -, NOTE: ONLY ONE ROD IS REQ'D AT TYP. CORNERS. 2x4 SYP#2 TOP PLATE FASTEN (2)2x4 EXT. STUDS TO DET 2x SPF RIPPED TO FIT ROD, NUT HEADER BELOW w/ SIMPSON A ARCH. DEPTH REQ'D. SHEATHING & WASHER HEADER, PER PER NOTES OPE ING (2)CS20 STRAPS (9)8d NAILS CONT. AT HEADER SCHED. SHEATHING, PER SW -1 EACH ENAD. (TYP. EA. END) ( * LTP4 MAY BE = GIRT/VERT 2x4 SYP#2 STUDS OMITED IF JACK IS w v '/,"0 RODS @ 48" O.C. " " 0 THREADED ROD / 3x3 3x3 PLATE # SPECIFICATIONS. JOINT. END z /z AT 16" O.C. (TYP) INSTALLED UNDER Q FASTENER MIN. OF TWO ON EA. FACE WASHER TOP & 1'/z"0 ASHER PROVIDE NOTCHED AND FITTED w/ WASHER. BOX BEAM. 2x8 SPF T&B OF GLASS AND MIN- (1) e? '7. RECESSED IN LOWERPLATE. (2)2x8 SYP#2 w/PLYWOOD 2x4 SYP#2 BLOCKING FASTEN (2)2x4 EXT. STUDS TO * w/ 12d WITHIN 8" OF MITER. OR OSB SPACER TO SUPPORT (2)2x8 SYP#2 BELOW BOTTOM LTP4 ON INSIDE FACE w/6 -12d PLATE FACE -NAIL TO RATED SHEATHING TO RUN HEADER BELOW w/ SIMPSON TOE NAILS TOP &BOT. 8" O.C. (TYP) KING & JACK 2x- SYP#2 TOP PL TE HANGING WALL ® 48" O.C. MAX. w/ SPACER. TRUSS TOP CHORD CONTINUOUSLY OVER THE (2)CS20 STRAPS (9)8d NAILS STUDS PER 2x_ SYP#2 STUDS TO MATCH LOWER PLATE DET ALIGN WITH HANGING WALL WHEN '/2" ROD TO MATCH PLATES INDICATED ON PLAN. w/12d NAILS @ 3" INNER FACE OF TRUSS TOP EACH END. (TYP. EA. END FASTEN MULTI -PLY OPTION A: BOX BEAM BETWEEN HEADER SCHED. DROPPED HEAD A -A TRUSS PERPENDICULAR TO WALL. (2)12d TOE AT 16" o C. DETAIL A—A O.C. (TYP EA. SIDE) CHORD. (TYP) 'I STUD, PER 5/S2.0. WINDOWS IN TWO STORY FRAMING AND OR SILL NAILS E.E. PRE ENG. WOOD (BOTH ENDS)TYP, i PLATES SEE 1 , -9 STANDARD STUD 90' QQ 45' Q8 22.5' -I 2-A3`5 AND a 1 SCHEDULE (MIN) I r r, OOF TRUSS 2-SIMPSON MSTA24 Ft I R POST CORNER OF GLASS 1 /4x7 /4" LVL I (2)F-3 EA END AND WALL. LSTRAP TIE BENT AT ROOF TRUSS, %' MAIN 6-12d TOE ROUGH OPN'G, SEE ARCH. I CORNERS w/22 -10d BY OTHER. T&B w/ 12d HOUSE NAILS TOP DET - 12d COMMO NAILS, USE EXTERIOR AND BOT. g 8" O.C. (TYP) 8" MAX. ,. WALL SHEATHING - 1-SIMPSON 8 ® 11 ,4 FRAMING, . . • (2)2x6 HDR. AT WALL. 2x SPF RIPPED HEAD cG SILL A35 TOP AND TO 1st 6 0 7/4" FRAMING, --//(3)2x_ SYP#2 FLATWISE SHEATHING, ELEV. OF TOP T A y ROD. ELEVATION TO FIT ARCH. FRAMING IN St BO TOM w/ 16 4 0 5'/z" AND HEADER PLATES. LAP PER SW -1 PLATE. FASTEN TO OR 2nd FLOOR OF 12-8dx1 /2" AX i DEPTH REQ'D. 1 INTERSECTING PLATES. SPECS. ! STUDS w/SIMPSON 3/2" FRAMING. HUC26-2 HANGER = SINGLE STORY WALL TO 1st 90' QR 45' SEE 5/S2.0 FOR NAILING NAIL CORNER w/ MITERED 22.5' GYP. OF BUILT UP MEMBERS. 12d IN EACH PLY (TYP EACH END) ( � SHEATHING ROD. � S?B HEAD AND SILL FRAMING & FASTENING SCHEDULE ROUGH OPENING MIN. HEAD OR SILL PLATES MINIMUM FASTENER E.E. 4'-4" (1)2x4 SPF 2 ( ) # 4-12d TOE NAILS < 6'-4" (2)2x4 SPF #2 (1)A34+ TOE 12diLs 5 8'-4" (3)2x4 SYP 2 ( ) # (1)A,34+ 6-12d ( ) TOE NAILS < 12'-0" (3)2x6 SYP #2 (2)A35+ TOE NAIILS SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. ELEVATION AND ATTACHMENT BY Q CONT. AT FRAMING, FRAMING, 5 5'/z" OTHER ALONG OUTSIDE CORNER AND FRAMING. (3)2x_ SYP#2 COLUMN, SEE 5/S2.0 FOR NAILING O SECTION OF WALL ELEMENTS. AT HEAD © SECTION AT CORNBA pR O piN OF BUILT UP MEMBERS. AT GIRT/VERT CONNECTOR OR ALTERNATE PER LEGEND ON THIS SF ALSO')VIDE THIS CONNECTOR AT CORNER POST EET 12x4 SYP#2 OF KNEE WALL AT MITER. I Iw vi JOINT. I STUDS AT 2x4 SYP#2 BLOCKING BELOW BOTTOM (2)2x4 SYP#2 BLOCKING BELOW 116" O.C. OVERLAP SIDE ( PLATE FACE NAIL TO PLATE TOE -NAIL TO TRUSS TOP j (TYP) L TOP PLATE HEADER, TRUSS TOP CHORD CHORD w/(4) 12d NAILS EACH I ASLSHOWN (TYP) SEE PLAN. w/12d NAILS @ 3" END (TYP EA. SIDE) O.C. (TYP EA. SIDE)4—KING -t�5�j- I I — � &JACKS PER SCHED. HEAD AND SILL FRAMING & FASTENING SCHEDULE ROUGH OPENING MIN. HEAD OR SILL PLATES MINIMUM FASTENER E.E. 4'-4" (1)2x4 SPF 2 ( ) # 4-12d TOE NAILS < 6'-4" (2)2x4 SPF #2 (1)A34+ TOE 12diLs 5 8'-4" (3)2x4 SYP 2 ( ) # (1)A,34+ 6-12d ( ) TOE NAILS < 12'-0" (3)2x6 SYP #2 (2)A35+ TOE NAIILS SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. PLAN QPTI N : SPECIAL BOX BEAM BETWEEN ELEVATION PLAN DOORS/WINDOWS IN TWO STORY FRAMING SILL &DROPPED 15 CHIMNEY FRAMING DETAIL 16 CHIMNEY FRAMING DETAIL I 17 BOX BEAM DETAIL 18 HEAD FRAMING WHEN ,9 MITER ---D GLASS OPENING FRAMING 52.1 (CENTER) S2.1 (SIDE) Ll. 52.1 S2.1 C?TE® S2.1 Lou Pontigo and Associates, Ince 496 Osceola Avenue Jox. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 CA # 8344 CONTACT US AT: COMMENTSCLP-A.COM LU] -S A f�NT.I UI' . ''EIEC 1-,4'ZV5 -VALID ONLY WHEN SICrNATURE IS IN BLUE INK -AND,RA!SED-SEAL REVISIONS BY WHEN USE DETAIL ONLY IF NOTED SPECIFIED ON PLAN DATE ,1 r, 10.01.05 %)�1C� DESIGN/DRAWN LAP/MRG r•� '� CHECKED LAP SHEET S2ml G_L_ASS CORNER OF USE 9 @11'/4" GLASS & WALL MITERED GLASS, DESIGN SEE SECTION B FOR FRAMING, 7 @ 7'/4" ELEVATION AND ATTACHMENT BY STRAPING REQUIRED FRAMING, FRAMING, 5 5'/z" OTHER ALONG OUTSIDE CORNER AND FRAMING. (3)2x_ SYP#2 COLUMN, SEE 5/S2.0 FOR NAILING O SECTION OF WALL ELEMENTS. AT HEAD © SECTION AT CORNBA pR O piN OF BUILT UP MEMBERS. AT BASE PROVIDE LTT20B CONNECTOR OR ALTERNATE PER LEGEND ON THIS SF ALSO')VIDE THIS CONNECTOR AT CORNER POST EET OF KNEE WALL AT MITER. PLAN QPTI N : SPECIAL BOX BEAM BETWEEN ELEVATION PLAN DOORS/WINDOWS IN TWO STORY FRAMING SILL &DROPPED 15 CHIMNEY FRAMING DETAIL 16 CHIMNEY FRAMING DETAIL I 17 BOX BEAM DETAIL 18 HEAD FRAMING WHEN ,9 MITER ---D GLASS OPENING FRAMING 52.1 (CENTER) S2.1 (SIDE) Ll. 52.1 S2.1 C?TE® S2.1 Lou Pontigo and Associates, Ince 496 Osceola Avenue Jox. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 CA # 8344 CONTACT US AT: COMMENTSCLP-A.COM LU] -S A f�NT.I UI' . ''EIEC 1-,4'ZV5 -VALID ONLY WHEN SICrNATURE IS IN BLUE INK -AND,RA!SED-SEAL REVISIONS BY WHEN USE DETAIL ONLY IF NOTED SPECIFIED ON PLAN DATE ,1 r, 10.01.05 %)�1C� DESIGN/DRAWN LAP/MRG r•� '� CHECKED LAP SHEET S2ml Ems .,. • .. ,. , .._ - .. .. .. ,1,,,.., .: .. n , ,1 '...'� i4 v •••T , P3 Aii# . kdiret:! . W. ". •"�' _ . -%. .. t . 8 - ,]A. ',SS BnXiRLiP3M^db`Snsp�T.SRi,x+:.c,.uan[+i,T�'+x'+cza�a�a��.r,arsamr.rxws.. y.. .. w�li'+Ld'A•��%TY�.'��.''"+Y�eTi:q�"kd�hl,w*ted*P#ef%%{�R'6FtF.P`.YR,S'dld%T.'iFfti;GYl£.'2F,'-�S"r.�'A.e[ASSI.•a.��.,'^'af"FfYkTXT7k. F..sYGIR, 3i�'Sdii` {? �'ft§m 4,VlM1d fit' S2 �t"J5 _ .1?iWk',�..TAt�Rx..eRi§��ftPd%�[',112�3#,7.[b'Ca?,18.<59llf8.i#E.73Ri�f4Mf$f�ii4S+AkC'Rkt'S1"3Y?+3f1'[4'•'d��%4F�+`�TnSV'�1'„'8SE§?LRL'..4"J%#S3.T�x P173%{,�•3r�Ah-#$4Xf8T#.F??Ss�i�.'i P-9'T..Jn^?2 iBl£ifl3F 4.'8.5t WS%7 } _.... _ .. _ _ _.._..__ .._.............- .....i , .. 4 i + n 4 `i 1s 4 } r 4 111 „d i i i l R ' i •� 1 •.J .. �L. �i 'moi � ^+�%^q� i ; i y�..+• ��.y.�.J �,,,�%t”' .� �.��� -R, ! I � r I^ r _. _.. ___... ... ._,. ... <.� ._._.. ... ._ _.._.. 1 s - I K 1 _ 1TTj + j } i 1 _. Lb ;. j�« t r 1 e&^ 9 p i14 r_ 1 � � t � I to STOCKORAFTING FORM NO. 101.54 I kA .___r .--•__�__- »«,. » ., ,_,�. � �,�+t la lei ~:,��•r � . -� �t + R., 11! f Z4 441 k C l � I It t L� j- ror •�n+b "tent ' 0't to CC CO [)oor Width 0 to 36" ` 36" to 72" i; + s+ Nail .Spacing: 16" O.C._ 12" O.C. ' Screw Spacing: 20" o.c, 16o.c, �" Window Width: 0 to 36" 36" to 72" Screw Spacing:: 20" O.C. 16" o,c. l Kails: 12d (.13 t x .J 1%4 "} Screws: P 12 x 3" 1) ,f t !1 7 .1 i R i i t , _ s14 #p I i { 1 4-1 ltz i 1 , C1- i - 3 r Y l •i tr t f _ i f� _ y q �T , r zj s L � ' , • aA r . - _ _... .�� ��°~y� �` r, �C, 41) , 'lrG) WtI � U �t fRd.�" { #�`''.•%��6 #"�CJ!Ji`:a�,......._ R i I IF i t651_ . IIaRfit +%. TT` i[, t•.�t�u 4as 1 t"^a�� to,. 1,i h �. r. '�:�,1:.� a•« /�'� i✓ 'G"' ' ! %s i 72" to 108" Over 108" 8" o.c. Segs Shop Dwgs, Sec Shop Dwgs. 7;'?" to 96" Over' 96" IT, 0.0, Sem Shop Dwga, ANC, )3Ca[,IT W 1'fflN 811' 0If R,NT) t)1t `31� C,TvIF N'1' t�Vi i 11 311X311 X 1/4" FLAK' WASHER SEE IDETMI, P'011 S`11). WXh(1)OW 6 Do <)R 011KNINC (SIMICr In), X A, -USE SST. 11'1" P 2z '1'LrlY�vi(?IY T 1E 11C1TTC)M W/6 tt11 cjl eil c;, W1,1'1' W/ MLN, 611 XMBKt)MENT @ A.NC. B0 L`t' 9,3T,•(:4t6 ` `IAAP ()V1 , ` OP PI, . W/t1 !+.A. 16d 1N811.,9 k1.A SMF- ROOFING (MATERIAL SHALL MEET THE I:OLLOW1NG SPECIFIC ATIONS) i ROOF UL°IDLR1AYM&ff: ASTM 469-1 'YPP I ME ;LA=UQ •(DRIP, RAKE: CAP. VALLEY) 26 GAUGE ".0 �tiMLt'S.; ASTM D 3462 & ASTM D .3161 TYPF- 1 WIND RESISTANCL MODIFIED TO 110 M.P.H. ASTEtiit 1;108 CLASS A FIR13 RESISTANCE RATING SHINGLE NAILING PER MANUFACTURER'S SPUCIFICATIONS _ tf w ENGINEERED INSTALLATION ( rwr; > • , i') t�# j � SPECIFICATIONS TO BE ON JOB si'm AT TIME 01- MSPj:(_ lON CONDITIONED SPACE FIRST FLOOR CONDITIONED SPACE SECOND FLOOR {i - TOTAL. CONDITIONED SPACE UNCONDITIONUDSPACFi _. `- --- ---r TOTAL UNDER ROOF t i _ MEAN ROOF Ht:1011'r IN F`1•. _w ^ # NUMBER OF STORIES TYPE VI (UNPROTEUI'IiD, ()NSPRIN}G.E,L:Rf D APPROVED CITYOF PTLANTIC BUILDING OFFICE E ltil1 pit _jC Z .......-.. _ _._ _ _ REVISIONS .� t 4. 4� 6 Y 0't to CC CO I 72" to 108" Over 108" 8" o.c. Segs Shop Dwgs, Sec Shop Dwgs. 7;'?" to 96" Over' 96" IT, 0.0, Sem Shop Dwga, ANC, )3Ca[,IT W 1'fflN 811' 0If R,NT) t)1t `31� C,TvIF N'1' t�Vi i 11 311X311 X 1/4" FLAK' WASHER SEE IDETMI, P'011 S`11). WXh(1)OW 6 Do <)R 011KNINC (SIMICr In), X A, -USE SST. 11'1" P 2z '1'LrlY�vi(?IY T 1E 11C1TTC)M W/6 tt11 cjl eil c;, W1,1'1' W/ MLN, 611 XMBKt)MENT @ A.NC. B0 L`t' 9,3T,•(:4t6 ` `IAAP ()V1 , ` OP PI, . W/t1 !+.A. 16d 1N811.,9 k1.A SMF- ROOFING (MATERIAL SHALL MEET THE I:OLLOW1NG SPECIFIC ATIONS) i ROOF UL°IDLR1AYM&ff: ASTM 469-1 'YPP I ME ;LA=UQ •(DRIP, RAKE: CAP. VALLEY) 26 GAUGE ".0 �tiMLt'S.; ASTM D 3462 & ASTM D .3161 TYPF- 1 WIND RESISTANCL MODIFIED TO 110 M.P.H. ASTEtiit 1;108 CLASS A FIR13 RESISTANCE RATING SHINGLE NAILING PER MANUFACTURER'S SPUCIFICATIONS _ tf w ENGINEERED INSTALLATION ( rwr; > • , i') t�# j � SPECIFICATIONS TO BE ON JOB si'm AT TIME 01- MSPj:(_ lON CONDITIONED SPACE FIRST FLOOR CONDITIONED SPACE SECOND FLOOR {i - TOTAL. CONDITIONED SPACE UNCONDITIONUDSPACFi _. `- --- ---r TOTAL UNDER ROOF t i _ MEAN ROOF Ht:1011'r IN F`1•. _w ^ # NUMBER OF STORIES TYPE VI (UNPROTEUI'IiD, ()NSPRIN}G.E,L:Rf D APPROVED CITYOF PTLANTIC BUILDING OFFICE E ltil1 pit _jC Z .......-.. _ _._ _ _ REVISIONS .� t 4. 4� 6 Y 0't to CC CO 0 r� Q 1 C31 a -• tli t V) 11a r -• DAVE SCALE DRAWN JOB SHEET QP• SHEETS I., tC3 h. .w w o� CD�wwze �J <CL Lj a4 V) fri I--- � Z LLJ zQ�."z�w CLO OUto cn v)0O carr Owa- w 0tt3O O t a Od~r O r• C.7 � w Fry F- ►..� j t/� a�z� OLX- ww Ow OujwwuJ LL. w (/j0 �. 0 z `�� Oa, Min OQ cr�M U� U C�tf> w _jZ 'zwOrnzIr CY_ � li C) ;� m ov)eba r4 w N ` d z r: w < cnc) t� � �) t--00C V) i�a0zd(n u o Q�ww �zw < z C) w �� V)Lo «z� 0w z �w z�t>r O z WM fXIUon z 03 WZO to za V}Z -to � O ©w "�z z x C1. CI_ ,_ } U Q . to 0 F- C wz w M z fL r o no 0 LiQCr Od w d t,, O L11- 00 iE to (L. fn 0 b IE t } '00 0 tZ } 04{ �0 3 .9-V,92-00 S I In av z� O ay "I ur CL p�� s♦00 ! J k r' � g ,� "'. "" '..... � �"•` t� r• V) }CI C) cr.'a ih ww k 7' Ile) .. . o �wcd cn�c�, z I1.30WUNN u ,L L•00l M �,9�►,9�.Qq N } z W-0 z CD frl) IRi } tr N 00 : z w... V) } M , to �c 'z a3AYd AVM -40 1HO18 09 i33diS 10�J039 ki LL IL cnaid 60-0'u M 6 I ul M trp to 0) acs► 3�ti3� �tF1'1 NiVMJ (f � 9—....�w.«�+-Mme.«.. «.�ll..n--.�-rll«,.+.+,ww+.!' Rw—�ws.�+.•,_._...... fN.r.....rW.�w-..+•w.F )C1VM 3t-`�iK)NUa .f V 7T-7 8'60l M «9-t,92.00 N a t io �0 J m �w uj a w sx.ppv,aQ 010 ►?N en cL 8 z n<tont6o6 z? Cc) oa� N,_>� z az .- C4 in mm 0 th " ....., Ca"Y oJl�oTaj j r' 7lcn�SFACH OCT vvu BY• CEJ F_ LL w t2 } mz Lo M i O w z oO w �0 co ai a� to APPROVED CITY OF ATLANTIC BEACH BUILDING OFFI OCT 1 7 6 1 �I 0 En w to vi M Zw�� � C? AV m L1 •tJ c � a i z a N I o � LA. U b � I Li i C] all aha a� wAR N 6a Wi9 .. Q � Q wwi ZQ lz �.cL TIe1.� �'t' c a� h, Wt, C.� A �• t (y Lia G 1"1-'" �t2r Y 1 i7t�'�' X11 3'�7 Z, S % • FT earpT 2-20X 4" S.Y.P. 1 ✓ 1 I SST-CS16 STRAP i RYDER 2 E.A. 2"Z12° OVER TOP PLATS W/11 EA. 10d BAILS EA. SIDS (22 TOTAL) FLOOR JOISTS J�--1 t _ SST-CS16 STRAP +4 EA. OPYNING & 8 32" O.C. ' n M 0 e m : Q u SOT-CS16 0 W F z oc 1 N PL. W/ EA:10d N wl W u U ( TOTAL) g i ` 0 u _ r z e IL r c lz �.cL TIe1.� �'t' c a� h, Wt, C.� A �• t (y Lia G 1"1-'" �t2r Y 1 i7t�'�' X11 3'�7 Z, S % • FT earpT 2-20X 4" S.Y.P. 1 ✓ 1 I SST-CS16 STRAP i RYDER 2 E.A. 2"Z12° OVER TOP PLATS W/11 EA. 10d BAILS EA. SIDS (22 TOTAL) FLOOR JOISTS J�--1 t _ SST-CS16 STRAP +4 EA. OPYNING & 8 32" O.C. ' n l i LOCATIC ANCHOR SOLT 2 ®"O.C. 2-2 X 12" — W/22 FA. 10d NAILS ey Y Gti-al�1�C+ eRaN ALL DOOR OPEIiZNO. MADER , SST 83 CLIP (11 PRA FLOOR) w/3°z3"z1/4 MATQ 2"X 4" NKSWM CRIPPLE TOP - STANDARD WINDOW & DOOR OPENING i BOTrOV - TYPICAL @ IM OF 9 -�------^� --.�. KING 9Tt?D3 - - - ___ . --- H�A%3f, 9EC�NT ..1 r hcI STOCK DRAFTIW- FORM NO. 101-;1 - L6 U'STRAP N/ ! MILS RA. SIDE ME OF OPSMI G) APpk()VED CIfiYIN BUILD NG O FICETIC ACH OCZ 17 206 REVISIONS BY : SOT-CS16 STRAP,OVER TOP f• 1 ? fV C) PL. W/ EA:10d en wl OWLS aa. S=s r., ( TOTAL) 2 COKT. STUDS 0 SST -CS -- i V' EA. 104 TOTAL. 41 l i LOCATIC ANCHOR SOLT 2 ®"O.C. 2-2 X 12" — W/22 FA. 10d NAILS ey Y Gti-al�1�C+ eRaN ALL DOOR OPEIiZNO. MADER , SST 83 CLIP (11 PRA FLOOR) w/3°z3"z1/4 MATQ 2"X 4" NKSWM CRIPPLE TOP - STANDARD WINDOW & DOOR OPENING i BOTrOV - TYPICAL @ IM OF 9 -�------^� --.�. KING 9Tt?D3 - - - ___ . --- H�A%3f, 9EC�NT ..1 r hcI STOCK DRAFTIW- FORM NO. 101-;1 - L6 U'STRAP N/ ! MILS RA. SIDE ME OF OPSMI G) APpk()VED CIfiYIN BUILD NG O FICETIC ACH OCZ 17 206 REVISIONS BY f• 1 ? fV C) ° N en wl r., z 0 i V' 41 lit i DATE SCALE DRAWN JOB SHEET _^ s OF SHEETS STCIGKOR AFTING FORM NO.. 101-54 At "pl N 1 / MX PLYWOOD ALT. ) OSS),�,i ad PAILS 4"O.C. P SDGZ -jam r } 2-X4" BLOCKING 12" O.C. 1 rtzw L'�LL4r� CowT. zxt SST t 2.5 t s.e aS TOP CHORD OF C"ASLX {, )414s'p G !� ►� . lsJ/ ( # .� ZHD TMSSS (UROt 3 1/2 " ) COW2. 2"X4" SLAS FROM TOP T( 2X1 ELAS G1t)I4T. ` BOTTOM.CBOM F X-BRACrNG �=,.4Y.twi (romw2Dt ADDXTIONAL 2' MA, d TOP TO BOTTOM II YXPTTCkL IF XTGMM TRM 451, A tt Ca01ID P STT• ! ' TO FORM AN L-SRAPLy ! r 'T' 9tGZABIA; \.1 6z -La GR s4U►1. z", 444A& R.R.•r'"" j 4 ,�• BOTTOM cBORD OF tIABLt — - iw .._—._ ._. __ _____ _ 0WTIWJMN 2'X4'XWT. r237P ' 2-2"X4' TOP PIA72 (STP) LUWUkL 2RUM 4 4a^ / 21X4' STUDS 16" O.0 2'X4` BLOCICIRG R 46" O.C. SXT'MLtN ' 11 (ALT. 7116" Ota) . GABLX A FIRST TRAMS �--_J{ _ 15/32" CDX PLTNOOD WISLOCZ =W a 3 CLIP P 46" 0. 11 Sd MAILS 2 4'0.C. P TOP, *OTT(* GABLE EM DETAIL 3/4'1=11-0 __ & SIDX Rods 4 12- O.C. a FIZU ov1:.t� PRC. •fr,-t!a',,l�c��P�I�jL 'Et�CD I?�=.. z - zw+Tapp (5rrP� HurtRiGat4E 6t.1P AT yl. K- '50i 'T'u1�''Sf.E�xk+l�J�) #i x 4 aeJ6 ffl a CL Tv� oc "L - t3a 4"CJ. G5 " _.,�. pal::7 %fir• 8� ✓! tN"E,*1p FirJ �1 OB1► ltd Sot1T sort tctt4t-+ Z�yc 4d lc.� rl -' )44 411�OC. Dpi E "a6, a7 V2II -�oP of pl,aTE I , v,�,t. x4i1�Y tp 4"aG. Il sE z� tom , ; 401__ 41 T"} i5��2`�GP t-YWf�D ` #'',<4'I a) Ic Pc— C o,G. ID :tEt - t>nEE+ t` w/xco to/,a,4rti . FT 4x4 �.►-r� �7 i'CG I.jZ-Ii ItJ L��'ON A) k �-+/;syr ��. _._ --�► - G M11, vO.fta�- s* 9°' �,tcs: PSt.crx- M { t ^ 1) 71'r To , 'Top' ��`GE oc s.,��•. ._____.--- ? i �4� T t!9 (�L`t`t-l�D VOTToH OF FT& To �_1L' Z0111 Z5coNT.'�Nof�214 %9� SIEQ I` Q ii=��9 �- �%i, ZDVIR, top H1 N A7 opZ C2P r• LJ L? ( 41- 1-Z) fix'. o j.4h' •�Y► r _I TY�' 1 G", w ALa�L. SEGi SUN70F FL-AR�- 2 -21 to 5, PRE-ENGINEERED ROOF TRUSS -SEE UPLIFT Cr Go to to0 SCHEDULE FOR CONNECTO below sleeper J , ' C--� (2) 2"X4" TOP PLATE (SYP) SST-SPH4 W I W/ 10-10d 2"x 4" SPUDS @ I6"oc. 32" G.C. #2 SPP OR BEI IIIrt : MY ANCHOR BOLT f (Y ! tit W/ 2"dia. FLAT WASHER 2"X4" P.T. SILL ALTER.: I f# EXPANSION BOLT 00, DRILLED & SET IN EPDXY. A d ._I I f I 1.�._ 2'..' 1 MONOLITHIC FOOTING Q BEARING WALL INURIOR BEARING WALL NOTES FOR INTERIOR BEARING WALLS AS SHOWN, THE FOLLOWING CONSTRUCTION METHOD IS TO BE FOLLOWED 1, PROVIDE'A 2"X4" P•T. BOTTOM PLATE (2-X6- FOR 2X6 WALLS) FASTENED TO FOUNDATION WITH EMBEDDED 1/2" ANCHOR SOLT AT 21" ON CENTER PROVIDE MIN. 6 -EMBED, PROVIDE 3"X3" BY 1/4" FLAT WASHER AT EACH ANCHOR BOLT. 2. FRAME WITH 2-X4" MEMBERS (M2SPF OR BETTER) AT 16" ON CENTER 3, FRAME PLUMBING WALL WITH 2"x6' MEMBERS (It'2SPF OR BETTER) 4, PROVIDE DOUBLE TOP PLATE OF APPROPRIATE WIDTH. 5. PROVIDE ` ""' r c+.4 OR : AS APPROPRIATE WITH' AT 32" ON CENTER TOP AND BOTTOM. CERTAIN INTERIOR WALLS ARE LOAD BEARING. THEY ARE CLEARLY SHOWN ON THE FLOOR PLAN. PROVIDE FOOTING IN ACCORDANCE Wirt THE NOTES ON FOUNDTTION PLAN. SHEARWALL SEGMENT. SEE (RkjZVJ j. �R V I►�y1,) - Zi1*4' Si�Ps j ;DVt2''�"`� E11.' P`�v, wR,+aP � I�uo•G, I X ZIx 4" F i f�L�T�- 4j1 �h:%i. SLAM 11110 >a Nod Pt9I.T F -76P, t;c�t�l ±JcS e • �rPl G L L L d t i REVISIONS BY Z - 4- Ptut-i-1'r�. �m ILAJ>3 ' tr -- ( � ice jZ-I ,►�'� 1� YL LO � I I Valley Flashing to be 1G" wide Tp� 17,x' 26 gage min. gav mat I t(7'X)s i (If } per F13C- 1507.3.9.2 ..c:. 8317.3"1.2 Penetration firestop system. Penetration, Simpsrm H -J1 �hatl be protected by an approved penetration firestop P. each r. le, his side same as shown System Installed as tested in accordance with ASTM: E Id 814 or Ul. 1479, with a inimum Positive pressure dif nis .Iv nange: � tI_ "Irteat ridgeh,vas ferentital of 0.01 inch t7t' water 13 Pa) and shall have, F a,� hrklw 1nnt. )-1 ad nai . Cr Go to to0 ate ach cuss below sleeper J , ' .tV it,n 1 W I ! min. 12 'strap DATE tvp. cacti rarer : First cr"Ta x -M f (Y ! tit truss Or Biter DRA Valley_ Framing detail 00, Z IF Z - 4- Ptut-i-1'r�. �m ILAJ>3 ' tr -- ( � ice jZ-I ,►�'� 1� YL LO � I I Valley Flashing to be 1G" wide Tp� 17,x' 26 gage min. gav mat I t(7'X)s i (If } per F13C- 1507.3.9.2 ..c:. 8317.3"1.2 Penetration firestop system. Penetration, Simpsrm H -J1 �hatl be protected by an approved penetration firestop P. each r. le, his side same as shown System Installed as tested in accordance with ASTM: E Id 814 or Ul. 1479, with a inimum Positive pressure dif nis .Iv nange: � tI_ "Irteat ridgeh,vas ferentital of 0.01 inch t7t' water 13 Pa) and shall have, F a,� hrklw 1nnt. )-1 ad nai . rating of riot less than the required fire -resistance ratin> of the Wali Or floor/ceiling arse nhly penetrated. ate ach cuss below sleeper typical VED OF AT AN TIC BEACH TY L strap 10 CIOFFICE BUILDING 2006 truss ! min. 12 'strap DATE tvp. cacti rarer : First cr"Ta x -M f (Y ! tit truss Or Biter DRA Valley_ Framing detail l C 1. rating of riot less than the required fire -resistance ratin> of the Wali Or floor/ceiling arse nhly penetrated. VED OF AT AN TIC BEACH TY L f CIOFFICE BUILDING 2006 '• ! _ pCi 1'� DATE I rlSCALE : . q. f (Y ! tit DRA 00, IF f 4 f ,,ni ' Ch1 t La b L_ L l � tyjrf T jZ,h I L 11� to �. Wht..V 1 Ili, _ ► . 0 v t7t�v�sl f Wim' ' ,KETAL. ;-;A O. mp tom. ET 1 Lp ►t :. JOBSITE COPY l . frank j. santvriellv SCALEAPPROVED BY: DRAWN BY D F S I G N E R lop "KAI. w1kr1w4v DATE REVISED it "OL .R. 17P15• 904--197-606! DRAWING NUMBER a"