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2346 OCEANFOREST DR W PLANS REVISIONS DATE NO. L � TION LINE Z { f5UILPIN Q r' aim v } H N N r_ mow/ N ° H a, ABPALu s N - i PRIVEWAY V LLI y Q LL ,> I— f _ LLA H con LLJ Q)cyH LLI w GONG WALKWAY I �F cy- WENT i UTILITY & PRAINAOEu ,�f l N I MPERV I OU6 6URffA6ff AREA PRAWN&PRAWNLEOENP HOU6E FOOT R I NT -,�5(O�5 �ff DRIVEWAY EXTENTS OF NEW UNDER-ROOF ,ADDITION 61PEWALK A/0 PAIS 6F D14TE: 1 b DEC 2015 TOTAL 54� 7 DRAWN B Y PAT TOTAL IMPERVIOU URffA6E 54"37 rrlEchED YPST 0. 44 TOTAL LOT 6 1 Z f (� .. :, f TE6TURAL I TE PLAN) FEB 2016 4 , ^ 6ALE. I/F1I 3 j i 0FFICE COPY Z O W N GENERAL STRUCTURAL NOTES 17. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, 25. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: Project: Carella'saddition t/� Z EXTERIOR GL JE IN CONFORMANCE WITH FBC SECTION 2304. FOOTINGS AND OTHER UNFORMED SURFACES SAST AGAINST AND PERMANENTLY O REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING RFQUIREMENTS. EXPOSED TO EARTH . . 3" Floor and Roof Live LoadsCL Q (The following apply unless shown otherwise on the plans) FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) . . . .2" Attics: 20 psf w/ storage, 10 psf w/o storage O 18, ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE- (#5 BARS OR SMALLER) . . . . . 1 16" U- CRITERIA TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED COLUMN TIES OR SPIRALS AND BEAM STIRRUPS . . . . . . 1 36" Habitable Attics, Bedroom: 30 psf BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE3 „ All Other Rooms: 40 psf 1, ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE OR MASONRY. SLABS AND WALLS . GREATER OF BAR DIAMETER PLUS 1/8 OR DRAWINGS, SPECIFICATIONS, THE FLORIDA BUILDING CODE, FBC/FRG 2014 Garage: 4Q psf ���� uiurrtrr,�i _ --- - ---- - -- - 26. CAST-IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT Roofs: 20 psf ��'� yE .�'RF���� 19. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE" LOCATIONS, DIMENSIONS AND ELEVATIONS.SEE ARCHITECTURAL DRAWINGS FOR ALL .'� .-•' iC€�• Fey'-, BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-2014. EQUIVALENT SLOPES, GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND Wind Design Data ' *•` SF• `�.. 2. DESIGN LOADING CRITERIA DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBG OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. �O 'r�5p ROOF LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . 20 PSF APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF LJltimate Wind Speed: 130 mph 7 FLOOR LIVE LOAD . . . . . . . . . . . . . . . . . . 40 PSF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN MASONRY Nominal Wind Speed: 101 mph :n; * e ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STAT HANDRAILS & GUARDRAILS . 200 LB POINT LOAD APPLIED IN ANY DIRECTION Risk Category: II -n; E 0,� STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH 27. CONCRETE MASONRY UNIT WALLS SHALL BE CONSTRUCTED OF GRADE N, TYPE I UNITS, . .�•. AND 50 PLF LOAD APPLIED ALONG TOP RAIL Wind Exposure: C 0 0 V, INTERMEDIATE RAILS DESIGNED TO WITHSTAND 50 LBS OVER 1 SQUARE FOOT MEMBER. CONFORMING TO ASTM C90, LAID IN A RUNNING BOND. MORTAR SHALL BE TYPE S •FJ D WIND . . . . . . . . . . . . . . . . . . . . . . . 130 MPH 3-SECOND GUST, EXPOSURE "C" ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS PER THE FBC. GROUT SHALL CONFORM TO FBC REQUIREMENTS AND Enclosure Classification: Enclosed -Ona I"EAG,, ' UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 1,800 PSI AT 28 DAYS, DESIGN F'm = Internal Pressure Coefficient: 0.18 +/- UNLESS .18 +/-UNLESS NOTED OTHERWISE ALL NAILS SHALL BE AS CALLED OUT BELOW. ALL SHIMS 1500 PSI. STRENGTH SHALL BE VERIFIED BY PRISM TESTING IN ACCORDANCE WITH Components and Cladding Desi Pressures: 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL p g gn DRAWINGS AS APPLICABLE FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS FBC SECTION 2105.2.2.2, AND MASONRY UNITS SHALL BE CHOSEN IN ACCORDANCE ( ) WITH FBC. Roofing Zone 1: +20.4 psf max., -22.2 psf min. VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY CONNECTED. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH LUS I, ARCHITECT OR ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. SERIES JOIST BANGERS. Roofing Zone 2: +20.4 psf max., -26.0 psf min. 20. WOOD. FASTEN-RS UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING REINFORCEMENT: Roofing Zone 3: -26.0 psf min. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND Roofing at Zone 2 Overhangs: -37.7 psf min. CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING 4" WALLS #4 @ 48" O.C. VERT 3/16 dia. WIRE JOINT REINF. Roofing at Zone 3 Overhangs: -37.7 psf min. CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND SPECIFICATIONS: AT 8" O.C. HORIZ. Stucco, Cladding, Doors &Windows: MUST BE VERIFIED. SIZE LENGTH DIAMETER 6" WALLS #4 @ 48" O.C. VERT. (2) #4 @ 48" O.C. HORIZ Zone 4: +22.2 psf max., -24.1 psf min. 2 5, CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND 6d 2" 8" WALLS 5 @ 48" O.C. VERT. O4 @ 48" O.C. HORIZ.0.113" # # Zone 5: +22.2 psf max., -29.8 psf min. STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN 10" WALLS #5 @ 40" O.C. VERT. (2) #5 @ 48" O.C. HORIZ. ACCORDANCE WITH THE PLANS. 8d 2-1/2" 0.131" 12" WALLS #5 @ 32" Q.C. VERT. (2) #5 @ 40" O.C. HORIZ. End Zone Width: 4.00 ft. 10d 3 0.148 The Nominal Wind Speed was used to determine the above Component 6, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE 12d 3-1/4)) 0.148" IN ADDITION, PROVIDE (1) #5 (#4 @ 6" AND 4" WALLS) VERT. AT EACH SIDE OFand Cladding Design Pressures. LLJ W METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE 16d BOX 3-1/2" 0.135" OPENINGS, AT WALL CORNERS AND INTERSECTIONS AND AT FREE ENDS OF WALLS AND V CONTRACTORS WORK. THE ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY (2) #4 (#4 @ 4" WALLS) HORIZ. AT ELEVATED FLOOR AND ROOF LEVELS, AT TOPS All exterior glazed openings shall be protected from wind-borne debris J OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT OF WALLS AND ABOVE AND BELOW ALL OPENINGS. ALL HORIZONTAL as per Section 1609.1,2 of the 2014 FBC. Z LU LL CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS NAIL SPECIFICATIONS TO THE ENGINEER (PRIOR TO CONSTRUCTION) REINFORCEMENT SHALL BE PLACED IN BOND BEAMS, EXTEND REINFORCEMENT The site of this building is not subject to special topographic wind W ^ OF ANY TRADE CONTRACTOR. THE ENGINEER HAS NO DUTY TO INSPECT, FOR REVIEW AND FOR APPROVAL. AROUND OPENINGS 2'-0" BEYOND FACE OF OPENING. IF 2'-0" IS UNAVAILABLE SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF EXTEND AS FAR AS POSSIBLE AND HOOK. PROVIDE CORNER BARS TO LAP effects as per Section 1609.1.1.1 of the 2014 FBC. a V THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. B. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS. LAP ALL REINFORCING Geotechnical Information �" Q DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. STEEL 48 BAR DIAMETERS OR 24" MINIMUM. W Ln W n 7. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT Design Soil Load-Bearing Capacity.p ty. 2,000 psf W' Co � AND THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. 21. WOOD FRAMING NOTES--THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE FILL ALL CELLS CONTAINING REINFORCEMENT OR EMBEDDED ITEMS AND ALL CELLS Flood Design Data O V CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. PLANS: BELOW GRADE WITH GROUT. PROVIDE CLEANOUT HOLES AT BOTTOM OF ALL CELLS Q CONTAINING REINFORCEMENT FOR ALL GROUT POURS OVER 5 FEET IN HEIGHT. UNITS Flood Zone: X J z Z 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO MAY BE LAID TO THE FULL HEIGHT OF THE GROUT POUR AND GROUT SHALL BE J Q CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO THE MINIMUM STANDARDS OF THE FLORIDA BUILDING CODE. MINIMUM NAILING, PLACED IN A CONTINUOUS POUR IN GROUT LIFTS NOT EXCEEDING 6 FEET. ALL W W DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1 OF THE FBC. PREPARATION AND PLACING OF MASONRY SHALL CONFORM TO SECTION 2104 OF THE r This table was created using Windload Calculator Plus sojhvare(2014 Florida Building Code V � REVIEW AND APPROVAL BY THE ENGINEER, COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL FBG Edition)available frons WindCalesaam O Q i AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS Q %0 9. IT IS ADVISABLE THAT THE OWNER EMPLOYS AN ENGINEER TO OF ALL 13OLTS AND LAG BOLTS BEARING ON WOOD, INSTALLATION OF LAG BOLTS PRECAST MASONRY LINTELS SHALL BE "CAST-CRETE" OR EQUAL. INSTALL IN V d- PERFORM SITE OBSERVATION DURING CONSTRUCTION. OBSERVED DEFICIENCIES SHALL CONFORM TO NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. N SHALL BE REPORTED IN WRITING TO THE OWNER OR THE OWNER'S REPRESENTATIVE. (1997 FD(TION) WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK STEEL DIAMETER LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. GEOTECHNICAL 28. STRUCTURAL STEEL DESIGN,FABRI CATION AND ERECTION SHALL BE BASED ON THE B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. LATEST EDITION OF THE A.I.S.C. SPECIFICATIONS AND CODES: 10. GEOTECHNICAL REPORT NOTE: NO GEOTECHNICAL .REPORT PROVIDED. ALL STUDS SHALL BE SPACED AT 16" O.C. UNO. TWO STUDS MINIMUM SHALL BE • SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS ALLOWABLE STRESS DESIGN ALL FOOTINGS TO BEAR 18" MINIMUM BELOW GRADE. PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AND PLASTIC DESIGN OR LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATIONS ASSUMED SOIL CONDITIONS FOR THE REGION. PRESUMP I IVE LOAD-BEARING AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED FOR STRCUTURAL STEEL BUILDINGS. VALUES AS PER FBC R4O1.4.1 AND FBC TABLE 1806.2: VERTICAL FOUNDATION OVER A .L OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS • A.I.S.0 CODE OF STANDARD .PRACTICE FOR STEEL BUILDINGS. PRESSURE=2,000PSF. SHALL E PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID-HEIGHT OF ALL STUD WALLS OVER 10'-0" IN 29. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: HEIGHT. • STRUCTURAL TUBING: A500 (GRADE B) FY= 46 KSI RENOVATION • OTHER SHAPES AND PLATES: A36 FY= 36 KSI ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END • CONNECTION BOLTS A325-N (3/4" DIAMETER ROUND, U.N.O.) 11. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS AND TOENAIL OR ENDNAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE ARCHITECTURALLY EXPOSED STEEL SHALL CONFORM TO SECTION 10 OF THE A.I.S.C. CODE OF ° COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING "' "TOP PLATE WITH 16d @ 12O.C. AND LAP MINIMUM 4-0AT JOINTS AND STANDARD PRACTICE FOR STEEL BUILDINGS. CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. , ' DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING PROVIDE EIGHT 16d NAILS @ 4 O.C. EACH SIDE JOINT. ALL ANCHORS EMBEDED IN CONCRETE OR MASONRY SHALL BE A307 HEADED BOLTS OR A36 STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON THREADED ROD WITH AN ASTM 563 HEAVY HEX NUT TACK WELDED ON THE EMBEDED END. EXISTING FLOOR OR ROOF SYSTEMS TO 40 PSF. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMIN ' BELOW WITH 16d NAILS @ 12" Q.C. STAGGERED OR BOLTED TO CON- � c LIMITATIONS OF LIABILITY N CRETE WITH 5/8 DIAMETER ANCHOR BOLTS (WITH 7 MINIMUM EMBEDMENT) h o 12. EXISTING WALLS SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. @ 4'-0" O.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT- A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE 30. THE STRUCTURAL DRAWINGS AND THESE GENERAL ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. UP POS fS SHALL BE NAILED TO EACH OTHER WITH 16d @ 12 O.C. STAGGERED. WHEN NOT OTHERWISE .NOTED PROVIDE GYPSUM WALLBOARD ON INTERIOR NOTES ARE ISSUED WITH THE UNDERSTANDING THAT IT IS THE RESPONSIBILITY OF THE OWNER B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF TO SEE THAT THE WORK IS CARRIED OUT IN ACCORDANCE WITH THESE STRUCTURAL LU MEMBERS PRIOR TO CUTTING ANY OPENINGS. SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING WITH DOCUMENTS AND THAT ANY DISCREPANCIES ARE BROUGHT TO THE ATTENTION OF THE C. SMALL ROUND OPENINGS INTO CONCRETE SHALL BE ACCOMPLISHED NAILS @ 7" O.C. NAIL 1/2" GWB WITH 5d COOLER NAILS AND 5/8" GWB WITH ARCHITECT AND THE ENGINEER. IT IS ALSO ASSUMED THAT THE FIELD REVIEW DURING o 0 BY CORE DRILLING. 6d COOLER NAILS. PROVIDE 1/2" (NOMINAL) APA RATED SHEATHING (SPAN THE CRITICAL STAGES OF CONSTRUCTION SHALL BE CONDUCTED BY THE BUILDING OFFICIAL _` M D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DOWELS ' RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UN- AND STRUCTURAL ENGINEER. NOTIFY ENGINEER A MINIMUM OF 48 HOURS PRIOR TO ; EPDXY GROUTED INTO EXISTING CONCRETE SHALL BE PROVIDED TO MATCH SUPPOR ED EDGES), AND TOP AND BOTTOM PLATES WITH NAILS @ 6 O.C. AND ANY REQUIRED SITE REVIEW DURING CONSTRUCTION °' " tea= to o � HORIZONTAL REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. TO ALL INTERMEDIATE STUDS AND BLOCKING WITH NAILS @ 12 O.C. ALLOW 13, CONTRACTOR SHALL CHECK FOR CRACKS AND OTHER DAMAGE OF EXISTING STRUCTURE, " SPECIAL STRUCTURAL INSPECTION � � WHERE EXPOSED DURING REMODEL. 1/8 SPACING AT ALL PANEL EDGES AND ENDS. 14. ALL DAMAGED ITEMS SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE u -4 ? , ` C. ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL 32. THE FOLLOWING ITEMS REQUIRE SPECIAL STRUCTURAL INSPECTIONV) N 0. REPLACED OR REPAIRED AS DIRECTED BY THE ENGINEER OR ARCHITECT. PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH IF APPLICABLE ONLY, AS PER CHAPTER 17 OF FBC 2014: AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. h WOOD PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO • REINFORCING OR ANCHOR BOLTS INSTALLED IN DRILLED HOLES IN CONCRETE OR , SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR MASONRY,EPDXY GROUTED 15. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. • MASONRY LINTELS " NAIL AL MULTI-JOIST BEAMS TOGETHER WITH 16d @ 12" O.C. STAGGERED. • STRUCTURAL CONCRETE (FOUNDATION PIERS, GRADEBEAMS, AND SLABS) „ CONFORMANCE WITH SPIE (SOUTHERN PINE INSPECTION BUREAU) STD. GRADING • MASONRY WALLS RULES FOR S.P. LUMBER. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF • STEEL FRAMING AND CONNECTIONS 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED 9 4" O.C. TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN N PLANS AND @ 12"O.C.TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED DESIGN CRITERIA JOISTS (2X & 3X MEMBERS) S.PINE OR HEM-FIR NO. 2 PLYWOODEDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF 32. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH: AND BEAMS: MINIMUM BASE VALUE, Fb = 850 PSI SHEATHING EDGES. ALLOW 1/8" SPACING • 2014 FLORIDA BUILDING CODE (FBC) I•W- o AT ALL PANEL EDGES AND ENDS OF ROOF SHEATHING. TOENAIL . 2014 FLORIDA RESIDENTIAL CODE (FRC) 0 0 (4X MEMBERS) S. PINE OR DOUGLAS' FIR NO. 1 BLOCKING TO SUPPORTS WITH 16d @ 12" O.C. UNLESS OTHERWISE NOTED * MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE7-10) W 4 MINIMUM BASE VALUE, Fb = 1000 PSI OTHERWISE. . 2011 NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (NDS) =) N ANCHORAGE • 2011 AMERICAN CONCRETE INSTITUTE 318 (AGI 318) +y o BEAMS: (INCL. 6X AND LARGER) S. PINE OR DOUGLAS FIR N0. 1 SHEET INDEX: MINIMUM BASE VALUE, Fb = 1350 PSI 22. EPDXY-GROUT--D ITEMS SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED WITH WIND DESIGN: "ET" (EPDXY TIE) OR "SET" HIGH STRENGTH EPDXY GROUT AS MANUFACTURED BY 33. • BASIC WIND SPEED (3 sec. gust) 130MPH50.0: GENERAL STRUCTURAL NOTES `n THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH I.C.B.O. • IMPORTANCE FACTOR 1 (table 6-1) LL1 POSTS: (4X MEMBERS) S. PINE OR DOUGLAS FIR NO. 2 REPORT NO. ER 5279. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. • EXPOSURE C 0MINIMUM BASE VALUE, Fc = 1300 PSI • INTERNAL PRESSURE COEFFICIENT (GC-pi) 0.18 S1.0: FOUNDATION PLAN CONCRETE • BUILDING CATEGORY II <C (6X AND LARGER) S. PINE OR DOUGLAS FIR N0. 1 - 52.0: FLOOR AND ROOF FRAMING PLANS w Z MINIMUM BASE VALUE, Fc = 925 PSI 23. CONCRETE SH LL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE �.�' WITH FBC SECTIONS 1905,1906 AND ACI 301 INCLUDING TESTING PROCEDURES. - _ - - - 53.0: SHEARWALL PLANS STUDS, PLATES & MISC. FRAMING: S. PINE OR DOUG-FIR N0. 2 CONCRETE O CONTAIN NOT LESS THAN 5 SACKS OF CEMENTFPER CUBIC YARD SHALL0 psi AND MIX YARD AND SHALLBE - / fC� -- 16. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND PROPORTIONEDTO PRODUCE A SLUMP OF 5" OR LESS. 54.0. DETAILS AITC STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND 24. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), S5.0: DETAILSPY Z SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. GRADE 60, FY- 60,000 PSI. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE OC�+E � Q SHALL BE FIELD BENT UNLESS SPCIFICALLY SO DETAILED OR APPROVED BY THE Z STRUCTURAL ENGINEER. REVIEWED FOR COBE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL. REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE; � � z F- O � � U W Ln 2�'-7" 2' 6' 1Y" U o - TYP, -1- -- - - - - -- - - - ---- -- - - - - - - - - - - - - - -� J - - - - - - \ . • Fy • I I I I \ e.�� `•��C E N`Scf•• ��.� I J ' I \\\ \ `*;'• Noln Lf- 4 -10 i 77507 '� i C.J. 6x TREATED POST W CB66 -N'`_.. I I \\ \ \ \\ �� STATE ®F;'1v BASE TO 16'9x16" CMU PILASTER; %�� `��•0R CONTINUOUS WAIL HORIZ. REINF. .,S .•• C��. THROUGH PILASTER > I I I I f 1'i�'e* FOOTING 3'-0"x3'-0"x12" DEEP `� I 5 { I (_ ' W/(3)#4 EA. WAY, BOTTOM OF t t FOOTING I l I o NEW 4" C-I-P CONCRETE SLAB ON 6" OF GRAVEL 7 C.J. OR SAND ON FULLY � f I I CO � Zo COMPACTED FILL I I 12 ' THICKENED SLAB 7 ( I N @FIREPLACE W/(2)#4 CONT, - - - - - - - - — 11 I I 2 W W 2 OR VERIFY V 10 10 I I _ — _ — _ — — EXISTING FOOTINGS Z j 77 _ I I � � I W o ., I Q az Z < 0o OVERLAY EXISTING DROPPED SLAB o � ! U _ W /NEW TO � uj W 9 I I > � I OUTLINE OF EXIST. SLAB ON GRADE / FIAT I � CN EXISTING HOUSE � W ca i 4 I I n (f) ° AND FOOTINGS; SALVAGE SLAB AS FLOOR ELEVATION TYP. I I a o o MUCH AS POSSIBLE; TIE NEW SLAB I 6x6 POST W ABU66 BASE Q d P: I o o AS PER DETAILS 5 I / Z Z 6x6 POST W/ABU66 BASE I I �? , S FOOTING 2'-6"x2'-6"x12" UJ W o m DEEP W/(3) #4 EA: WAY, re U FOOTING 2'-6"x2'-6"x12" I ( � I BOTTOM OF FOOTING O Q DEEP W/(3) #4 EA. WAY, BOTTOM OF FOOTING I I `\\ 1\\'��J� I M CUT AWAY E/IS'(` SLAB AND INS'I'1.1,,L NEW FOTING NEW POST W/ABU66 BASF EXISTING FOOTING TO REMAIN I i v N Df1 - - - - - - - - - - - -- - - - j or a > N O J a L C'4 O M u rt U u > J N d .3 ISI � � 0 N I = N N 0 z FOUNDATION PLAN NOTES: (TYPICAL UNLESS NOTED OTHERWISE) 1. TIMBER COLUMNS AND ALL OTHER WOOD IN CONTACT WITH SOIL, MASONRY, OR CONCRETE SHALL BE TREATED. J Z cl- 2. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. _j O 3. BASE ALL GRADE BEAMS MINIMUM 18 INCHES BELOW EXISTING GRADE, AND MINIMUM 18 INCHES BELOW FINISHED GRADE, 4. PROVIDE 5/8 INCH DIAMETER ANCHOR BOLTS EMBEDDED 7 INCHES MINIMUM AT ALL EXTERIOR FRAMED WALLS. THE ANCHOR BOLTS SHALL BE AS NOTED ON PLAN ~ Q / I AND IN THE SHEARWALL SCHEDULE OR AT 48 INCHES ON CENTER, AND AT ALL WALL ENDS AND WALL CORNERS, EACH SIDE OF THE CORNER SEE SHEETS S2 AND S5 I z 5. WHERE THERE 1S A DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE STRUCTURAL DRAWINGS IN DIMENSIONS, ELEVATIONS, ETC, THE ARCHITECTURAL LiJ n DRAWINGS SHALL GOVERN. = 0 7. PROVIDE POSITIVE L DRAINAGEY F V1 i.. AWA FROM STRUCTURE 1 FOUNDATION PLAN S SCALE: 1/4" = 1'-0" O Z . 0 z V) 0 {OFFICE COPY Z O W � v~i W Z 0 NOTES TO TRUSS k4AN1„JFACTDIRER 0. w I ALL ROOF TRUSSES TO BE Al' 24" ON CENTER MAXIMUM SPACING U- DESIGN LOADS TO BE: 10 PSF' DEAD LOAD TO TOP CHORD AND 5PSF DEAD LOAD TO 90T TOM CHORD AND 20 PSF LIVE LOAD TO TOP CHORD 12 TRUSSES TO BE AS PER STRUCTURAL AND ARCHITECTURAL DRAWINGS WHERE OVER -F RAPFIPJ(`a GLULAM 5Y4"x12" — IS NOTED ON ROOF FRAMING PLAN, TRUSSES THAT FOLLOW SLOPES CAN BE DESIGNED w. AND OVERFRAMING ELIMINATED ` — — — — SUBMIT TRUSS DRAWINGS FOR REVIEW AND COORDINATION TO STRUCTURAL ENGINEER PRIOR GREZ,��it� TO MANUFACTURE. `,��'►� p; e ,��® 12 TYP: NOTE: o -or- REMOVE F = � �� • REMOVE EXIST. WALLS AND ROOF FRAMING AS PER 6x6 POST ARCH DRAWINGS; BUILD NEW WALLS ECCLh 0 5Y4 6 X • INSTALL NEW P.E. TRUSSES AS PER THIS PLAN � • GIRDER TRUSS BOTTOM CHORD TO BE A MIN 2x6 TO Q ALLOW FOR INSTALLATION OF HUS26 HANGERS G.T. J • DESIGN TRUSSES 20PSF LIVE LOAD AND 15PSF DEAD Q LOAD • WALL LEGEND: EXISTING WALL X 6x6 POST W/ECC O NEW WALL: 2x6 @16" O,C, EXTERIOR AND 2x4 @16" O,C, INTERIOR LOAD-BEARING WALLS & 12 "' 2x4 @24" O.C. NEW INTERIOR PARTITION WALLS 34 • OVERFR.AME OVER EXIST, ROOF FRAMING AS REO'D. S & • ROOF PITCH 7: 12 TO MA1'Cf1 EXIST, S5 — — — — 5Y4"x13%" GLULAM TYP. TYP, Ln F-- W W THJA26 1 �� V J LUS26 S5 3-2x10 THJA26 Z j Li W 6x6 POST `dig/ECCQ6-SDS2.5 2x6 @16" O.C., TYP, NEW V) U S5 EXTERIOR WALLS WLLJ SIM. W m cro U_ H2.5A EA:. CONNECTION EA. _ 0 c� PMS @� F— TRl,1SS TO T.O. WALL EXISTING ROOF c LL v�c�� II X FRAMING TO REMAIN I X J Q Z L2 N m ( I 2x6 @16" O.C. W W COI`,IT. 2x4 BLOCKING @RIDGES, :5CN HIPS AND VALLEYS, TYP, Q I 0 Q Q � I 6x6 POST-IN-WALL 9 V M W/ECC06-SDS2.5 -� X r-4 im GLULAM 5Ya 'x13Y2" ig — — — — ---z--- THA29, 'fiYP.- �� NEW BEAM 9 NEWS PLATE HEIGHT 4..10.0'----- x cti <�) I o c� F,oQ, 'X Q BUILD 2,0' PONY WALL ABOVE -­ __: �� �� Z 6x6 W/ECC06-SDS2.5 EXIST. PLATE '� �.0' ° m �� = EXISTING ROOF — ` — THG02 HANGER z FRAMING TO REMAIN �� -- THA29 HANGERS FOR EXISTING TRUSSES �4 N D11 CD > O > OVERFRAMED �N 5O C M S NEW 46 OR 6x6 POST IN at ' WALL W/ECC06-SDS2.5 °n b U N > COLUMN CAP E � ° v Ln r4 m p �'10 0 O N o J Z � LL Z Lu 0 20 `'rJ tA CA- 1 ROOF FRAMING PLAN S 2 SCALE: 1/4" O z Z_ z O U W � " AL PANELS FOR THE WALLS NOTED ON THE PLANS. 0 NOTE: USE 19/32 STRUCTURAL � I W Z SHEARWALL DESIGN 0 DESIGN PANELTOP PLATE ATTACHMENT BOTTOM PLATE ATTACHMENT BOTTOM PLATE ATTACHMENT U- SHEATHING EDGE NAILING MARK AT EACH JOIST CSD STUDS TO BEAM WALL BELOW TO CONCRETE OR MASONRY BELOW SW1 19/32 STRUCT PANEL 10d ® 6" O.C. H2.5A CS16 W/ (6) 10d EACH END 0 48 O.C. 5/8" A.BOLT W/2" WASHERS, EMBED 7"®SAME SPACING AS .. CS16 W 6 10d EACH END 0 32 O.C. SHOWN ®LEFT SW2 19/32" STRUCT PANEL 10d ® 4" O.C. H2.5A / O CS16 W 6 10d EACH END 0 16' O.C. SW3 19/32" STRUCT PANEL 10d 0 3" O.C. H2.5A / ( ) �� H2.5A CS16 W/ (10) 10d EACH END C�? 16" O.C. - * : ��� wcrt:SW4 19/32 STRUCT PANEL 10d 2 O.C. SW5 19/32" STR PANEL, BOTH SIDES 10d 0 4" O.C. EA. SIDE H2.5A CS16 W/ (10) 10d EACH END 0 16" O.C. W SW6 19/32" STR PANEL, BOTH SIDES 10d 3" O.C. EA. SIDE H2.5A CS16 W/ (10) 10d EACH END CSD 1 '" O.C. P �� " A. SIDE H2.5A CS16 W/ (10) 10d EACH END 0 1 " O.C. SW7 19/32 STR PANEL, BOTH SIDES 10d 0 2 O.C. E G1 1/2" X 4' GYPSUM SHEATHING 0.120" NAIL X 1 3/4" LONG, 7/16" HEAD, GALV 0 7" O.C.; UNBLOCKED 16D ® 6" O.C. 4 A In ' G2 1/2" X 4' GYPSUM SHEATHING 0.120" NAIL X 1 3/4" LONG, 7/16" HEAD, GALV 0 7" O.C.; BLOCKED 16D 0 4" O.C. 1. BLOCK EDGES WITH 2x LAID FLAT AND NAIL TO INTERMEDIATE SUPPORTS WITH 8d 0 12" O.C. 2. 10d NAILS SHALL BE 0.148"0 x 3" (COMMON) 16d NAILS SHALL BE 0.135"0 x 3 1/2" (BOX), GALVANIZED. 3. FRAMING AT ADJOINING EDGES SHALL BE 3-INCH NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE NAIL ARE SPACED AT 3" OR 2 " O.C. UH _ 4. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL, PANEL JOINTS SHALL BE OFF-SET TO FALL ON DIFFERENT s� FRAMING MEMBERS OR FRAMING SHALL BE 3 INCHES NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 5. TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ENDS STUDS SHALT. RECEIVE PANEL EDGE Ln F- W NAILING; 4x6 OR (3)2X4 BUILT UP POST 0 ENDS OF SHEARWALLS SW4, SW5, SW6, SW7. 6. ALL SHEATHING MATERIAL SHALL BE APA RATED "SHEATHING" WOOD STRUCTURAL PANELS, H� INDICATES A Ali,-1F'S0N STRONG TIE 1°I01_UOWN Z Lu L.L 7. ALL EXTERIOR WALLS SHALL BE SW1, U.N.Q. HT14 ';N/5,�"O A.BOLTS @NEW CONSTRUCTION, W INSET A.BOL,T A MIN, OF 9" INTO CONCRETE, 8. CS16X48" LONG STRAPS MAY BE SUBSTITUTED BY LST149 SIMPSON STRONG-TIE AT EXISTING CONSTRUCTION, PRE-DRILL %4"� V Q HOLE 9" DEEP AND INSTALL A.BOLTS USING E-- EPDXY GROUT MIX SET-22 C � m U H H SW4 H H, < L f— _! Z Z _ Wwrvlo O Q Q "o V H M H SW3 tV H H H ''�� H / N on GW N > W �� N 1u0 v ,. 4 $v N { Yj Vu O > J N rL 0 El 0 0 0 1 W SHEARWALL PLAN = N S3 SCALE: 1/4" = 1'-O" LA z . gw a J � H � U W cn W W 0 N crit Q O Z Z_ OFFICE COPY Z O NEW V �.1..� Ln EXISTING HOUSE W N OZ AND FOOTING tj O �Q co ��/ittitp o Q QQQ o FtEEAf 44A 31 � 31 121 Q #4 VERT: �� Cep yy d r T ^ T W r� CORNER BARS TO MATCH EXTERIOR CORNIER BARS TO MATCH CROSS WALL Q Q Q Q Of HORIZ. REINF, HORIZ. REINF. . � �0=U ° (3) #4 I1'J FOOTING, i A°•. 5.1 O o CONT. ��i F t O�\'°•�C/=��` f ... 1 flE��J )v`� Q O OQO 4 @48" O.C. QK0C' SEE ARCH DWGS ° ° ° ap• 4 FOR SLAB DROP„ ADD'NL, VERT. BARS TYP. CORNER BAR N24" pOQp�Qp QQQ Q 00,0 Q, g • O O Q� a ° ° O CO CROSS WALL e ° ° a q 8„ °° q � � ° ° ° q (2)#4 CONT. #4 @48" O.C. ° 6" LANG INTO "� DOUBLE CURTAIN %#4x14xl DRILLED MOLES �`IE,'� (2)#4 CONT. 2, EXISTING s 1'-0" O.C.; EPDXY GRO1J_(' TYPICAL CORNER BARS AT CMU FOUNDATION @FIREPLACE ~ w W 7_ NEW SLAB COEXISTr7-"\NWALL @DROPP D SLAB_ r-4—'*"NOR CONC. WALLS OR FOOTINGS AND COVERED DECK u �:: S4 SCALE: f4,> ,� - 1 C.> „S4 SCALE: 3/4 - 1 >,0 S4 SCALE: 3/4 - 1 0 S4 SCALE: 3/4 - 1 0 Z L• LL_- _ UJ 0 0 = U w Ln U3 uj m Q 0 P: SECOND POUR FIRST POUR Q z Q SEE PLAN FOR SLAB BURKE "KEYKOLD" JOINT Ld00 O Q THICKNESS AND STOP REINF, 1" CLR. OF dd REINF.-TYP. JOINT EA. SIDE i PROVIDE CONTROL OR CONSTRUCTION U JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR 6X6 W.W.M. OR #3 @16" AREAS OF 400 SQ. FT. OR LESS. O.C. MIN-DEPTH AREAS TO BE APPROX. SQ. AND HAVE NO ACUTE ANGLES, JOINT LOCATIONS TO BE APPROVED BY THE RCHITECT. ±0'-0" FINISHED SLAB A ° ° EL EV. OR SEE PLAN PLASTIC VAPOR BARRIER 2x6 @16" O C, W/%"O #4 NOSING BAR AND COMPACTED GRANULAR A,BOLTS EMBED 7" MIN FILL PER PLAN @SPACING AS PER SHEARWALL SCHEDULE a�Q a oD c CONSTRUCTION JOINT qa #4 CONT NOTE: FOOTING CAN BE ° SEE PLAN FOR SLAB 1/8"x1 1/2" PREMOLDED CONT. MASTIC AS PER DETAIL 1/54 FULLY COMPACTED #4 @16" O.C. BOTH WAYS, THICKNESS AND JOINT STRIP. (JOINT MAY BE SAW-CUT qO ° ° �0C STRUCTURAL FILL MID-DEPTH REINF.-TYP. AT CONTRACTOR'S OPTION.) /\ Q 4 @48" O.C. J qa a0. aC # 00 (3) #4 CONT, IN r:�4' " z �a a� FOOTING \\ \ - Lei N q� `} on CUT ALT. WIRES AT ° (2)#4 CONT. BOTTOM PLASTIC VAPOR BARRIER AND OF FOOTING JOINT COMPACTED GRANULAR FILL PER PLANof 0 CONTROL JOINTl'-6 I JOINT DETAILS N g CONCRETE STAIRS N GRADE 5 AT SLAB ON GRADE 2 DETAIL C FOUNDATIONS �" 'El r at>u S4 CALE: 3 4 = 1'-0 / S4 SCALE: 3/4" = 1'-0" S4 SCALE: 3/4" = 1'-0" u b ou CU� u u{ Lei CL CONCRETE MASONRY WALL D3' ADD (1)-#5 DIAG. IN WALL oe PIPE SLEEVES AS REO'D. ilf LOAD BEARING WALL OR SHEARWALL W Q AS PER PLAN O A. BOLTS AS PER SHEARWALL SCHED, N ( II = o W d- I YP. FTG. REINF, CONC, SLAB AS PER PLAN = N O ADD BARS TO MATCH TYP. DO kiOT PASS REINF. THRU 17HIS AREA _..E OF EXCAVATION a X d —_ N i — — �1 W Q (2)-#4 CONT. BOT, W EXCAVATION NOT ALLOWED---- t=!1 Q BELOW THIS LINE � 2' MIN. � 40 1'_,.6" MIN1'-6" "ooe TYF, FTG. REINF. TYPICAL SECTION AT THICKENED SLAB q TYPICAL STEPPED FOOTING 6 PIPE Et TRENCH LOCATIONS 3 AT INTERIOR WALL z S4 SCALE. /4" = 1'-0" S4 SCALE: 3/4" = V-0" S4 SCALE: 3/4" = 1'-0" OFFICE COPY Z O II Ln WLA z BLOCK @ EDGES a ki Cie (8)-16d @ 4" G:C, STAGGERED AT BLOCKING @ RIDGE W/ NAILS @ EDGES�� O NOTES: 8d @ B O.C. AS PER SHEARWALL SHEATHf7dG T� EA. SIDE OF SPLICE ALL HARDWARE TO BE GALV. SCHEDULE NAIL (8)--'16d @ 12"` 0.0, STAGGERED 2. PROVIDE BLOCKING BTWN. TRUSSES AT ALL SUPPORTS. , BLOCKING W/ (4) 8d TOP CHORD SPLICE ELSEWHERE 3, SEE ARCH. DWGS. FOR ROOF EDGE TREATMENTS NAILSbbtiltt/// OVERHANG 2 STUDS @EXTERIOR @1 FtOJJGN r' • %%%% EE OPENING GREATER THAN 3'--0" "-__._: osE HEADER 1 STUD @ INTERIOR & EXTERIO ��• �� US FROM TO. FULL DEPTH BLOCKING (U,N.O.) CONTINUO W/ 8d @ 6" O,C, X40PLATE TO BOTTOM PLATE BOTTOM CHORD SPLICE * •W s 2.X_ FULL DEPTH - NOTES: • :ll!s SIMPSON H2.5A BLOCKING 1. FOR HEADERS SUPPORTING ROOFONLY, @ 16" O.C. TYP. �',• SSP Q s PROVIDE 1 CRIPPLE FOR ROUGH OPENINGS �5'-0", U.N.O. s ^t• �`� FOR OPENINGS LARGER THAN 5' 0", .� •••• �t O ..� ��.'•,....((.��. i� l.J� :40,^ USE 2 CRIPPLES U.N.O. SEE NOTES FOR PE TRUSSES Y OTHERS NAILS © INTERMEDIATE 2. FOR HEADERS SUPPRTING FLOG AND ROOF, ¢ r3 AT 24" O.C. SUPPORTS @� 12" O.C. l � SHEARWALL TRUSSES OR JOISTS NO, OF CRIPPLES PROVIDE 1 CRIPPLE FOR ROUGH OPENINGS PER PLAN AS PER PLAN �3'• C'„ FOR BLOCKING @ 48" O,C. OPENINGS UP TO 6'-0", U E 2 (RIPPIFs 2 x STUDS, SEE ARCH. W/ (4) 16d TOENAILS FOR OPENINGS LARGER THAN 6'-0", ��� HE S /// ROOF: EXTERIOR PLYWOOD 1/2" PLYWOOD SHEATHING W/ SHEATHING, APA RATED USE 3 CRIPPLES U,N.O. 6'-0" MIN, BETWEEN SPLICES 8D @ 6" OC @ PERIMETER AND @ 12 O, C, IN FIELD OR AS PER SHEARWALL PLAN SPLICE TO OCCUR AT CL, OF VERT, STUD-TYP. AND SCHEDULE TOP PLATE SPLICE TYPICAL WALL SECTION TYPICAL INTERIOR TYPICAL STUD AT JAMB TYPICAL DETAIL TIE DOWN DETAIL BEARING WALL 7 (LOAD BEARING WALLS) 4 » S5 SCALE: 3/4" = 1'-0°° I� CC� BE S5 SCALE: 3/4 = 1 -Q „ = 1,_p„ S5 SCALE: 3/4" = 1'-0' l!1 S5 SCALE: 3/4 LLJ w Z w w W >_ oo = WrVe Un w w Co L/3 MAX. cl� u SIMPSON STRONG TIE STRAP TIE 0 D MIN. D MIN. c � W/10d NAILS X1Y2" V- 3/4 D +�°10' Ci, o Z *ROOF TRUSS OR 2X8 ROOF MAX. _o JOISTS @ 16" O.C. �o w 1 � o Q Q 0516 STRAP W/ (3) 8dCB66 POST BASE NAILS INTO JOIST AND (3) T, 4:12 Ll SLOPE M08d NAILS INTO HIP �y�� N e o 0 (TYPICAL EACH JOIST 10 o —(4)#4 L DOWELS W/(2) HIP CONNECTION) �_„n ,zp- Cil -7777777: �° V� WWCFP, ums lAr4N L3 EXCEP ONS - °� ❑BUBilii SP AEA I[EM d f EWW E Rf~ CJ51 N� Checking i% o0y for general cw"mance we design cwicopt of project WW gefwW coaWNepca 'Aft CWbimc Documents.Contractor Is respons Tot for conthtning and correlating dimensions at job site, for Infonnatiorr which portalm to ht ar dioor processes of contruction techniques and for Toe coordksaEon of work of as trades. Cbsdft 4 WP dfiMAw 9w pm rob" Cankm r' 0f T03 mespoadblfftir for davbdm from qw! - of ;orjftd DOCwmmb Rea for $a►ors or amiiN10m T04 U. T05 T06 T06 CCC � 0VIE . T07 MAR 4 2016 T07 T07 T07 T07 GLULAM BY OTHERS T08 HTU2 T08 HTU2 cr w _ ROOF TRUSS PLACEMENT PLAN P T08 HTU2 O HANGER SCHEDULE Tos uz a 6 - HTU26 - SIMPSON HANGERS T09 HTU2 BUILDER: PUNAM U6 VATHIAL5 HTU2 LE(FL ADDRESS: To 2W 0HANEORE51 DFIVE WEST MODEL Inc. WELLA ADDITION Building REVISION: SDALE: DABS. DRANN AY. JOB NQ NT5 - 212512016 EL0 �66�48 REVISIONS I RE VISIONS DA TE NO. '� TION .INE �' Uil _DING Rff�Ti�IG - '4 .°.. q ° \ ®. • .. .. m ° 'w T/1 .A ,.e ®a ,q,m 4 a a a V U AV v ' A4At // Pa ®4'.m °.•ad<I a Oc 10 m m• °. .e. LU - .� a o >, a 4 a. EXISTING DRIVEWAY a d TO REMAIN Lu : e op sod A da A A4 e a S .. L -LJ lip rj�vw- c— LL_ U''E t`J . c ® � W , J m0 0 o z` m m ® o < fn ti_ LLJ Z r Z (DW w (s o O UJ V) � � ¢ w vi m LL n m ® 11 11 4 a - ® C) V) z LL FLLI tid U) S F- y on x x Q Q U .. ? SSI mis QI�C/ S3flllll;l '30d 11b�Q df1� 1N�{N3SbS ,OZ a a Q - �� OD 0 Q v \w. e6 3®t69`�Z®ZRS a_` �` > O O h ~ Q n �� N N �LL p t�1��o i�1C>it l adld NUuI), c'U:)I - to m(n 2 c oWooZ0JQ Z � pO - ! 7 LJ }_— tea-- U_ M ¢ � V} 0 a t, w C) L7 2 0 31MDN00 J �t LLJL�"'O.z 0 (IfWLLJ F=- _ .D zZMN° i LTJIx 2 v U) CL oom M ct ' ` (n WUMl 0 LJ ooV) LLJ `o w ' . �� 2Q W (n �,, J m m o a? o.,W �,r l\ J Q <C C� Z �C� Q v z ® r 's a "� 1� �, t\ W `� < m Z o ou OW W 2 -� p� QU ,, y N W W Lj _J U ® vyZ W v v o � �� ?-'p Z G WZC) U tz ? o ® n° C1� ,<_ W v) y J p y ZD j Z -9 � � i� w ir'� in m �3G�� W 4 ~ � W < rN J U tl o M oo ,: a of _ p W LD ?< 00 g t- W a r t N ®� p�Ap a��uj �+ 1 N �_ � /V166..°�L�b® O� \w, � (— � {_ y U Q a Q Q-� Z UJ LL 09 Lm CW� Li Q tzzo I-- oom � DLW1� Q � OOIVW� O ? ¢Q " � ® ® 10LZ 0z OPry ``__ Z W, �! W Z ® ~ L, J D — WAC) uo= . o 00 O x a h U �'CN a F- fV� OCl] m'`� � CJ !�- OW � O =Z hQa W Z —! w t- ® Q �,® W 5 W Li W W C-4 D n�� M CV o J J 0- 0U — O W � p W JZZD2M r�> W <LaJ a ~ ;Z �L � = OQ � � my pti H:fy REVISIONS RENOVA IONS AND ADDITION DA TE NO. FOR THE AREL A RESIDENCE C a . , o � �° xATLAN IC BEACHFLORIDA ¢ a z � U 6 a' w IF Q � 438 SF TOTAL ADDITIONAL UNDER ROOF , 6 REVISIONS DA TE NO. ATION LINE .� �)UILPIN �T1�IG � o oc N O G A PA � a / LLJ X" LLA PRIVE AY REVISIONS DA TE NO. FF II '20 p� w d PLATE HT. \� S' PLATE HT. 2 30-5" A-6 20'-8" 2'-3" 6'-1" REVISIONS OLUMN i.., DATE NO. 9" OUTDOOR M COVERED PATIO FIREPLACE 1 STEPS: 1. IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS 4'-6" THE TOP, INSTALL THE WRB TO THE FACE OFWINDOW INSTALLATION (METHOD A-1 ) THE SHEATHING. 2. APPLY SILL FLASHING WEATHER RESISTANT BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. 3. APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN SEAL THE WINDOW FRAME TO -0- A OUTDO 5' TO —0" HEAD SCREWS FACILITATE INSPECTION. OPENING. APPLY A)V NOM. DIA. TO THE BACKSIDE (INTERIOR) OF THROUGH WINDOW JAMB ISIRILL 4. APPLY BEAD OF SEALANT AT SIDE JAMBS, THE WINDOW FLANGE, IN LINE EXTEND 8 Ye" WITH ANY PRE-PUNCHED HOLES SEALANT BEAD BEHIND OR SLOTS. MOUNTING FLANGE o 5. APPLY JAMB FLASHING i `o o 6. APPLY BEAD OF SEALANT AT HEAD F JAMB FLASHING 7.APPLY HEAD PUSHING APPLY CONT. SEAL TO THE MOUNTING I ' ' FLANGES AT THE TOP (HEAD) AND I I}ALI` WALL W, N 8. REMOVE PREVIOUSLY APPLIED TAPE, SHOES (JAMBS) OF WINDOW. EXTEND SCREEN ALLOWING wRB TO LAY FLAT OVER HEAD SEALANT AT JAMBS %*ABOVE THE FDIAGONAL.CUT - SEE DIAGRAM. INTO SEALANT AND FASTEN IN PLACE. LASHING. APPLY NEW SHEATHING TAPE OVER R0. AT HEAD. EMBED JAMB FLASHING (FLASHING GOES OVER SEALANT) SEALANT BEAD BETWEEN FLASHING AND MOUNTING UP OPERABLE CLASS WALL (NANAWALL H6W(/v OR FLANGE APPROVED EQUIV) Z SEALANT8Y2SECURE WRB AT HEAD 16'-0" a, CONSTRUWT NEW WALLS ON AREA OF EXISTING SCREEN r1 w POR6-H 5 ,IAMB FLASHING \ M EXTEND JAMB FLASHING TO \ 5 OVERLAP SILL FLASHING. EXTEND \ JAMB FLASHING W ABOVE \ ROUGH OPENING AT HEAD. TUCK FLASHING AT HEAD EXTENDS t" N O 2 TOP OF JAMB FLASHING LINER \ \ BEYOND JAMB FLASHING. F� r THE FLAP OF WRB AT THE HEAD. \ A-7 X_ (3)30/0 FIXED z OSEE DIAGRAM. \ LL U "i 6'-4" 6'-4" U M 7. HEAD FLASHING \ INTERIOR VIEW: J� J� /� { EMBED BOTTOM OF THE HEAD TOP LEFT CORNER OF WINDOW CREAT ROOM IGNIS VENTLE� FI a� INSERT, OR APPROVED EQUIV. _ FLASHING AGAINST THE PREVIOUSLY v APPLIED SEALANT (FLASHING GOES ^ N � ..r � � +CIS s� M OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB \ FLASHING. FASTEN IN PUCE SEALANT .-- �I9"� �n MAROARET'6 OFfIGE ~ N j CUT LINE -���� SILL FLASHINGcy \ nq (RAISE FLOOR TO W DO NOT REPLACE WINDOW, THIS LOCATION. REMOVE EXISTING, % AACCIHIIEVVEE SQUUAARRE PLUMB,NAND LEVEL z W I MATCH FLOOR LEVEL THEN PATCH & REPAIR WALL / CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN z � 4 - OF ADJACENT ROOM-" t. WEATHER RESISTANT BARRIER WINDOWS PER WINDOW MANUFACTURER lD I— AS NEEDED. SPECIFICATIONS. _1 A-S ; 11 5" ALIGN NEW / (2)30/v0 GSMNT AT A 45 DEGREE ANGLE, CAREFULLY Q 10'-0' TO EXIST �G�V1NT CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE '-- BARRIER UP AND TAPE THE TOP n ' CORNERS AND CENTER TO THE oo EXTERIOR WRB SURFACE ABOVE. REVISIONS - - - - - - - - - - - - - \ CONTRACTOR TO DATE NO. \ VERIFY MIP ROOF SLOPE AT 45 PE6REE \\ WALL I \Q \\ Q I I I I I I I z I O I i a w u � N °N i I U � No I a C� - - - - - - - - - - w I � I I � REVISIONS Fn T DA TE A 0. 4'-6' // \ i \ IX( Tw, \\ \\\ TY /- �\ \\ � _ \\\ \\ COVERED PATIO i o _ \\------------ UP _ -_ GFI OGFI GF] O V1 LINEAR ---- W AIR-DIFFIJ�ER a LOGAT I ONS T15D O \\\ GREAT OM u \ IXC Tsdo i — d \\ oc IN OFFERS, R IX8 TRIM & TP Q R / \\ \\ Y 15OX SEAMS TY MARGARET S\OFI=ICE .� oN FLOOR GA]�L.E & \\ O.H. OTTOM OF M / / i DUPLEX OUTLET Q � LOCATIONS TSD. M--� ►--I a" , v1 i 3 ---�--------------- ----------------------- -� n ,----\ U-G. ANGLED I ryl r. \ R REVISIONS DA TE N0. REMOVE STUCCO KEY ONES _. NEW DOUBLE ENTRY DOORS & PATCH & REPAIR EIFS RIM AS TRANSOM O NECESSARY TO ACHIEV CONTINUOUS f5ANDINC-) TRIM w AS INDICATED, T-YP. --\ E-+ � v � � WALL tIT � cn H � o M a EXIST STUCCO FINISH TO 15E PAINTED, TYP W Q O`-O" APPROX S I N I id CRAPE — — — REVISIONS DA TE NO. NEW ROOFING TO MATCtl EXIST z O W H Ou � w WCL HT 8-� WALL HE � SCREEN Af5OVE OUTDOOR C-7RILL a STUGGO SKIM GOAT OVER NEW CONCRETE FOUNDATION a WALL, TYP IX(o T & Com, TYP Zi XI TRIM, TYP REVISIONS X8 TRIM & f5OX 15EAM, TYP IX8 TRIM & f5OX SEAMS, TYP 4 1/2" f4,—�» 9„ ,-9„ 9�, f4,—g , DATE N0. NEW GROWN MOULD, TYP LJ SPLIT-FADED STONE ft-ASS INSERTS VENEER ED z � � _ ��(—� Sfi1ELVE5 - z SCREEN r� z RECESSED FLAT SCREEN _ _ '�� 1C MARCARE 15EYOND LLLLLLLLLLLLLLLLLLLLLLLLLL_LLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL c _ r A LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL L �AGKSPLASh O �( LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL GRANITE LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL fill If LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL COUNTERTOP w O O O z z a [� - _ o 0 0 0 Ignis Ventless Fireplace Insert FB6200—D -d O z " zLAI: Iz >J ME WC–Pt if- P— LL 45 f�AR/ OREAT RM/ rn 4- N O ,- IX,o T & C, TYP U ►--� a SCALE= _�–O I~ =IXI TRIM, TYP IX5 TRIM & 15OX f5EAM, TYP W f4)_91) g„ 14,-9„ 9„ f4,-9,, 4 1/2" Q NEW GROWN MOULD, TYP NEW GROWN MOULD, TYP REVISIONS DATE,' NO. Z O c BUILDING RESTRICT ION LINE M � zc u �M Z ago �\ U 0 w 3 H Q f J DRIVEWAY I i� fi I Lu W I �< LuLuI Lu I GONG WALKWAY W a 42'-S" > o cn UTILITY & DRAINAGE EASEMENT w C) rn U M N m IMPERVI S S FA AREA OU UR GE RE , DRAWING .LEGEND HOUSE FOOTPRINT 3/09 SF DRIVEWAY 1722 SF EXTENTS OF NEW UNDER-ROOF ADDITION SIDEWALK 73 SF A/C PAD 33 SF DATE: 15 DEC 2015 TOTAL 5837 SF DRAWN DY. PAT TOTAL IMPERVIOUS SURFACE 5437 = 0.44 CHECKED BY: PAT TOTAL LOT SIZE 10219 AR6H I TEGTURAL s I TF PLAN A- 1 N I J, VFt Vol 0 inn r + _ c: 4 4 1 , a ��a � a r + ` eVo ez ' lk YY ' I&IP +► ` t 1 V WOO& tp ld pb di* r' Wr'" , , 74 PP-, C. "' . I i