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DRAWINGS
27 10' 19/32' PLYWDDD RDDF SHEATHING THRUOUT (SEE STRUCTURAL 6- 16d TO HEADERNDTES) NAILING W/ 8d 3' L7, C, 6-10dX 1 1/2" TO JOIST & AT PERIMETER AND 6' D, C, SIMPSON SUR/L26 HANGER AT INT. SUPPDRTS. H1 A10 I I H a � �—O , XIST. OUSE BEAM 8'-0" I EXIST. HOWSE BEAM 8'—" _!!0 T F wa_ 0 �ing� i . ® i I jl I i I/ j i I /I j ! D 10 00N � @ I ®m LLI !j of I I �I i���f ISI- — u -0 10 4 w ��� zw j U) I E!: I D� I �I / N j / Ute) U)O I I ap I 1 ; jl I IIX X cc I- U) F j 1 U)� x _, j W i I i 1 1 1 WI/ -1X/ST. 2 8 W00 BEAM I I I it I I jl I j I I I / i j U) / U)I EXIST. 'ROOF HOUSP j W j is! .I W' ! RO HO SE' i, ,d IM W / / /� /�W U) / I U) j I ( iEXIS HOUIE BEA E17H10 I H10'i H10 _J 10, 1 / I j I j / U) I I i. - U) I .-U)I x j wl �jl HOUSE BEAM 81-0" j NEW HLiuF FRAMING' 5/8" CDX PLYWOOD DECK W/ APPROVED BITUMINOUS FLAT ROOFING HOT MOPPED OR TORCHED PRODUCT APPROVAL REQ. GALV. DRIP 2"X8 0 16" O.C. 1,� 1 "x 2" WOOD SO. PINE #2 ~~ 2" x 10" WOOD DETAIL "I N.T.S. GENERAL ROOF NOTES: TSJ®BNOTES ARE SPECIFIC TO HI) 1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED H UNDER THE ASSUMPTION THAT THE FRAMING SCHEMES OWN WILL CLOSELY PARALLEL FINAL TRUSS MFG. LAYOUT. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND MAKE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED TRUSS DRAWINGS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW PRIOR TO PERMIT SUBMITTAL AS PER GENERAL NOTES. 2. REFER TO DESIGNERS FLOOR/ FOUNDATION PLAN DRAWING FOR ALL ROOM VAULTS, TIE BEAM HEIGHTS, SIZE AND REINFORCING. 3. CONTRACTOR IS RESPONSIBLE FOR ALL STRUCTURAL COORDINATION AND SHALL NOTIFY DESIGNER OF ANY DISCREPANCIES PRIOR TO POURING OF FLOOR SLAB IN WRITING. 4. ALL CONNECTOR STRAPS SHALL BE GALVANIZED SHEET STEEL. ASTM A446-75 GRADE A (fiy=33,000 P.S.i- - 5. ALL STEEL SEAT DETAILS SUPPORTING GIRDER TRUSSES SHALL BE COORDINATED WITH THE TRUSS MANUFACTURER FOR SIZE AND BOLT SPACING REQUIREMENTS (SEE PLAN). 6. ALL FLAT ROOF AREAS SHOULD HAVE A MINIMUM SLOPE OF 1/4" PER FOOT. 7. GABLE END TRUSSES: NAIL 8d 4" O.C. 8. GABLE END TRUSSES: USE RING SHANKS OR 10d NAILS FIRST 5 FEET. BLOCKING @ 48" O.C. MAX. IN FIRST 2 FRAMING SPACES EACH END. 9. GIRDER TRUSSES SIZED BY MANUFACTURER. 10. ALL TRUSSES NOT SPECIFICALLY CALLED OUT HAVE UPLIFT'S OF 1,350# AND ARE TO BE SECURED TO CONCRETE BEARING SURFACES WITH A SIMPSON HHETA-20 OR WOOD BEARING SURFACES WITH A SIMPSON H10 11. ON ANY TRUSSES 40' OR GREATER, CONTRACTOR SHALL NOTIFY DESIGNER OR ENGINEER ONE WEEK IN ADVANCE TO ARRANGE FOR FIELD SUPERVISION. 12. ROOF MUST WITH STAND 170 MPH WIND LOADS. CONTRACTOR SHALL PROVIDE MANUFACTURERS SPECS ON ROOFING. 13. PROVIDE 22"x 54" ACCESS PANELS W/ FOLD DOWN LADDER 14. ROOF SPECS AND PRODUCT APPROVALTO MATCH EXISTING ROOF MATERIAL (UNLESS ENTIRE ROOF TO BE REPLACED) 15. ALL STUDDED POST MU15T BE CRIPPLED AT ROOF GIRDER BEARINGS AND WOOD BM'S. GLUE AND NAIL PLIES AT 12" O.C. TYP. WALL SHEATHINGS MUST BE NAILED TO EA. PLY AT BOTH SIDES 5/8 CDX PLYWOOD DECK 2X8 RAFTERS 016" O.0 '= W/ APPROVED BITUMINOUS So. PINE No.2 FLAT ROOFING. OR BETTER HOT MOPPED -OR -. TORCHED PRODUCT APPROVAL REQ. -- COMPONENT AND CLADDING PRESURE ZONES CALCULATED MARK NAIL SIZE NAIL SPACING NAILS TO SEATDownload1 BOLTS ZONE LATERAL LOAD Umax. 8d RING -SHANK FASTENERS 4" @ EDGES 6" @ INTERMEDIATE SUPPORTS F2max. O SIMPSON ABU44 12-16dxll/z" 8d RING -SHANK 6" © EDGES, 12" @ INTERMEDIATE SUPPORTS - ) - ® FASTENERS 4-SDS1/4x11" 4-10d 6-10dX1%"" 5-1/4x1 1/3TAPOON 4-10d 6-6d - - - _ _ - [� - CORNER DISTANCE, A= 4 FEET IN ALL CASES - - - - 285 - - - - ® SIMPSON H10A 9-10clX1f,2" 9-10dX1M" 10-10dxf% - - - © IMPSO SIMPSON tAt tAt I I I I ®I 4)Q -1 -- -- I® -----�- i I I I 1 I I I I 1 1j ®i i 12 I I I I I iO I A 6, I iA A' I I iA I I ------------- I -----�- i I I I LAN 41 ® 1 FLAT ROOF PLAN CORNER DISTANCE, A= 4 FEET IN ALL CASES GABLE ROOF 10' < -0- ae� 30' SEE DETAIL "E" 5/8 GYP. BOARD i - P-19 INSULATION. GAL.. DRIP - - - ----- - - - -- - EDGE 1"x 1"x 2" P.T. BORATE SIMPSON: H10A 2% 10" WOOD` W/ 12-8dxl/2 TO TRUSS FASCIA / I & 13-8d TO PLATE _ 1 UPLIFT: 1350 LBS. j SIMPSON: SPH6 OR USP SPTH6 1'-0" O.H. W/ 10-10dxl/2 TO STUD LJ (TYP.) 1 UPLIFT: 1240 LBS (TYP) METAL LATH AND WOOD SOFFIT W/ 7" x 24" SCREENED VENTS @ 8'-0" o. c. 2X6 SOLID WOOD BLOCK ON SO. PINE NO. 2 A MID HEIGHT W/ (2) 16 D TOE NAILS @ EACH END (NAIL EVERYTHING TO BLOCKING) 8'-0„ 2"X 6" WOOD @ 16 O.C. FOR WALLS. W/STUCCO FINISH OVER 1/2" APA RATED PLYWOOD ON WALLS W/ 10 D NAILING 4" @ EDGE 6" @ INTERMEDIATE SUPPORT %" DRYWALL W/ R-13 (STAGGE JOINTS) VAPOR BARRIER INSULATION. AND WIRE. Q SIMPSON: SPH6Z W/ 10-10dxl� TO STUD UPLIFT: 1240 LBS (TYP) 3" GALV. FLASH.-: MIN. ABOVE -x x x _x -1- x x x- x FINISHED GRADE 6" -I lj +/�ji TERMITE TREATMENT REQ. COMPACT FILL REQ. 2"X6" P.T. BOTTOM PLATE • ° W/ 1/2" WEDGE ANCHOR AND 18" X 18" CONT. 3X3X1 /4" P.B WASH _ —III MONOLITHIC FTG. W/ @16" O.0 MAX. FROM END. --- --i I _+, _—I _ 3 # 5 CONT. ON EMBEDMENT INTO THE FOUND. - i� (II POLYETHYLENE VAPOR MOISTURE BARRIERS NOTE: BOTTOM OF FOOTER MIN. 12" 18" BELOW FINISH GRADE. TYPICAL WALL SECTION SCALE: N.T.5 2" x 8" RAFTERS 12-8dx1 @ 16" O.C.-"\ MIN. EDGE DISTANCE 3/8" 0 0 \--13-8d F2 ~ F1 Simpson H 1 0'A WT'.& PLYWOOD ROOF SHEATHING: a. Plywood roof sheathing shall be 19/32", exterior grade, sheathing, with 32/16 APA span rating b. Lay panels, continuous over two or more spans and with face grain perpendicular to primary framing members. End joints shall occur at center of primary framing member with both panels fastened to it. End joints shall be staggered. c. Exterior porch ceiling and soffit 7/8" stucco on high rib lath w/1 3/4" embed nailing. d. Plywood wall sheathing shall be 1/2", exterior grade, nailing with 10d 4" o.c. @ edge, 6" o.c.@ intermediate supports. GYPSUM BOARD PART111ONS AND CEILINGS GYPSUM BOARD PARTITIONS —Non—rated partitions shall have 1/2" th. Gyp. Bd. On each side of 3 5/8" th. Metal studs at 16" on center and/or 2 x 4 wood studs at 24" on center . —Fire rated non—bearing partitions shall have 5/8" th. Type "x" gyp. Bd. On each side of 3 5/8" th. (or as indicated on plan) metal studs at 16" on center with r-11 fiberglass insulation between —Bearing partitions shall have 5/8" th. Type "x" gyp. Bd. Each side of 2 x 4 wood studs at 16" on center, Storage areas under stairs shall have 2 layers of 5/8" th. Type "x" gyp. Bd. Secured to the walls of the storage area. GYPSUM BOARD CEILINGS —Garage ceilings shall have �/Z"' th. '"x'" gyp. Bd. wood trusses at 24" On center. —Ceiling affixed to wood roof trusses at 24" on center shall be 5/8" th. Gyp. Bd, —Ceiling affixed to wood Floor trusses shall be 1/2" th. Gyp. Bd. On 1 x 3 wood furring at 16" on —Ceilings of storage areas under stairs shall have 2 layers of 5/8" type "x" gyp. Bd. Secured to the underside of the stair. 5/8" CDX PLYWOOD DECK W/ APPROVED BITUMINOUS FLAT ROOFING. HOT MOPPED OR TORCHED PRODUCT APPROVAL REQ.—,,, 2X8 RAFTERS @ 16" O.0 ADD SIMPSORL H10 W/ 12-8dx1h TO TRUSS & 13-8d TO PLATE UPLIFT: 1350 LBS. EXIST. WOOD BEAM NEW (2) 2"x6" TOP PLATE W/ SIMPSON: SPH6 W/ 10-1Odx1'h TO EA/S. STUD UPLIFT: 1240 LBS. 6 I TRUSSES R-19 INSULATION. -- N EW 578" GYP. BOARD , 1zS j 2X6" WOOD BLOCK NAILING TOGETHER TO EXIST. WOOD BEAM NEW ( )# 8x5°h WOOD SCREW @ 12" O.0 W/ FLAT WASH AND 4" FROM ENDS. NEW 2"X 6" WOOD ca 16" O.C. So. PINE No. 2 OR BETTER TRUSS TIE DOWN SCHEDULE PRODUCT ALLOWABLE CALCULATED MARK ANCHOR TYPE NAILS TO TRUSS/POST NAILS TO SEATDownload1 BOLTS Uplift LATERAL LOAD Umax. LATERAL LOAD F2 Flmaxl F2max. O SIMPSON ABU44 12-16dxll/z" - 1810 595 720 765 1140 1240 - - 590 - - - - - ® SIMPSON 4-SDS1/4x11" 4-10d 6-10dX1%"" 5-1/4x1 1/3TAPOON 4-10d 6-6d - - - _ _ - [� - © ®1 SIMPSON LUS-2$ SIMPSON SUlJRjk.R/L28 - - - - 285 - - - - ® SIMPSON H10A 9-10clX1f,2" 9-10dX1M" 10-10dxf% - - - © IMPSO SIMPSON Z� i�� -- �- A U.N.O.- UNLESS NOTED OTHERWISE T.B.- THRU-BOLT LATERAL LOAD NOTE: UNITY EQUA11ON WITH LESS RESTRICTIVE LOAD COMBINATION OF MAXIMUM LATERAL LOAD AND UPLIFT LOAD < 1 PER{ 1 T iv, /J 2Fi WIT' ia- t.: e OD',e n 13/ " F # 1 REVISION DATE 1 BY A i 12-03-15 ( B.D.R i Lake Worth, FL t:; Phone: i�-r 4t SHEET 3 OF 3 S� BEET._ cp1 Gx-I W� 00 u� - [� Nd w a TO H w wM Z� i�� - 0� R•,r, �U SHEET 3 OF 3 S� BEET._ s' u� SHEET 3 OF 3 S� BEET._ �11E 17' 10' fi 6 A l -------------- _EXIST. 2X8 WOOD BEAM sheathing is to be nailed With gd galy. or better nails 3°°o.c. edges EXIST. 4X4 WOOD and 6"o.c. field. Interior drywall screwed With screws 1 1/2" long POST. d P u " E G b j 27' 13. Anchor in -fill CMU / starter column to existing With 1 g mason CONDITIONS AND REPORT ANY DISCREPANCIES TO THE OWNER. o� 3. SALVAGE ITEMS AND MATERIALS SHALL REMAIN THE PROPERTY W EXIST. CONC. SLAB m FLOOR ELEV 4" embedment. -0'-4" ws QA 14. Exterior porch ceiling and Soffit 7/$°° stucco on high rib lath EXIST. w/21/a °° nailing. CARPORT (WILL BE ENCLOSE 15. Storm protection required for all glazed openings in accordance AND CONVERT IN NEW local codes. BEDROOM + BATH.) 16. Product approval req. for doors, windows, roof, engineered 6. CONTRACTOR TO PROVIDE TEMPORARY WEATHERPROOF lumber, garage door & storm protection in accordance w/ F C 2010 EXIST. 4X4 WOOD and local codes. POST. EXIST. 2X8 WOOD BEAM EXIST. WINDOW EXIST. KITCHEN FLOOR ELEV. 0'-0" EXIST. LIVING ROOM FLOOR ELEV 0'-0" EXIST. FRONT DOOR V EXIST. WINDOW 4"T77777777/77711 Do II II �� II II � II II EXIST. II EXIST. !n UTILITY II I V. (I BEDROOM FLOOR ELEV. 0'-0" I I FLODOR ELEV. II II , II II EXIST. WINDOWS F_�----- ---- II II I) II I %I j EXIST II BEDROOM FLOOR ELEV. 0'-0" II II II i II 2' Ai 10' SEE 7'-5" 2'-7" DETAIL 'B" IN DWG S-2 F*--------- -- 1 SH H32 - XEXIST. WINDOW 4'-2„ I I 9,-6„ 12'-2" I ( I I LI 7, 1F ILI tub/jacuzzi 3 o EXIST. 9 BATH ~ KITCHEN FLO R ELEXFLOOR ELEV. -O" I 0 co \ I N 1 7 I NEW - WET BAR -gym Q� �� 270.00 SQFT z" 16'-2" NEW BEDROOM 14'-8" FLOOR ELEV. j 0'-0" -9' 6" EXIST. LIVING ROOM FLOOR ELEV! 0'-0" 4 9„ 4'-9" FRONT DOOR / 77/1 A rF77777 EXIST. WINDOW -r NEW SH -24 4" -SEE DETAIL A" IN DWG S-2 SEE 10' DETAIL 'B" IN DWG S-2 I---. ------- ---- - -- -- -- - ------- NEW _ EXIST. SCOPF OF -7 WORK- ADDITION � ( - � HOUSE EXIST WINDOW 4" ST. Do EXIST. I I EXIST. �. II UTILITY II BEDROOM FLOOR' ELEV.0LEA I FLOOOV. R ELEV. IIS II II I-�- 1---- ------ I--,,\ ---- - - - - I II I EXIST BEDROOM FLOOR ELEV.,' 0'-0" I 7 EXIST. WINDOWS EXIST WINDOW l EXISTING/DEMO FLOOR PLAN. O NEW ADDITION IN WEST SIDE TO THE EX157/MG HOUSE. SCALE 114_=1'-0" NEW R PLAN. O EXISTING FLOOR LEVEL WILL BE RAISED TO THE MAIN scare 114" l' -O" HOUSE FLOOR LEVEL. REAR EVA TION SCALE - 10 FRCOY z, J i 23.E >r d l 6 F fi 6 A l DEMOLITION NOTES: sheathing is to be nailed With gd galy. or better nails 3°°o.c. edges (IF APPLICABLE) and 6"o.c. field. Interior drywall screwed With screws 1 1/2" long F� / 6 d P u " E G b A L S T EL E VA T/ (DIF N NEW FLAT ROOF TOTAL AREA REA UNFINISHED CAROR� - 770.00 Sqft (WILL BE ENCL OSED)- FINISHED OPEN PORCH- 80.00 Sqft. NEW ADDITION--- - 100. 00 Sgft TOTAL A/C AREA ---1296.00 Sqft TOTAL AREA----- 1376.00 Sqft LEGEND EXIST. C.M.U. WALL. NEW WOOD FRAME WALL a. Roof loads: Live •.• 1 psf Superimposed Dead Load 20 psf for Asphalt Shingles Superimposed Dead Load 30 psf for cement tile b. First Floor loads: Live • ..•' 40 psf Balcony • { 50 -•sf (if applicab Superimposed Dead Load 20 psf for floor wood framing Superimposed D -r r Load 100 •, •r suspended concrete sl.: • c. Wind t • accordance i [building ae+o 1 mph wind •.-,r; exposure C, and importance factor tri • internal pressure coefficientR• : +/-0.18] and an average MWFRS pressure - • 1 s 3. Alowable Soilbearing •. 11 • 4. All structural concrete shall have minimum compressive strength of 3000 :• days. 5. Slab/ Footings to be concrete with minimum 2500 psi. compressive f •;ays . See plans forand steel requirements. NOTE:BUCK 6. Minimum concrete protection for reinforcing ar Footings: INSTALL DOORS AND WINDOWS ' • MANUFACTURER'S .��a• r•Slabs: INSTALLATIONINSTRUCTIONS. PRODUCT R•D •PPR • ALL . 60 steel minimum in beams :.•. columns. RESISTANT WINDOWS AND DOORS 8. All Lumber in contact with concrete or masonry shall be pressure SHALL REQUIRE . 2x BUCK PER treated. CODE. 9. Splitting or cracking of structural components due to installation of hardware is not permitted. 10. Unless otherwise noted, the installation of specified hardware shall conform to the manufactures instructions and standard 11. Bearing points of trusses shall have vertical studs in a number equal to the number• ' plies of the bearing membe bearing member is 2 or • plies unless noted. DEMOLITION NOTES: sheathing is to be nailed With gd galy. or better nails 3°°o.c. edges (IF APPLICABLE) and 6"o.c. field. Interior drywall screwed With screws 1 1/2" long F� / 6 d P u " } d P P 6 J d 6 NEW FLAT ROOF TOTAL AREA REA UNFINISHED CAROR� - 770.00 Sqft (WILL BE ENCL OSED)- FINISHED OPEN PORCH- 80.00 Sqft. NEW ADDITION--- - 100. 00 Sgft TOTAL A/C AREA ---1296.00 Sqft TOTAL AREA----- 1376.00 Sqft LEGEND EXIST. C.M.U. WALL. NEW WOOD FRAME WALL a. Roof loads: Live •.• 1 psf Superimposed Dead Load 20 psf for Asphalt Shingles Superimposed Dead Load 30 psf for cement tile b. First Floor loads: Live • ..•' 40 psf Balcony • { 50 -•sf (if applicab Superimposed Dead Load 20 psf for floor wood framing Superimposed D -r r Load 100 •, •r suspended concrete sl.: • c. Wind t • accordance i [building ae+o 1 mph wind •.-,r; exposure C, and importance factor tri • internal pressure coefficientR• : +/-0.18] and an average MWFRS pressure - • 1 s 3. Alowable Soilbearing •. 11 • 4. All structural concrete shall have minimum compressive strength of 3000 :• days. 5. Slab/ Footings to be concrete with minimum 2500 psi. compressive f •;ays . See plans forand steel requirements. NOTE:BUCK 6. Minimum concrete protection for reinforcing ar Footings: INSTALL DOORS AND WINDOWS ' • MANUFACTURER'S .��a• r•Slabs: INSTALLATIONINSTRUCTIONS. PRODUCT R•D •PPR • ALL . 60 steel minimum in beams :.•. columns. RESISTANT WINDOWS AND DOORS 8. All Lumber in contact with concrete or masonry shall be pressure SHALL REQUIRE . 2x BUCK PER treated. CODE. 9. Splitting or cracking of structural components due to installation of hardware is not permitted. 10. Unless otherwise noted, the installation of specified hardware shall conform to the manufactures instructions and standard 11. Bearing points of trusses shall have vertical studs in a number equal to the number• ' plies of the bearing membe bearing member is 2 or • plies unless noted. DEMOLITION WORK AND INTERIOR AND EXTERIOR SHORING BRACING, OR SUPPORT TO PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF AREAS TO BE DEMOLISHED AND ADJACENT AREAS TO REMAIN, 7. CONTRACTOR IS TO CONSTRUCT TEMPORARY DUST- PROOF PARTITIONS AT INTERSECTION OF THOSE AREAS TO REMAIN AND THOSE THAT ARE TO BE DEMOLISHED. 8. CONTRACTOR TO PROPERLY DISCONNECT AND CAP -OFF EXISTING GAS LINE WHERE GAS DRYER AND HEATER ARE TO REMOVE. 9. LANDSCAPING AT THE FRONT OF THE BUILDING SHALL BE REPAIRED AND RE- PLACED TO ACCOMMODATE THE NEW WALKWAY LOCATIONS- SPECIFICATIONS OF MATERIALS SHALL BE BY OTHERS. 10. DEMOLITION AND NEW BUILDING MATERIAL STOCK SHALL NOT INTERFERE OR HINDER EMERGENCY ACCESS OR RESPONSE TO STRUCTURE OR VICINITY, INCLUDING FIRE LANES 11. ALL EXISTING WINDOWS NOT ENCOMPASSED BY ADDITION SHALL BE REPLACED PER PRODUCT APPROVALS. MIN. SLOPE 114 " PER SOFT I EXIST. HOUSE ROOF. NEW FLAT ROOF , NEW 2X8 RAFTERS AT 16" I i. a❑ F+45,3 8 0 NEW NEW WOOD WALL WOOD WALL a ❑ NEW SOLID QEEDOOR ELEVA/ION DESIGN PARAMETERS: F.B.C. 2010 CHAPTER RESIDENCIAL CODE ASCE 7-10 BASIC WIND SPEED 170 MPH WIND EXPOSURE CLASSIFICATION 'C' IMPORTANCE FACTOR 10 DESIGN AS: 1. ENCLOSED X 2. PARTIALLY ENCLOSED 3. IF USED SUPPLY APPLICABLE INTERNAL PRESSURE COEFFICIENT +0.18/ -0.18 MEAN ROOF HEIGHT - 30' MAX. ROOF LIVE LOAD - 1OPSF TOFe CHORD DEAD LOAD - 20 PSF BOTTOM CHORD DEAD LOAD - 30 PSF BASIC VELOCITY PRESSURE - 30 PSF MIN. SOIL BEARING PRESSURE 2500 PSF A CONTINUOS LOAD PATH PROVIDED - YES CODES FOR REFERENCE 2010 FLORIDA BUILDING CODE (ALL LOCAL AND STATE AMENDMENTS) # 1 REVISION DATE ( BY 0 06-24-2015 owner req 0 1 05-08-2016 or ner Ai N SREF. �r P 1 OF 3 SHEE`fS DEMOLITION NOTES: sheathing is to be nailed With gd galy. or better nails 3°°o.c. edges (IF APPLICABLE) and 6"o.c. field. Interior drywall screwed With screws 1 1/2" long 1. THE EXISTING BUILDING IS OCCUPIED- ACCOMMODATIONS SHALL BE MADE drywall Screw are 71' o.c. for ceilings and 8" o.c. on walls per FSC FOR THE SAFETY OF THE OCCUPANTS AND THE WEATHER- PROOFING OF THE 2306.1. R 702.3.6 BUILDING. 2. PRIOR TO DEMOLITION THE GENERAL CONTRACTOR IS TO VERIFY EXISTING 13. Anchor in -fill CMU / starter column to existing With 1 g mason CONDITIONS AND REPORT ANY DISCREPANCIES TO THE OWNER. wide x 16°° gage corrugated galvanized steel masonry anchors 3. SALVAGE ITEMS AND MATERIALS SHALL REMAIN THE PROPERTY embedded in masonry joints at 16" o.c. fasten masonry anchors to OF THE OWNER AS PART OF THIS CONTRACT. CONTRACTOR SHALL DELIVER THESE ITEMS TO A LOCATION AS DIRECTED BY OWNER.„ existingr tapcon � mason with 114#° to con fasteners With 4. i' IERE EXISTING PLUMBING AND PIPING IS TO BE REMOVED OR 4" embedment. REPLACED CARE SHALL BE TAKEN WHEREVER CUTTING OR DRILLING IS INDICATED OR REQUESTED. WORK SHALL BE NEATLY 14. Exterior porch ceiling and Soffit 7/$°° stucco on high rib lath SAW -CUT OR DONE IN A MANNER NOT TO DAMAGE ANY WORK THAT w/21/a °° nailing. IS TO REMAIN. PATCH ADJACENT WALLS. FLOORS AND CEILINGS AS REQUIRED TO MATCH EXISTING CONDITIONS. 15. Storm protection required for all glazed openings in accordance 5. ELECTRICAL CONTRACTOR IS TO DISCONNECT, CAP, AND REMOVE local codes. ALL ELECTRICAL CONDUIT AND WIRING AFFECTED BY THOSE AREAS DESIGNATED TO BE DEMOLISHED. 16. Product approval req. for doors, windows, roof, engineered 6. CONTRACTOR TO PROVIDE TEMPORARY WEATHERPROOF lumber, garage door & storm protection in accordance w/ F C 2010 CLOSURES AT ALL EXTERIOR OPENINGS RESULTING FROM and local codes. DEMOLITION WORK AND INTERIOR AND EXTERIOR SHORING BRACING, OR SUPPORT TO PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF AREAS TO BE DEMOLISHED AND ADJACENT AREAS TO REMAIN, 7. CONTRACTOR IS TO CONSTRUCT TEMPORARY DUST- PROOF PARTITIONS AT INTERSECTION OF THOSE AREAS TO REMAIN AND THOSE THAT ARE TO BE DEMOLISHED. 8. CONTRACTOR TO PROPERLY DISCONNECT AND CAP -OFF EXISTING GAS LINE WHERE GAS DRYER AND HEATER ARE TO REMOVE. 9. LANDSCAPING AT THE FRONT OF THE BUILDING SHALL BE REPAIRED AND RE- PLACED TO ACCOMMODATE THE NEW WALKWAY LOCATIONS- SPECIFICATIONS OF MATERIALS SHALL BE BY OTHERS. 10. DEMOLITION AND NEW BUILDING MATERIAL STOCK SHALL NOT INTERFERE OR HINDER EMERGENCY ACCESS OR RESPONSE TO STRUCTURE OR VICINITY, INCLUDING FIRE LANES 11. ALL EXISTING WINDOWS NOT ENCOMPASSED BY ADDITION SHALL BE REPLACED PER PRODUCT APPROVALS. MIN. SLOPE 114 " PER SOFT I EXIST. HOUSE ROOF. NEW FLAT ROOF , NEW 2X8 RAFTERS AT 16" I i. a❑ F+45,3 8 0 NEW NEW WOOD WALL WOOD WALL a ❑ NEW SOLID QEEDOOR ELEVA/ION DESIGN PARAMETERS: F.B.C. 2010 CHAPTER RESIDENCIAL CODE ASCE 7-10 BASIC WIND SPEED 170 MPH WIND EXPOSURE CLASSIFICATION 'C' IMPORTANCE FACTOR 10 DESIGN AS: 1. ENCLOSED X 2. PARTIALLY ENCLOSED 3. IF USED SUPPLY APPLICABLE INTERNAL PRESSURE COEFFICIENT +0.18/ -0.18 MEAN ROOF HEIGHT - 30' MAX. ROOF LIVE LOAD - 1OPSF TOFe CHORD DEAD LOAD - 20 PSF BOTTOM CHORD DEAD LOAD - 30 PSF BASIC VELOCITY PRESSURE - 30 PSF MIN. SOIL BEARING PRESSURE 2500 PSF A CONTINUOS LOAD PATH PROVIDED - YES CODES FOR REFERENCE 2010 FLORIDA BUILDING CODE (ALL LOCAL AND STATE AMENDMENTS) # 1 REVISION DATE ( BY 0 06-24-2015 owner req 0 1 05-08-2016 or ner Ai N SREF. �r P 1 OF 3 SHEE`fS �. 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WINDOW - j 4.. EXIST. WINDOW / / ,, , T. DO I I� 1 dealing with the existing building elements. Hammering, cracking, 11. Rearing points of trusses shall have Vertical studs in a number The existing structure elements including, but not limited to, slab, equal to the number of plies of the bearing member When the II II � new 12. Unless otherwise noted for exterior walls, exterior plywood 6 6 sheathing is to be nailed with 8d galy. or better nails 3"o.c. edges II II 1. THE EXISTING BUILDING IS OCCUPIED- ACCOMMODATIONS SHALL BE MADE addition FOR THE SAFETY OF THE OCCUPANTS AND THE WEATHER- PROOFING OF THE 2306.1. R 702.3.6 BUILDING. 2. PRIOR TO DEMOLITION THE GENERAL CONTRACTOR IS TO VERIFY EXISTING 13. Anchor in -fill CMU / starter column to existing masonry with 1 CONDITIONS AND REPORT ANY DISCREPANCIES TO THE OWNER. wide x 16" gage corrugated galvanized steel masonry anchors 100.00 Sqft embedded in masonry Joints at 16°" O.C. fasten masonry anchors to OF THE OWNER AS PART OF THIS CONTRACT. CONTRACTOR SHALL DELIVER THESE ITEMS TO A LOCATION AS DIRECTED BY OWNER. existing Concrete / masonry With 1/4" tapcon fasteners with EXIST. I I EX/ST. I REPLACED CARE SHALL BE TAKEN WHEREVER CUTTING OR I DRILLING IS INDICATED OR REQUESTED. WORK SHALL BE NEATLY 14. Exterior porch ceiling and soffit 7/$°° stucco on high rib lath SAW -CUT OR DONE IN A MANNER NOT TO DAMAGE ANY WORK THAT w/21/411 nailing. g II II EXIST. REQUIRED TO MATCH EXISTING CONDITIONS. 15. Storm protection required for all glazed Openings in accordance 5. ELECTRICAL CONTRACTOR IS TO DISCONNECT, AP D REMOVE SGO T C,C ,AN EMO local a codes. KITCHEN UTILITY, � structural elements of • building are as shownon and notes. If any inconsistency is observed, builder must lumber, garage door & storm protection in accordance w/ FUC 6. CONTRACTOR TO PROVIDE TEMPORARY WEATHERPROOF I I I I BEDROOM DEMOLITION WORK AND INTERIOR AND EXTERIOR SHORING FLOOR ELEV 0'-0" I FLOOR ELEV. 0'_0" FLOOR ELEV I i I I ( ----------- II l II II _ 2_X8 WOOD BEAM 7. The builder shall make a thorough inspection of all existing the _EXIST_ EXIST. 4X4 WOOD structural elements, existing joints and existing uplift connectors I-- L ------------ POST. 27' og EXIST. �� FI-- --- ---- CONC. SLAB FLOOR ELEV., _J EXIST. f CARPORTII EXIST. EXIST. / (WILL BE ENCLOSE ! I BEDROOM AND CONVERT IN NEW LIVING DOOM BEDROOM + BATH.) I I FLOOR ELEV. FLOOR ELEV. 0'-0" 0 0 I L � I 170.00 Sqft ,t EXIST. 4X4 WOOD I I POST. j EXIST FRONT DOOR ( �l -_-_- --_--_--_------- __- -- i � 47 V I I EXIST. WINDOWS EXIST WINDOW EXIST. 2X8 WOOD BEAM 10' -- 7'-5'- - - - - - - - - - '-5'---------- --- 1k�� SH H32 i� 3 - StfOWER-2'-6 CL - 2 -8X6-8 w BATH 41 f L EL 15'--41' cv I � _ - I 1 5'-6 NEW WET BAR 270.00 SQFT 16'-2" NEW BEDROOM FLOOR ELEV. 0'-0" 12'-2„ 9'-6" SEE -DETAIL 'B" IN DWG S-2 EXIST. WINDOW EXIST. WINDOW 1 II �`II 1 10 I I EXIST FRONT FRONT DOOR �' EXIST. WINDOWS - SEE DETAIL ';4" fL IN DWG S-2 71 SEE 4 / (ol10' DETAIL 'B" IN DWG S-2 L_ -- --- ---- - - - --- --- -- NEW _ ' EXIST. ADDITION I - O HOU5E PL AN. bt;UVI: Lip WUHNN. EXI 05- -1 INGIDEMU FLOOR A ONEW ADDITION IN I ES`'SIDE TO THE EXISTING HOUSE. SCALE- 1/4"=l'-0" Y ® EXISTING FLOOR LEVEL WILL BE RAISED TO THE MAIN HOUSE FLOOR LEVEL. 1f j O 1 I( I 1 i 1 -j .r ! I j i II 7 i ,�X/S / . , L- - - ---`�` 1 -- --A J---'- - - -- -- -- - - - I I i.i 1 t I I I I I I jY jl i I i I i I I � f ,i k � �I I J I t I, , SIN LES ROOF i I i I I II NEW FLAT ROOF �;_; i 1-1 �. ,-_-�Y : ,. Ls - _i is-.-1-� _L a-_�_3-J-1� �-� _1_ i _I-� i. : r a I, ' 1 Imo+ i I, ' EXIST, CMU WALL EXIST. WINDOW EXIST. EXIST WINDOW CMU WALL 11 O T 071 0 EXIST. WINDOW -EXIST DOOR VA TION SCALE: 114" 1 '-0" IuN SCALE 114"1'-0" � e � SH -H32 NEW WOOD WALL L ---- 10. Unless otherwise noted, the installation of specified hardware 10' 11 O T 071 0 EXIST. WINDOW -EXIST DOOR VA TION SCALE: 114" 1 '-0" IuN SCALE 114"1'-0" � e � SH -H32 NEW WOOD WALL MIN. SLOPE 1/4" PER SOFT NEW FLAT ROOF -- 8'-2" Nk NEW 2X8 NEW FL OOR PLAN. TOTAL. AREA A/C AREA -------- 1026.00 Sqft UNFINISHED _ CARPORT 170.00 Sqft (WILL BE ENCLOSED) FINISHED OPEN PORCH 80.00 Sqft. NESADDITION- -- -100.00 Sqft TOTAL A/C AREA--- 1296.00 Sqft TOTAL AREA----- 1376.00 Sqft GLAZING NOTE: PROVIDE APPROVED HURRICANE PANELS OR IMPACT RATED GLASS. SUBMIT PRODUCT APPROVALS TO E.O.R. & BLDG. DEPT. FOR APPROVAL NEW WOOD WALL 5tructuraiii 1. All work shall conform to the Florida '"2010 edition. 2. All structural loads shall be in accordance with FBC chapter 16. a. Roof loads: FREI Live •.• 10 psf Permit No. 11 Superimposed Dead Load 20 psf forAsphalt r REVIEWEDIBY DATE t Superimposed Dead Load 30 psf for cement tile i First Floorloads: Structural Live Load 40 •sf Electrical - Balcony live Load 50 •sf (if applicab Plumbing Superimposed Dead Load 20 psf for floor wood framing Me anical 11 Superimposed Dead Load •. • _ accordance 1 [building category Forester ! mph windspeed; and importance factor00 Fire and internal pressure coefficient GCpi= +/-0.18] and an average pressure of ! fg 3. Alowable Soil bearing capacity: 2500 PSF. 11 Other Rai 4. All structural concrete shall have minimum compressive strength A_ of 3000 psi at 28 days. All work involved W this I)eirMit Shall Mnfii� Qfh All-, 11 5. Slab/ Footings to be concrete with minimum 2500 psi. compressive • days.plans •. concreteireme 6. Minimum protection fa •. • _.= rs: Footings: 3" Beams: 1-1 /2" Suspended Slabs: 1 " 7. Lap all reinforcing steel a minimum of 48 bar diameters. Grade 6 ro. • • beams and columns. treated.8. All Lumber in contact with concrete or masonry shall be pressure 9. Splitting or cracking of structural components due to installation EXIST WINDOW . 10. Unless otherwise noted, the installation of specified hardware 6 shall conform to the manufactures instructions and standard I practice. dealing with the existing building elements. Hammering, cracking, 11. Rearing points of trusses shall have Vertical studs in a number The existing structure elements including, but not limited to, slab, equal to the number of plies of the bearing member When the r d d A 9& 12. Unless otherwise noted for exterior walls, exterior plywood 6 6 sheathing is to be nailed with 8d galy. or better nails 3"o.c. edges and 6"o.C. field. Interior drywall screwed with screws 1 1/2" long MIN. SLOPE 1/4" PER SOFT NEW FLAT ROOF -- 8'-2" Nk NEW 2X8 NEW FL OOR PLAN. TOTAL. AREA A/C AREA -------- 1026.00 Sqft UNFINISHED _ CARPORT 170.00 Sqft (WILL BE ENCLOSED) FINISHED OPEN PORCH 80.00 Sqft. NESADDITION- -- -100.00 Sqft TOTAL A/C AREA--- 1296.00 Sqft TOTAL AREA----- 1376.00 Sqft GLAZING NOTE: PROVIDE APPROVED HURRICANE PANELS OR IMPACT RATED GLASS. SUBMIT PRODUCT APPROVALS TO E.O.R. & BLDG. DEPT. FOR APPROVAL NEW WOOD WALL 5tructuraiii 1. All work shall conform to the Florida '"2010 edition. 2. All structural loads shall be in accordance with FBC chapter 16. a. Roof loads: FREI Live •.• 10 psf Permit No. 11 Superimposed Dead Load 20 psf forAsphalt r REVIEWEDIBY DATE t Superimposed Dead Load 30 psf for cement tile i First Floorloads: Structural Live Load 40 •sf Electrical - Balcony live Load 50 •sf (if applicab Plumbing Superimposed Dead Load 20 psf for floor wood framing Me anical 11 Superimposed Dead Load •. • _ accordance 1 [building category Forester ! mph windspeed; and importance factor00 Fire and internal pressure coefficient GCpi= +/-0.18] and an average pressure of ! fg 3. Alowable Soil bearing capacity: 2500 PSF. 11 Other Rai 4. All structural concrete shall have minimum compressive strength A_ of 3000 psi at 28 days. All work involved W this I)eirMit Shall Mnfii� Qfh All-, 11 5. Slab/ Footings to be concrete with minimum 2500 psi. compressive • days.plans •. concreteireme 6. Minimum protection fa •. • _.= rs: Footings: 3" Beams: 1-1 /2" Suspended Slabs: 1 " 7. Lap all reinforcing steel a minimum of 48 bar diameters. Grade 6 ro. • • beams and columns. treated.8. All Lumber in contact with concrete or masonry shall be pressure 9. Splitting or cracking of structural components due to installation EXIST WINDOW . 10. Unless otherwise noted, the installation of specified hardware 6 shall conform to the manufactures instructions and standard I practice. dealing with the existing building elements. Hammering, cracking, 11. Rearing points of trusses shall have Vertical studs in a number The existing structure elements including, but not limited to, slab, equal to the number of plies of the bearing member When the splitting, and/or damaging is strictly prohibited to any of the bearing member is 2 or more plies unless noted. 12. Unless otherwise noted for exterior walls, exterior plywood DEMOLITION NOTES: sheathing is to be nailed with 8d galy. or better nails 3"o.c. edges (IF APPLICABLE) and 6"o.C. field. Interior drywall screwed with screws 1 1/2" long 1. THE EXISTING BUILDING IS OCCUPIED- ACCOMMODATIONS SHALL BE MADE drywall screw are 7" o.c. for ceilings and 0" o.C. on walls per F C FOR THE SAFETY OF THE OCCUPANTS AND THE WEATHER- PROOFING OF THE 2306.1. R 702.3.6 BUILDING. 2. PRIOR TO DEMOLITION THE GENERAL CONTRACTOR IS TO VERIFY EXISTING 13. Anchor in -fill CMU / starter column to existing masonry with 1 CONDITIONS AND REPORT ANY DISCREPANCIES TO THE OWNER. wide x 16" gage corrugated galvanized steel masonry anchors 3. SALVAGE ITEMS AND MATERIALS SHALL REMAIN THE PROPERTY embedded in masonry Joints at 16°" O.C. fasten masonry anchors to OF THE OWNER AS PART OF THIS CONTRACT. CONTRACTOR SHALL DELIVER THESE ITEMS TO A LOCATION AS DIRECTED BY OWNER. existing Concrete / masonry With 1/4" tapcon fasteners with 4. WHERE EXISTING PLUMBING AND PIPING IS TO BE REMOVED OR minimum -1 1/4" embedment. REPLACED CARE SHALL BE TAKEN WHEREVER CUTTING OR addition. Any defects and/or inconsistencies with the presented DRILLING IS INDICATED OR REQUESTED. WORK SHALL BE NEATLY 14. Exterior porch ceiling and soffit 7/$°° stucco on high rib lath SAW -CUT OR DONE IN A MANNER NOT TO DAMAGE ANY WORK THAT w/21/411 nailing. g IS TO REMAIN. PATCH ADJACENT WALLS. FLOORS AND CEILINGS AS I REQUIRED TO MATCH EXISTING CONDITIONS. 15. Storm protection required for all glazed Openings in accordance 5. ELECTRICAL CONTRACTOR IS TO DISCONNECT, AP D REMOVE SGO T C,C ,AN EMO local a codes. ALL ELECTRICAL CONDUIT AND WIRING AFFECTED BY THOSE 16. Product approval req. for doors, windows, roof, engineered AREAS DESIGNATED TO BE DEMOLISHED. structural elements of • building are as shownon and notes. If any inconsistency is observed, builder must lumber, garage door & storm protection in accordance w/ FUC 6. CONTRACTOR TO PROVIDE TEMPORARY WEATHERPROOF CLOSURES AT ALL EXTERIOR OPENINGS RESULTING FROM and local Codes- DEMOLITION WORK AND INTERIOR AND EXTERIOR SHORING # REVISION DAT1.,' BY �. 8. The builder shall use work standards and exercise caution when engineering principles and practices. I N:: dealing with the existing building elements. Hammering, cracking, The existing structure elements including, but not limited to, slab, 4617 1 Oth Ave. N splitting, and/or damaging is strictly prohibited to any of the Lake Worth, FL 33463 Phone: 561-642-7729 existing structural elements, joints and connectors. Fax: 561-432-5544 6 Ni BRACING, OR SUPPORT TO PREVENT MOVEMENT, SETTLEMENT OR >. COLLAPSE OF AREAS TO BE DEMOLISHED AND ADJACENT AREAS w TO REMAIN. >� 7. CONTRACTOR IS TO CONSTRUCT TEMPORARY DUST- PROOF General Notes PARTITIONS AT INTERSECTION OF THOSE AREAS TO REMAIN AND THOSE THAT ARE TO BE DEMOLISHED. 1, The responsibility of the Engineer of record is, limited only to the 8. CONTRACTOR TO PROPERLY DISCONNECT AND CAP -OFF EXISTING Structural Scope of Work and the information presented in this package. It GAS LINE WHERE GAS DRYER AND HEATER ARE TO REMOVE. should be noted that the design and recommendations presented in 9. LANDSCAPING AT THE FRONT OF THE BUILDING SHALL BE REPAIRED AND RE- this package are based On Information given to the Engineer of PLACED TO ACCOMMODATE THE NEW WALKWAY LOCATIONS- SPECIFICATIONS OF record. Consequently, the recommendations stated within this MATERIALS SHALL BE BY OTHERS. drawing may be Contradicted if inspection suggests otherwise. 10. DEMOLITION AND NEW BUILDING MATERIAL STOCK SHALL NOT INTERFERE OR HINDER'«_ 2. This drawing should in no way be taken as an implied warranty EMERGENCY ACCESS OR RESPONSE TO STRUCTURE OR VICINITY, INCLUDING FIRE LANES that there are no hidden defects present and Whether or not this 11. ALL EXISTING WINDOWS NOT ENCOMPASSED BY ADDITION SHALL BE REPLACED PER structure was Originally constructed in accordance with applicable` PRODUCT APPROVALS. ._ _ onginai EXIST. HOUSE ROOF. I I� I I a e i ei s n v i NEW WOOD WALL NEW SOLID ° DOOR NEW SH -25 a ;I 10' L E tr-O"T E L E VA "I'lo 01 � N SCALE: 114 -=l' -O" DESIGN PARAMETERS: F.B.C. 2010 CHAPTER RESIDENCIAL CODE ASCE 7-10 BASIC WIND SPEED 170 MPH WIN@ EXPOSURE CLASSIFICATION 'C' IMPORTANCE FACTOR 1_0 DESIGN AS: 1. ENCLOSED X 2. PARTIALLY ENCLOSED 3. IF USED SUPPLY APPLICABLE INTERNAL PRESSURE COEFFICIENT +0.18/ -0.18 MEAN ROOF HEIGHT - 30' MAX. ROOF LIVE LOAD - 10PSF TOP CHORD DEAD LOAD - 20 PSF BOTTOM CHORD DEAD LOAD - 30 PSF BASIC VELOCITY PRESSURE - 30 PSF MIN. SOIL BEARING PRESSURE - 2500 PSF A CONTINUOS LOAD PATH PROVIDED - YES CODES FOR REFERENCE 2010 FLORIDA BUILDING CODE (ALL LOCAL AND STATE AMENDMENTS) �v 8. The builder shall use work standards and exercise caution when engineering principles and practices. �f h dealing with the existing building elements. Hammering, cracking, The existing structure elements including, but not limited to, slab, - splitting, and/or damaging is strictly prohibited to any of the footers, beams, posts, and walls are all by others. They are not the existing structural elements, joints and connectors. responsibility of the Engineer of record. ; Q 10. Structures undergoing construction, alteration, or demolition existing improvements built before the Commencement of this operations shall comply with NFPA 241. addition. Any defects and/or inconsistencies with the presented ° drawings must be reported to the Engineer of record immediately. I P -I N CN Builder3� 5. dimensions and characteristics of from other units on the floor, the exit corrridor of the floor, or any other structural elements of • building are as shownon and notes. If any inconsistency is observed, builder must floor in the building. BRACING, OR SUPPORT TO PREVENT MOVEMENT, SETTLEMENT OR >. COLLAPSE OF AREAS TO BE DEMOLISHED AND ADJACENT AREAS w TO REMAIN. >� 7. CONTRACTOR IS TO CONSTRUCT TEMPORARY DUST- PROOF General Notes PARTITIONS AT INTERSECTION OF THOSE AREAS TO REMAIN AND THOSE THAT ARE TO BE DEMOLISHED. 1, The responsibility of the Engineer of record is, limited only to the 8. CONTRACTOR TO PROPERLY DISCONNECT AND CAP -OFF EXISTING Structural Scope of Work and the information presented in this package. It GAS LINE WHERE GAS DRYER AND HEATER ARE TO REMOVE. should be noted that the design and recommendations presented in 9. LANDSCAPING AT THE FRONT OF THE BUILDING SHALL BE REPAIRED AND RE- this package are based On Information given to the Engineer of PLACED TO ACCOMMODATE THE NEW WALKWAY LOCATIONS- SPECIFICATIONS OF record. Consequently, the recommendations stated within this MATERIALS SHALL BE BY OTHERS. drawing may be Contradicted if inspection suggests otherwise. 10. DEMOLITION AND NEW BUILDING MATERIAL STOCK SHALL NOT INTERFERE OR HINDER'«_ 2. This drawing should in no way be taken as an implied warranty EMERGENCY ACCESS OR RESPONSE TO STRUCTURE OR VICINITY, INCLUDING FIRE LANES that there are no hidden defects present and Whether or not this 11. ALL EXISTING WINDOWS NOT ENCOMPASSED BY ADDITION SHALL BE REPLACED PER structure was Originally constructed in accordance with applicable` PRODUCT APPROVALS. ._ _ onginai EXIST. HOUSE ROOF. I I� I I a e i ei s n v i NEW WOOD WALL NEW SOLID ° DOOR NEW SH -25 a ;I 10' L E tr-O"T E L E VA "I'lo 01 � N SCALE: 114 -=l' -O" DESIGN PARAMETERS: F.B.C. 2010 CHAPTER RESIDENCIAL CODE ASCE 7-10 BASIC WIND SPEED 170 MPH WIN@ EXPOSURE CLASSIFICATION 'C' IMPORTANCE FACTOR 1_0 DESIGN AS: 1. ENCLOSED X 2. PARTIALLY ENCLOSED 3. IF USED SUPPLY APPLICABLE INTERNAL PRESSURE COEFFICIENT +0.18/ -0.18 MEAN ROOF HEIGHT - 30' MAX. ROOF LIVE LOAD - 10PSF TOP CHORD DEAD LOAD - 20 PSF BOTTOM CHORD DEAD LOAD - 30 PSF BASIC VELOCITY PRESSURE - 30 PSF MIN. SOIL BEARING PRESSURE - 2500 PSF A CONTINUOS LOAD PATH PROVIDED - YES CODES FOR REFERENCE 2010 FLORIDA BUILDING CODE (ALL LOCAL AND STATE AMENDMENTS) Engineer of record. �v 8. The builder shall use work standards and exercise caution when engineering principles and practices. �f h dealing with the existing building elements. Hammering, cracking, The existing structure elements including, but not limited to, slab, - splitting, and/or damaging is strictly prohibited to any of the footers, beams, posts, and walls are all by others. They are not the existing structural elements, joints and connectors. responsibility of the Engineer of record. ; 41, Builder must inspect the structural conditions of any unauthorized 10. Structures undergoing construction, alteration, or demolition existing improvements built before the Commencement of this operations shall comply with NFPA 241. addition. Any defects and/or inconsistencies with the presented 11. The removal of existing and (or) the stocking of new building drawings must be reported to the Engineer of record immediately. I material s/ supplies shall not hinder or interfere w/ access to or egress Builder3� 5. dimensions and characteristics of from other units on the floor, the exit corrridor of the floor, or any other structural elements of • building are as shownon and notes. If any inconsistency is observed, builder must floor in the building. SHEET notifydrawings • of • r immediately. Builder the truss the to .: shall retain companyto visit .•- • site dimensions the feasibility the layout verify all and of proposed truss with respect to the new walls, existing walls, and existing roof. 7. The builder shall make a thorough inspection of all existing the structural elements, existing joints and existing uplift connectors of - buildina and report•- - or discreDancies to the Engineer of record. �v 8. The builder shall use work standards and exercise caution when s �f h dealing with the existing building elements. Hammering, cracking, n 1 O 3 - splitting, and/or damaging is strictly prohibited to any of the existing structural elements, joints and connectors. 9.. Refer to Structural notes for more instructions. ; 10. Structures undergoing construction, alteration, or demolition operations shall comply with NFPA 241. 11. The removal of existing and (or) the stocking of new building material s/ supplies shall not hinder or interfere w/ access to or egress from other units on the floor, the exit corrridor of the floor, or any other floor in the building. SHEET �v � s �f h n 1 O 3 sk&'_st':° I 4" CONC, SLAB -ON -GROUND W/ 6x6-W1.4xW1.4 W.W.F. AT MID DEPTH OR FIBER MESH ( 2500 PSI) W 6 MIL POLYETHYLENE SHEET 0 COMPACTED, TREATED SUB -SOIL (TYPICAL). COMPACT TO 2500 PSF. ALLOW BEARING PRESSURE. FOR W.W.F. REQ. WIRE STAND AT 36" _0. C. M AX. #5 "L" DOWELS & EPDXY 3" MIN. @ 2' O.C. INTO EXIST. SLAB & PADS ALONG PERIMETER (STAGGER DIRECTIONAL OF HORIZONTAL LEG) I 10' f ®S 5 EXIST. WINDOW EXIST. WINDOW = 111 _,tLull, .. / // i 4., '47,7777777777,71' F18.18 I N \ / (STING HOUSE F00TLNG T. DO EXISTING HSE FOOT ING rt N S 3, 6„ " ILL L _ F12_12 °_ \, -� ' 12 #4 x 30 LONG FLOOR ELEV. DIAG. BARS (TYP.) 0'-0" z \ CLEAN, COMPACTED FILL % �\ nl TERMITE TREATED 1 FLOOR ELEV. . E3Q 30'" o c, v� L _ NEW ! \X \ v 4X4 WOOD4\ POST \ 4'-10" _ ,C-1 \\ ® i v FOR W.W.F. REQ. WIRE STAND AT WA X12 36 O.C. MAX. 4" CONC. SLAB ABOVE C-1 j EXIST. CONC. SLAB / W/ 6x6-W1.4x W1.4 W.W.M. / O AT MID -DEPTH OR FIBER MESH tL ON POLYETHYLENE SHEET / w FLOOR ELEV. 0'-0" O 2' 5 DOWEL AND EPDXY (#12" LONG) 6" MIN. INTO `z ® EXIST. FOOTING @ 4 / O.C. j I 00 (TYPICAL) X — j LLJ 2#5 REBAR CONT. J - AT PERIMETER 2' F12.12° _ -A - / T1 . "Il 1 IMI el • d., EXIST. CONC. SLAB WILL BE CUT 2' MIN. ON FOUNDATION ADDITIO 2-16 d @ ea. TRUSS. OR BLOCKING @ 24" O.C. BETWEEN TRUSSES 2"x 4" BLOCKING @ 8'-10' O.C. R-19 INSULATION nnnnmy _1 10' EXIST. CONC. SLAB NEW ADDITION \ FLOOR ELEV. A� 0'-0" \ CONTINUOUS BEA � \ BEAD OF CAULK 1 1/2" ETAIL "F BEHIND BUCK. (2 3/4" LD DOORS) i \ WOOD WALLr-77 ' I EXTERIOR SIDE \ L l I� � 1 MAX 1/4` \ sTucco 777 - \ �"4—CAULK CAULK DRYWALL 1"X4" BUCK CASE AROUND FOR WINDOWS USE BORATE FASTEN WINDOW ASSEMBLY OR P TYPE CCA IN FIST FRONT DOOR EXISTING HOUSE ROOTING 1"X6" BUCKTTHE REQUIREMENTS OF THE FOR DOORS USE BORATE STRICT ACCORDANCE WITH /777 / / OR P.T. TYPE CCA T10d NAILS CURRENT PRODUCT APPROVAL AT 6" FROM EACH END 4" EXIST. WINDOWS EXIST WINDOW AND BALANCE AT 24' o.c. TYP. ALUMINUM WINDOW JAMB AND SLIDING GLS. DR. JAMB WINDOWS ANCHOR DETAIL SCALE: N.T.S _ EXIST. HOUSE NEW rRC)UNDATIOIRV PLAN. w w • '' INTERIOR WALL DETAIL. N.T.S SCALE 1/4"=1'-0" NEW NEW 2"X 6" WOOD @ `i6" O.C_ 2"X6" P.T. BOTTOM PLATE So. PINE No. 2 s f- W/ 5/ "OX 8" ANCHOR OR BETTER BOLT AT WALL 24" O.C. MAX. `& 6" FROM END WALL j W11/4" X 3"X3" FLAT NEW STUD PLATE TIES WASHER ON EACH EISBEDMENT SIMPSON: SPH6 INTO THE FOUND. NEW W/ 10-10d TO STUD 4" GALV. FLASH. 4" x 4" WOOD POST CONC. SLAB UPLIFT: 1240 LBS (TYP) EXIST. CONIC. SLAB Al- • xX. x x. x 4„ —SIMPSON ABU44 /" / /EXIST. CONIC_ SLAB, / W/NAIL HOLES ARE - 1=11= 1: II( I 1 SIZED FOR 16d _1111=II-_II'llll--I III—II f- , • _ = 1= EXIST. CONI. SLAB T"- _ -i (2) 1/2" MACHINE BOLTS WILL BE CUT 2 MIN. A®® ON FOUNDATION ADDITIOtJ. 'I) FOOTING. 12"X12" W/2#5 REBARS 01 24„ (CONCRETE WITH MINIMUM 2500 PSI.) -5/8"OX 10" CONCRETE WEDGE ANCHORS EMBED 6" MIN. INTO CONC. PAD SECT( °' vv ` i s� N.T.S. \ 30"x 30'06" CONCR. PAD \ W/ #5 @ 6" O.0 EACH WAY /y =° ,SECTION "Q-4 GENERAL FOUNDATION NOTES: SCAL . . . 1. CONTRACTOR TO VERIFY ALL INTERIOR BEARING WALL FT'GS W/ ROOF 2"x6" P,T, 5/8" DRYWALL BOTTOM PLATE ADD 2"x 4" TOP PLATE OR 1/4" X 6" W❑❑DW/ 3"x3"x%"FLAT WASH. GALV. STEEL RUNNER @ 24" D.C. 4' FROM ENDS, (2)2"x6" 1 /2" DRYWALL P,T, STUDS- DAYS. PROVIDE TEST REPORTS ON EACH BUILDING FOR THE OWNER'S 2"x 4" GALV. STEEL STUDS _ 2"x6" P,T, MIN. 25 GA. B. BOTTOM PLATE @ 16" O.C. OR O L O JOINT MATERIAL AT ALL SURFACES WHERE EXISTSLABS ABUT TO NEW SLABS. 2"x 4" WOOD STUDS g _0 WOOD POST STUDS @ 16" O.C. 2"x4" P,T. SIMPS❑N 2"x 4" P.T. PLATE OR W/ 18-10d TOTAL GALV. STEEL RUNNER 1235 LBS (TYP) WOOD HILTI PIN EMBED 1 1/2" CORNER CONNECTION @ 24" O.C. MIN. \ FLOOR ELEV. A� 0'-0" \ CONTINUOUS BEA � \ BEAD OF CAULK 1 1/2" ETAIL "F BEHIND BUCK. (2 3/4" LD DOORS) i \ WOOD WALLr-77 ' I EXTERIOR SIDE \ L l I� � 1 MAX 1/4` \ sTucco 777 - \ �"4—CAULK CAULK DRYWALL 1"X4" BUCK CASE AROUND FOR WINDOWS USE BORATE FASTEN WINDOW ASSEMBLY OR P TYPE CCA IN FIST FRONT DOOR EXISTING HOUSE ROOTING 1"X6" BUCKTTHE REQUIREMENTS OF THE FOR DOORS USE BORATE STRICT ACCORDANCE WITH /777 / / OR P.T. TYPE CCA T10d NAILS CURRENT PRODUCT APPROVAL AT 6" FROM EACH END 4" EXIST. WINDOWS EXIST WINDOW AND BALANCE AT 24' o.c. TYP. ALUMINUM WINDOW JAMB AND SLIDING GLS. DR. JAMB WINDOWS ANCHOR DETAIL SCALE: N.T.S _ EXIST. HOUSE NEW rRC)UNDATIOIRV PLAN. w w • '' INTERIOR WALL DETAIL. N.T.S SCALE 1/4"=1'-0" NEW NEW 2"X 6" WOOD @ `i6" O.C_ 2"X6" P.T. BOTTOM PLATE So. PINE No. 2 s f- W/ 5/ "OX 8" ANCHOR OR BETTER BOLT AT WALL 24" O.C. MAX. `& 6" FROM END WALL j W11/4" X 3"X3" FLAT NEW STUD PLATE TIES WASHER ON EACH EISBEDMENT SIMPSON: SPH6 INTO THE FOUND. NEW W/ 10-10d TO STUD 4" GALV. FLASH. 4" x 4" WOOD POST CONC. SLAB UPLIFT: 1240 LBS (TYP) EXIST. CONIC. SLAB Al- • xX. x x. x 4„ —SIMPSON ABU44 /" / /EXIST. CONIC_ SLAB, / W/NAIL HOLES ARE - 1=11= 1: II( I 1 SIZED FOR 16d _1111=II-_II'llll--I III—II f- , • _ = 1= EXIST. CONI. SLAB T"- _ -i (2) 1/2" MACHINE BOLTS WILL BE CUT 2 MIN. A®® ON FOUNDATION ADDITIOtJ. 'I) FOOTING. 12"X12" W/2#5 REBARS 01 24„ (CONCRETE WITH MINIMUM 2500 PSI.) -5/8"OX 10" CONCRETE WEDGE ANCHORS EMBED 6" MIN. INTO CONC. PAD SECT( °' vv ` i s� N.T.S. \ 30"x 30'06" CONCR. PAD \ W/ #5 @ 6" O.0 EACH WAY /y =° ,SECTION "Q-4 GENERAL FOUNDATION NOTES: SCAL . . . 1. CONTRACTOR TO VERIFY ALL INTERIOR BEARING WALL FT'GS W/ ROOF 2"x6" P,T, MINIMUM FOOTING PENETRATION. EXTEND BOTTOM OF ALL FOUNDATIONS BOTTOM PLATE ADD 5/8"x5" ANCHOR BOLT 1/4" X 6" W❑❑DW/ 3"x3"x%"FLAT WASH. SCREW @ 12' ❑,C, @ 24" D.C. 4' FROM ENDS, (2)2"x6" 0 P,T, STUDS- DAYS. PROVIDE TEST REPORTS ON EACH BUILDING FOR THE OWNER'S SOILS. SOILS SHALL BE COMPACTED TO 95% MIN. OF MODIFIED PROCTOR _ 2"x6" P,T, TEST. A CERTIFIED SOILS ENGINEER SHALL CONDUCT ON SITE BORINGS BY THE STRUCTURAL ENGINEER. THE SOILS B. BOTTOM PLATE AT LOCATIONS SPECIFIED LINDA DESIGNS, BUILDING LOAD S (NEER S VIEW FO TION D ENG HALL RE O L O JOINT MATERIAL AT ALL SURFACES WHERE EXISTSLABS ABUT TO NEW SLABS. EXIST. (2)2"x6' P.T, WOOD POST STUDS (4X4) ADD 2"x4" P,T. SIMPS❑N LSTA24 STUD, W/ 18-10d TOTAL UPLIFT: 1235 LBS (TYP) WOOD TO WOOD CORNER CONNECTION DETAIL 'A " (TYPICAL) SLABS. N.T.S. \ FLOOR ELEV. A� 0'-0" \ CONTINUOUS BEA � \ BEAD OF CAULK 1 1/2" ETAIL "F BEHIND BUCK. (2 3/4" LD DOORS) i \ WOOD WALLr-77 ' I EXTERIOR SIDE \ L l I� � 1 MAX 1/4` \ sTucco 777 - \ �"4—CAULK CAULK DRYWALL 1"X4" BUCK CASE AROUND FOR WINDOWS USE BORATE FASTEN WINDOW ASSEMBLY OR P TYPE CCA IN FIST FRONT DOOR EXISTING HOUSE ROOTING 1"X6" BUCKTTHE REQUIREMENTS OF THE FOR DOORS USE BORATE STRICT ACCORDANCE WITH /777 / / OR P.T. TYPE CCA T10d NAILS CURRENT PRODUCT APPROVAL AT 6" FROM EACH END 4" EXIST. WINDOWS EXIST WINDOW AND BALANCE AT 24' o.c. TYP. ALUMINUM WINDOW JAMB AND SLIDING GLS. DR. JAMB WINDOWS ANCHOR DETAIL SCALE: N.T.S _ EXIST. HOUSE NEW rRC)UNDATIOIRV PLAN. w w • '' INTERIOR WALL DETAIL. N.T.S SCALE 1/4"=1'-0" NEW NEW 2"X 6" WOOD @ `i6" O.C_ 2"X6" P.T. BOTTOM PLATE So. PINE No. 2 s f- W/ 5/ "OX 8" ANCHOR OR BETTER BOLT AT WALL 24" O.C. MAX. `& 6" FROM END WALL j W11/4" X 3"X3" FLAT NEW STUD PLATE TIES WASHER ON EACH EISBEDMENT SIMPSON: SPH6 INTO THE FOUND. NEW W/ 10-10d TO STUD 4" GALV. FLASH. 4" x 4" WOOD POST CONC. SLAB UPLIFT: 1240 LBS (TYP) EXIST. CONIC. SLAB Al- • xX. x x. x 4„ —SIMPSON ABU44 /" / /EXIST. CONIC_ SLAB, / W/NAIL HOLES ARE - 1=11= 1: II( I 1 SIZED FOR 16d _1111=II-_II'llll--I III—II f- , • _ = 1= EXIST. CONI. SLAB T"- _ -i (2) 1/2" MACHINE BOLTS WILL BE CUT 2 MIN. A®® ON FOUNDATION ADDITIOtJ. 'I) FOOTING. 12"X12" W/2#5 REBARS 01 24„ (CONCRETE WITH MINIMUM 2500 PSI.) -5/8"OX 10" CONCRETE WEDGE ANCHORS EMBED 6" MIN. INTO CONC. PAD SECT( °' vv ` i s� N.T.S. \ 30"x 30'06" CONCR. PAD \ W/ #5 @ 6" O.0 EACH WAY /y =° ,SECTION "Q-4 GENERAL FOUNDATION NOTES: SCAL . . . 1. CONTRACTOR TO VERIFY ALL INTERIOR BEARING WALL FT'GS W/ ROOF 6. MINIMUM FOOTING PENETRATION. EXTEND BOTTOM OF ALL FOUNDATIONS TRUSS MANUFACTURER AT PERIMETER OF BUILDING 12" MINIMUM BELOW FINISHED GRADE 2. SOIL BEARING VALUES. FOUNDATION DESIGNS SHOWN HERE ARE BASED 7. CONCRETE STRENGTH. MINIMUM CONCRETE STRENGTH FOR ALL SLABS ON A SOIL BEARING VALUE OF 2,500 P.S.F. FOUNDATIONS AND SLABS REINF. PATIOS, AND FOUNDATIONS SHALL BE MINIMUM 3000 PSI AFTER 28 ARE DESIGNED TO UNIFORMLY BEAR ON WELL DRAINED NON -EXPANSIVE C-1 DAYS. PROVIDE TEST REPORTS ON EACH BUILDING FOR THE OWNER'S SOILS. SOILS SHALL BE COMPACTED TO 95% MIN. OF MODIFIED PROCTOR - RECORD AND ACCESSIBLE TO THE DESIGNER TEST. A CERTIFIED SOILS ENGINEER SHALL CONDUCT ON SITE BORINGS BY THE STRUCTURAL ENGINEER. THE SOILS B. EXPANSION JOINT. PROVIDE 1/2" THICK x 4" WIDE BITUMINOUS EXPANSION 'G AT LOCATIONS SPECIFIED LINDA DESIGNS, BUILDING LOAD S (NEER S VIEW FO TION D ENG HALL RE O L O JOINT MATERIAL AT ALL SURFACES WHERE EXISTSLABS ABUT TO NEW SLABS. I N S. AND COMPARE WITH SUBSURFACE SOIL INVESTIGATION N RECOM MENDAT 0 9. PATIO SLABS PROVIDE 4' THICK CONCRETE SLABS REINFORCED WITH 10/10 WELDED MESH. PLACE SLABS OVER TERMITE TREATED, WELL SHOULD ON-SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE THE STRUCTURAL ENGINEER AND DESIGNER 6X6 COMPACTED SOIL AND 6 -MIL VISQUEEN VAPOR BARRIER, SLOPE PATIO ARE NOT SATISFACTORY, SHALL BE CONTACTED IMMEDIATELY FOR NEW DESIGNS. SLABS AWAY FROM BUILDING. 3. CONTRACT R E�V�ERIFY SOIL DENSITY AS PER GEO-TECHNICAL 10. SLAB FINISH. PROVIDE STEEL TROWEL FINISH ALL INTERIOR SLAB AREAS ENGINEERI�(. PRIOR TO CONCRETE PLACEMENT. INCLUDING GARAGES. CREATE BROOM FINISH TEXTURE FOR ALL EXTERIOR 4. ALL REBAR TO HAVE A MIN LAP (48x BAR DIA) AT ALL JOINTS AND SLABS. 11. ALL CONCRETE BEAMS (P.C. LINTELS) BY CASTCRETE OR EQUAL. 5. INDICATES LOAD BEARING 2x 6 AT 16" O.C. STUD WALL. TYP. U.N.O. ;�' C REF TO TYP DETAIL. PROVIDE (3) 2x6 STUD POST AT ROOF C-0 Q TRUSS GIRDERS TYP. U.N.O. SECURED STUD POST TO FDN W/ n "SIMPSON" HPAHD22 HOLD DOWNS MAX UPLIFT 4170 LBS. G.C. X TO COORDINATE LOC W/ TRUSS ENGINEER SHOP DWG'S (fl - EXISTING CMU WALL 1/4' x 5 TAPC❑N EMBED 2' MIN,W/ FLAT WASH @ 12' O,C, '-(2) 2'x6' RT, WOOD STUD 5/8"x5" ANCHOR BOLT W/ 3"x3'x5Y4'FLAT WASH. @ 24" D.C. 4' FROM ENDS, 2"x6" P,T, BOTTOM PLATE WOOD TO CMU CONNECTION DETAIL "8 "(TYPICAL) x/ EXIST. P,REFABRI TED/TRUSSES ADD / 5/8" GYP.EW BOARD C@ (2)# r� 8x5'WOOD SCREW @ 12" O.0 W/ FLAT WASH AND 4" FROM ENDS. NEW (2) 2"x6" TOP PLATE - W/ SIMPSON: SPH6 W/ 10-10dxl lh TO EA/S. STUD UPLIFT: 1240 LBS. N.T.S. NEW 2X6 SOLID WOOD BLOCK ON A MID HEIGHT W/ (2) 16 D j TOE NAILS @ EACH END (NAIL j EVERYTHING TO BLOCKING) NEW 112" DRYWALL CONCRETE COLUMNS SCHEDULE I SIZE I REINFORCING VERT. # 3 REMARKS MARK SIZE REINF. TIES 2 #5 BOTT, 1 #5 TOP C-1 8" x 8" 1 # 5 - FILLED CELL W/ R-13 INSULATION —\ ' NEW \\ SIMPSON: SPH6 OR USP SPTH6 W/ 10-10dx'h TO STUD UPLIFT: 1240 LBS (TYP) j NEW CONIC SLAB 2#5 REBAR CONT, AT PERIMETER 4 x x x, x x -x COLUMN NOTES: EXIST. CONICSLAB 1. CONCRETE MASONRY WALL REINFORCEMENT SHALL BE DOWELED FROM FOUNDATION THROUGH FILLED BLOCK CELLS AND HOOKED AT BEAM TOP BARS. REINFORCEMENT SPLICES SHALL BE 30 BAR DIAMETERS. DOWELS SHALL BE \/ SAME SIZE AND NUMBER AS VERTICAL REINF. FOR HORIZONTAL JOINT REINFORCEMENT REFER TO STRUCTURAL NOTES. 2. FOR DIMENSIONS AND LOCATION OF MASONRY OPENINGS REFER TOSECTION 111,11119 ARCHITECTURAL DRAWINGS. S-2 N.T.S. MASONRY WALL SHALL BE REINF. WITH #5 @ 48" o.c. U.N.O. IN GROUTED CELL. AT ALL CORNERS INTERSECTIONS, END OF WALL & EA. SIDE OF THE OPENING UNLESS SHOWN FOOTING SCHEDULE J ARK I SIZE I REINFORCING NATES (*) F12 l'-O"x 1'-0" x CONT 1 #5 REBAR MONOLITHIC SLAB F18.18 V -6"x 1'-6" x CONT. 2 #5 BOTT, 1 #5 TOP MONOLITHIC SLAB F30 2'-6"x 2'-6" x V-0" #5 @ 6" O.C. EACH WAY. CONCRETE PAD. LF1 l'-O"x 1'-0" x CONT. 2 #5 MONOLITHIC SLAB FOOT/NG NOTES. (') INDICATES TOP OF FOOTINGS 1'4" BELOW FINISH FLOOR. 1. AT ALL FTG. CORNERS & INTERSECTIONS, PROVIDE 2#5 L -SHAPED CORNERS BARS WITH 30" LEGS 2. LAP SPLICE BARS MIN. 36 INCHES. 3. MONOLITHIC CONCRETE SLAB & FOOTINGS ARE DESIGNED BY THE RATIONALANALYSIS METHOD -REFER TO FOUNDATION PLAN FOR SLAB REINFORCEMENT. NEW 2"X6" P.T. BOTTOM PLATE W15/8"OX 8" ANCHOR BOLT AT WALL 24" Q.C. MAX. & 6" FROM END WALL W/ 1/4" X 3"X3" FLAT WASHER ON EACH EMBEDMENT 4" CONIC. SLAB ABOVE INTO THE FOUND. EXIST. CONC. SLAB SIMPSON: SPH6 OR USP SPTH6 W/ 6x6-W1.4xW1.4 W.W.F. AT W/ 10-10dx1/ TO STUD NEW MID DEPTH OR FIBER MESH UPLIFT: 1240 LBS (TYP) 18" x 18" x CONT. I MONOLITHIC FTG. W/ 3 # 5 CONT. 3" GALV. FLASH. I X x- x x x x x X. x x MIN. ABOVE 6" i v n i° n a FINISHED GRADE a -• i ` ° • - - ,77 77/\ X18', / + CLEAN, COMPACTED. FILL��; �';AGLEAN, COMPACTED FILLv /E����. �ONC. SLAB \ / TERMITE TREATED / TERM( TE TREATED,//`/ / \ VAPOR/ �% r / / � BARRIER " X 18CONT. 18" 'i 18" / MONOLITHIC FTG. W 'i 3 # 5 CONT. ON,/ \ \, \ \\, \� \\ POLYETHYLENE VAPOR MOISTURE BARRIERS ®i ® v! SCALE: N.T.S IST. 0. (TYP. - EXIST. WOOD GABLE END NEW SIMPSON MSTA12 So. PINE No. 2 NEW OR BETTER 2"X 6" WOOD @ 16" O.G. FOR WALLS. W/ STUCCO FINISH OVER 1/2" APA RATED PLYWOOD SHEATING ON WALLS W/ 10 D NAILING 4" @ EDGE 6" @ INTERMEDIATE SUPPORT (STAGGE JOINTS) VAPOR BARRIER AND WIRE. NEW 2"X6" P.T. BOTTOM PLATE W/ 5/8"OX 8" ANCHOR BOLT AT WALL 24" O.C. MAX. & 6" FROM END WALL W/ 1/4" X 3"X3" FLAT WASHER ON EACH EMBEDMENT INTO THE FOUND. 4" GALV. FLASH. FIN. GRADE MIN. ABOVE FINISHED GRADE #5 "L" DOWELS & EPDXY 3" MIN. @ 2' O.C. INTO EXIST. SLAB ALONG PERIMETER (STAGGER DIRECTIONAL OF HORIZONTAL LEG) CONFIRM OR ADD FOOTING. 12"X12" W/2#5 REBARS (CONCRETE WITH MINIMUM 2500 PSI.) CONFIRM OR ADD COLUI'N OR POUR #5 W/ EPDXYX12 REINFORCED POURED BEAM TO TIE BEAM AND FOOTING FORM WHERE NECESSARY. EXIST. > . EXIST. BE/. p BEAM O ci n_ CT O L O ' O O O O 3:0 EXIST �' v C M.! Ai 00 I 0 NEW cn; . - DOOR OPENING MASONR/Y WALL ;�' C M.U. WAL C-0 Q n x X ?< / x (fl �I N 99 c�j ^ 0 a_ - In,01D a ' N - N �' N i _CD� ) EXIST. FQQTING z -- #5 DOWEL & EPDXY TO EXISTING 6" MIN.�_4 2 2"CUT 1/2"x 4 1 / IOP & BOTTOM. TYPICAL MASONRY INSPECTION & CLEAN OUT HOLE. T" N.T.S. (2) 2"X ?" WOOD (V�:RiFY THAT A MINIMUM OF 2"X6" IS MET) SIMPSON, -- (2) 2"X 6" WOOD _ SPH6 OR UPS SPTIH6 EA. TOP PLATE -77 END SILL 1-0 S7 UDS TOP AND BOTTOM. (7"P.) EXIST. 2X8 WOOD BEAM \� \ } a / p O ci n_ CT O L O ' O O O O 3:0 0Oo 00 0 M - =� x: Q0 C-0 Q n x X ?< / x (fl _ N 99 c�j N - In,01D a ' N - N �' N / V» 2 X6 " P.T. BOTTOM PLATE „ � c c A.. _ r_ H SPH6 OR SPTH6 SP ,6 OR U _-/ � 1 WEDGE ANCHOR AND J W 2 ED END 0 :i J3 (YP). 3 3X1/4" P.B WASH TOP AND ;TCM. 'TYP). @16" O.0 MAX. FROM END. C, _R DOORS & WINDOWS) .:,< Li .� SCALE: N.T.S ��. ,ET AM* t J 2 01 3 Szx 4;zI` a M - a x: n , ��. ,ET AM* t J 2 01 3 Szx 4;zI` 2 IP 10' 19/32" PLYWOOD ROOF SHEATHING THRUOUT (SEE STRUCTURAL 6- 16d TO HEADER NOTES) NAILING W/ go/ 3' O. C. 6-1 OdX 1 1/2" TO JOIST & AT PERIMETER AND 6' O, C, SIMPSON SUR/1-26 HANGER AT INT, SUPPORTS, H1 — — 10_ H10 7,_. L T 777-77 o3zo� //EXIST./�OUSE BEAM 8'-0 I EXIST. HOUSE BEAM 8'-10"�v>- i I LLICLCL U V 0Q� - LLJ I— c I cr, j / j 0(n o F 1, / r -I I I .01-0 � I W co � I co Z I W I.- 10' -4" I ID U) J W LU z W 4t 6M d M U)® 1 1 W �� I / / _ / ! W i I I I U) CV SI i 1 I { I 1 { 9 w W/ �I _H 0_ 10 H10 �MX/ST 2�(8 W00 BEAM I i /f 1� J// UJ / ROOF HOUSI EXIST W 'I a' I U)I ',% IST- , �' �0� �&�SE �': U) ' I 'f U) I ccF- / / � I� y % I I U) j % W W � �� r/ W; / ; �,I /, EXIS HOU $ E BEA 8'-0" ; �' EXIST. HOUSE BEAM 8'1-0" LLG� - L _ — i ; ����-� / / -=� — — — — / H10 I H 10 — H 10 1. I I -- �/_ L L.l / //� I / a GENERAL ROOF NOTES: TMO JAOLB)NOTES ARE SPECIFIC TO 1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL ELY PARALLEL FINAL TRUSS MFG. LAYOUT. CLOS OUT THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND MAKE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED TRUSS DRAWINGS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW PRIOR TO PERMIT SUBMITTAL AS PER GENERAL NOTES. 2. REFER TO DESIGNERS FLOOR/ FOUNDATION PLAN DRAVANG FOR ALL ROOM VAULTS, TIE BEAM HEIGHTS, SIZE AND REINFORCING. 3. CONTRACTOR IS RESPONSIBLE FOR ALL STRUCTURAL COORDINATION AND SHALL NOTIFY DESIGNER OF ANY DISCREPANCIES PRIOR TO POURING OF FLOOR SLAB IN WRITING. 4. ALL CONNECTOR STRAPS SHALL BE GALVANIZED SHEET STEEL. ASTM A446-75 GRADE A (4y=33,000 p.s.i.). 5. ALL STEEL SEAT DETAILS SUPPORTING GIRDER TRUSSES SHALL BE COORDINATED WITH THE TRUSS MANUFACTURER FOR SIZE AND BOLT SPACING REQUIREMENTS (SEE PLAN). 6. ALL FLAT ROOF AREAS SHOULD HAVE A MINIMUM SLOPE OF 1/4" PER FOOT. 7. GABLE END TRUSSES: NAIL 8d 4" O.C. 8. GABLE END TRUSSES: USE RING SHANKS OR 10d NAILS FIRST 5 FEET. BLOCKING CcD 48" O.C. MAX. IN FIRST 2 FRAMING SPACES EACH END. 9. GIRDER TRUSSES SIZED BY MANUFACTURER. 10. ALL TRUSSES NOT SPECIFICALLY CALLED OUT HAVE UPLIFTS OF 1,350# AND ARE TO BE SECURED TO CONCRETE BEARING SURFACES WITH A SIMPSON HHETA-20 OR WOOD BEARING SURFACES WITH A SIMPSON H10 11. ON ANY TRUSSES 40' OR GREATER, CONTRACTOR SHALL NOTIFY DESIGNER OR ENGINEER ONE WEEK IN ADVANCE TO ARRANGE FOR FIELD SUPERVISION. 12. ROOF MUST WITH STAND 170 MPH WIND LOADS. CONTRACTOR SHALL PROVIDE MANUFACTURERS SPECS ON ROOFING. 13. PROVIDE 22"x 54" ACCESS PANELS W/ FOLD DOWN LADDER 14. ROOF SPECS AND PRODUCT APPROVAL TO MATCH EXISTING ROOF MATERIAL (UNLESS ENTIRE ROOF TO BE REPLACED) 15. ALL STUDDED POST MUST BE CRIPPLED AT ROOF GIRDER BEARINGS AND WOOD BM'S. GLUE AND NAIL PLIES AT 12" O.C. TYP. WALL SHEATHINGS MUST BE NAILED TO EA. PLY AT BOTH SIDES 5/8" CDX PLYWOOD DECK 2X8 RAFTERS 916" O.0 W/ APPROVED BITUMINOUS So. PINE No. 2 FLAT ROOFING. OR BETTER HOT MOPPED OR TORCHED PRODUCT APPROVAL REQ. SEE DETAIL "E" R-1 O 1 INSULATION. GAL.. DRIP EDGE-�, - 1% 2" P.T. BORATE 11_ SIMPSON: H10A 2"x 10" WOOD\ W/ 12-8dx1/ TO TRUSS FASCIA & 13-8d TO PLATE UPLIFT: 1350 LBS, 1>-C» O.H.SIMPSON: SPH6 OR USP SPTH6 W/ 10-10dx1/ TO STUD i (T - UPLIFT: 1240 LBS (TYP) METAL LATH AND WOOD SOFFIT W/- 5/8" CDX PLYWOOD DECK 7" x 24" SCREENED W/ APPROVED BITUMINOUS VENTS @ 8'-0" o.c. FLAT HOT MOPPEDGOR TORCHED SO. PINE No. 2 PRODUCT_ APPROVAL REQ. GALV. DRIP 21*X8" 0 16" O.C. 1 % 2" WOOD 2"X 6" WOOD @ 16 O.C. FOR, SO. PINE 7T2 `�1WALLS. W/STUCCO FINISH OVER 2"x i 0" WOOD 1/z" APA RATED PLYWOOD ON WALLS Im/ 10 D NAILING 4" @ DETAIL "E" N.T.S. EDGE 6" @ INTERMEDIATE SUPPORT (STAGGE JOINTS) VAPOR BARRIER AND WIRE. SIMPSON: SPH6 OR USP SPTH6 W/ 10-10dx% TO STUD UPLIFT: 1240 LBS (TYP) 3" GALV. FLASH. MIN. ABOVE FINISHED GRADE I 2"X6" P.T. BOTTOM PLATE- W/ 1/2" WEDGE ANCHOR AND 3X3X1 /4" P.B WASH _ @16 O.0 MAX. FROM END. EMBEDMENT INTO THE FOUND. NOTE: BOTTOM OF FOOTER MIN. 12" BELOW FINISH GRADE. 2X6 SOLID WOOD BLOCK ON A MID HEIGHT W/ (2) 16 D TOE NAILS @ EACH END (NAIL EVERYTHING TO BLOCKING) 1/2" DRYWALL W/ R--13 INSULATION. COMPONENT AND CLADDING PRESURE ZONES r , NAIL SIZE NAIL SPACING ° ZONE OR USP SPTH6 8d RING -SHANK FASTENERS 4" @ EDGES 6" @ INTERMEDIATE SUPPORTS F2 W1 10- 1 Odx1 %" F2max. 8d RING -SHANK FASTENERS 6" @ EDGES, 12" @ INTERMEDIATE SUPPORTS TOP AND BOTTOM CORNER DISTANCE, A= 4 FEET IN ALL CASES f�1 00 Simpson Stud 4-SDS1/4x11h" 5 1/4x1 1/3TAPCON - N.T.& - - © SIMPSON WS -.28 tAt - tAt i I 1 I -- - ®I 4) Q ------ 1® I I I I I I i I I I I 590 I ® i I I (i) I I ®;0 9-1Gdx13L" 9-10dX1Y2" I i14C _ I I I SIMPSoN HU2 HU8 iO Ai iA Ai MA - , - - I 1® 1 I I I ®I ,® ®; I® OF 4) O FLAT ATR PLAN CORNER DISTANCE, A= 4 FEET IN ALL CASES GABLE ROOF 101 < -0- 4 30' 5/8" GYP. BOARD / X x x x --fix x x x _I +/ TERMITE TREATMENT REQ. COMPACT FILL REQ. I_ _ I c 18" X 18" CONT. MONOLITHIC FTG. W/ --� 3 # 5 CONT. ON _ POLYETHYLENE VAPOR MOISTURE BARRIERS 18 MIN. EDGE DISTANCE 3/8" 2" x 8" RAFTERS 12-8dx11�" @ 16" O.C. e F2 F1 Simpson Strong -Tie N.T.S. PLYMOD ROOF SHEATHING: a. Plywood roof sheathing shall be 19/32", exterior grade, sheathing, with 32/16 APA span rating b. Lay panels, continuous over two or more spans and with face grain perpendicular to primary framing members. End joints shall occur at center of primary framing member with both panels fastened to it. End joints shall be staggered. c. Exterior porch ceiling and soffit 7/8" stucco on high rib lath w/1 3/4" embed nailing. I. d. Plywood wall sheathing shall be 1/2", exterior grade, nailing with 10d 4" o.c. ® edge, 6' o.c. ® intermediate supports. GYPSUM BOARD PARTITIONS AND CEILINGS GYPSUM BOARD PARTITIONS —Non—ratedpartitions shall have 1/2" th. Gyp. rid On each side of 3 5/8" th. Metal studs at 16" on center and/or 2 x 4 wood studs at 24" on renter . —F ,ire rated non—bearing partitions shall have 5/8 th. Type x gyp. Bd. On each side of 3 5/8 th. (or as indicated on plan) metal studs at 16" on center with r-11 fiberglass insulation between —Bearing partitions shall have 5/8" th. Type "x" gyp. Bd. Each side of 2 x 4 wood studs at 16" on center. Storage areas under stairs shall have 2 layers of 5/8" th. Type "x" gyp. Bd. Secured to the walls of the storage area. GYPSUM BOARD CEILINGS —Garage ceilings shall have 3�" th. "x" gyp. Bd, wood trusses at 24" On center. —Ceiling uffixed to wood roof trusses at 24" on center shall be 5/8" th. Gyp. Bd. Ceiling affixed to woodfloor trusses shall be 1/2" th. Gyp. Bd. On 1 x 3 wood furring at 16" on Ceilings of storage areas under stairs shall have 2 layers of 5/8" type "x" gyp. 8d. Secured to the underside of the stair. 5/8" CDX PLYWOOD DECK W/ APPROVED BITUMINOUS AT ROOFING. 7 MOPPED OR TORCHED ??ODUCT APPROVAL REQ:---, 2X8 RAFTERS @ 16" O.0 NEW 4"X4" WOOD POST ADD SIMPSON H10 --� W/ 12-8dxth TO TRUSS & 13-8d TO PLATE UPLIFT: 1350 LBS. EXIST. -� WOOD BEAM NEW (2) 2"x6" TOP PLATE j W/ SIMPSON: SPH6 W/ 10-1Odxl1h TO EA/S. STUD UPLIFT: 1240 LBS. I TRUSSES R--19 INSULATION TRUSS TIE DOWN %SC31HEDULE PRODUCT ALLOWABLE r , MARK SIMPSON SPH6 NAILS TO ° U lift i OR USP SPTH6 ° F1 F2 W1 10- 1 Odx1 %" F2max. U °+ TRUSS/POST TOP AND BOTTOM I i SIMPSON f�1 00 Simpson Stud 4-SDS1/4x11h" 5 1/4x1 1/3TAPCON - N.T.& 5/8" CDX PLYWOOD DECK W/ APPROVED BITUMINOUS AT ROOFING. 7 MOPPED OR TORCHED ??ODUCT APPROVAL REQ:---, 2X8 RAFTERS @ 16" O.0 NEW 4"X4" WOOD POST ADD SIMPSON H10 --� W/ 12-8dxth TO TRUSS & 13-8d TO PLATE UPLIFT: 1350 LBS. EXIST. -� WOOD BEAM NEW (2) 2"x6" TOP PLATE j W/ SIMPSON: SPH6 W/ 10-1Odxl1h TO EA/S. STUD UPLIFT: 1240 LBS. I TRUSSES R--19 INSULATION TRUSS TIE DOWN %SC31HEDULE PRODUCT ALLOWABLE CALCULATED MARK ANCHOR NAILS TO NAILSBOLTS U lift i LATERAL LOAD LATERAL LOAD F1 F2 F1 max F2max. U TYPE TRUSS/POST TO SEATDownload Umax. SIMPSON f�1 00 ® SIMPSON 4-SDS1/4x11h" 5 1/4x1 1/3TAPCON - 595 - - © SIMPSON WS -.28 4-10d 4-10d - 720 - - - -- - - ® SIMPSON STIR 6-10dX11�" 6-16d - 765 590 285 ® SIMPSON 9-1Gdx13L" 9-10dX1Y2" _ i14C _ ® SIMPSoN HU2 HU8 6-1/4x2 3/4"TITEN 6-1/4x1 3/4 TITEN - 575 - - - - - U.N.O.- UNLESS NOTED OTHERWISE T.B.- THRU-BOLT LATERA LOAD NOTE: UNITY EQUATION WITH LESS RESTRICTIVE LOAD COMBINATION OF MAXIMUM LATERAL LOAD AND UPLIFT5LOAD < 1 # REVISION DATE BY I i , {{I I I 4617 l 0th Ave. N Lake Worth, FL 33463 Phone: 561-642-7729 Fax: 561-432-5544 � F agXa�yr �yy� h A 4 w St1E_ 4 ria I -k -t U O i f�1 00 U� U IU 0o p 0 O a (.",? � F agXa�yr �yy� h A 4 w St1E_ W J �! �� w co j U) c�o� W WZ Q 0 W CZ JZE U W� L'j -_j Q J � ti ti mW 0C) ZQ W ZO � WU� cnLLJ Q UtiCl- CMZ C�- Q > m �(U) C: O) m �Z w O �� Wm� ��- C/5C� O v0�Qj WWW Z Z)O O m� LZo � J z U) o O LJ cn �cm W o �� Q\� Li o Q o �� �j� QJU Z Lu U Z� WX� �WQ U UW Z O CQ ��m ��� J �� c foo s� �Q-v w o m J w ZDV) ZO J O ti Q�� AZO Q C) --j QW = Z � Z LLjQQ �Q) W C� WQc k-C)Z BOJ Q �W Z C) Ctiti c\� �C�w ti QZ L O O O Z Z O J Z o� o cnz C) 1/1 Q Q UWP W� Q�vOF, U QO U W WtiL �� WIZ ti I ti C-) �W� XW� �`J �U Z Q o www �J� �' ;�i �� o Q O Ln uj W^ W WQ U O m U Z�W ?�� g d�� a j ��� �( ��0�\� Z� O O Cl- Q)�m 0 Co I I I i I I I I N (0 co rW did pit d o `� z �cn Li CL- �J s CL-oNZ QD Q !\ C) - d ( D U \ v 41z J O L z� v � wLLJ � Z v� D— w � � I ;- -------7- a C) LLI i, Z O i C) ! 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