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Home My WebLink AboutBuilding PlansSTRUCTURAL DESIGN STATEMENT I_CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTIONS OF THE BUILDING CODES. I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS, & RELATED ELEMENTSPROVIDE ADEQUATE RESISTANCE TO WIND LOADS AND FORCES SPECIFIED BY THE CODES LISTED BELOW. GENERAL NOTES 1. DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS TAKE I PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR SHALL REVIEW THESE DRAWINGS IN THEIR ENTIRETY BEFORE COMMENCING CONSTRUCTION AND SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO THE WHOLE HOUSE ENGINEERING, LLC. BACK CHARGES WILL NOT BE ACCEPTED. L A PA 2. THE GENERAL CONTRACTOR SHALL VERIFY THE BUILDING PO ITION WITHIN THE SETBACK LINES PRIOR TO COMMENCING CONSTRUCTION. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZED WITH ALL EXISTING CONDITIONS AS THEY ARE BE NOT DESIGN PARAMETERS & ASSUMPTIONS NECESSARILY SHOWN ON THESE DRAWINGS. CODE EDITION: 4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ■ FLORIDA BUILDING CODE 2020, 7TH EDITION LOCATIONS OF ALL FLOOR, ROOF, AND WALL OPENINGS AND ■ ASCE 7 (EXPOSURE CONDITION): B PENETRATIONS. CONSTRUCTION TYPE: VB 5. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COORDINATE THE OCCUPANCY CLASSIFICATION: R-3 WORK OF ALL TRADES, DETERMINE ERECTION PROCEDURE, AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING, ITS BUILDING DESIGNED AS: COMPONENTS, AND TRADE BASE DURING CONSTRUCTION. ❑ PARTIALLY ENCLOSED 6. ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE ■ ENCLOSED INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ❑ OPEN ANY SIMILAR CONDITION ELSEWHERE IN THE WORK EXCEPT WHERE A ❑ TESTED (WIND TUNNEL) DIFFERENT DETAIL AND OR SECTION IS SHOWN. I 7. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL BUILDING HEIGHT: OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. ■ S 60 FT. ASCE 7. 8. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE ALL ❑ > 60 FT. MUST USE ASCE 7. NECESSARY SHOP DRAWINGS, WINDOWS, DOORS, ETC. 'TO WHOLE HOUSE ENGINEERING, LLC FOR REVIEW AND APPROVAL, MEAN ROOF HEIGHT: C15 FT, 9. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER FOR LOW RISE BUILDING WITH SLOPED ROOFS. STRIPPED. 10. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE:, ARETHE RISK FACTOR: I i PROPERTY OF WHOLE HOUSE ENGINEERING, LLC., AND SHALL NOT DETERMINED BUILDING -USE/ OCCUPANCY, REFER TO ASCE 7 TABLE BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN 1 5-1 CONSENT OF WHOLE HOUSE ENGINEERING, LLC. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAIN NG ALL INTERNAL PRESSURE COEFFICIENT: +/-0.18 REQUIRED BUILDING AND TRADE PERMITS AND FOR THEIR ENCLOSED BUILDING. RESPECTIVE COSTS. 12. THESE DRAWINGS ARE DIAGRAMMATICAL AND ARE: INTE14DED TO BASIC WIND VELOCITY PRESSURES: SHOW DESIGN INTENT ONLY. THEY DO NOT SHOW EVERY MINOR APPROPRIATE POSITIVE/ NEGATIVE PRESSURE COEFFICIENTS HAVE DETAIL OF CONSTRUCTION. ALL TRADES ARE RESPONSIBLE FURNISHING COMPLETE BUILDING SYSTEMS AND ALL ITEMS THAT'' FORT BEEN APPLIED TO MAIN WIND` FORCE RESISTING SYSTEM, AND BUILDING ENVELOPE COMPONENTS AND CLADDING, AS APPLICABLE: WOULD NORMALLY BE CONSIDERED INCIDENTAL TO THEIR WIND SPEED (3 SEC.GUST): 160 MPH INSTALLATION. BASIC VELOCITY PRESSURE: 28.4 PSF OTE CTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, FLOOR PLAN NOTES I. NATURAL VENTILATION. I CERTIFY THAT THIS HOME IS DES( NED TO DOORS, GARAGE DOORS AND SIMILAR ENVELOPE ELEMENTS ARE COMPLY WITH THE NATURAL VENTILATION REQUIREMENTS 0 INDICATED ON CONSTRUCTION PLANS. SECTION 402 OF THE FLORIDA BUILDING CODE, MECHANICAL. 2. SAFETY GLAZING. ALL GLAZING IN SLIDING AND SWINGING DOORS, ROOF LOAD INCLUDING SHOWER AND TUB ENCLOSURES, TO BE SAFETY GLAZED LIVE LOAD: 20 PSF AS PER FBC 2406.4 & R308.4. ALL GLAZING IN ANY HAZARDOUS DEAD LOAD: 15 PSF LOAD TO RESIST WIND UPLIFT: 10 PSF LOCATION OF A BUILDING WITH SILL LESS THAN 60" A.F.F. HALL BE SAFETY GLAZED AS PER FBC 2406.4 (5) & R308.4 (2) ALL GLAZING WITHIN 24" OF AND PARALLEL TO A DOOR SHALL BE MINIMUM DEFLECTION CRITERIA FOR TRUSS TO BE AS FOLLOWS: TEMPERED. 3. FIRE BLOCKING. PROVIDE FIRE BLOCKING AT ALL CONCEALED ROOF TOTAL LOAD: L/240 ROOF LIVE LOAD: L/360 SPACES. 4. SHUTTERS. STORM SHUTTERS WITH AN ACCEPTED PRODUCT SOIL BEARING CAPACITY: 2.000 PSF (ASSUMED. GC APPROVAL SHALL BE PROVIDED AT ALL OPENINGS EXCEPT PROTECTED BY APPROVED IMPACT RESISTANT DOORS AND WINDOWS. HOSE TO VERIFY.) 5. ROUGH' OPENINGS. VERIFY ALL ROUGH OPENING AND MASONRY OPENING SIZES WITH MANUFACTURER'S PRODUCT SPECIFICATIONS. 6. EGRESS WINDOWS. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. EGRESS WINDOWS 'SHALL HAVE A MINIMUM NET OPENING OF 24" HIGH, 20" WIDE, AN Q MIN. NET AREA OF_5.7 S.F. FOR 21ND FLOOR WINDOWS AND 5.0 F. FOR 1ST FLOOR WINDOWS:' THE SILL HEIGHT SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH AT 54" A.F.F. MAX.. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE F.R.C. 7. INTERIOR NON -BEARING WALLS. 25 GA., 3.5" STEEL STUDS ® 24" O.C. (20GA. ® 16" OC. IN AREAS RECEIVING TILE AND WET AREAS) W/ 1/2" GYPSUM BOARD ON BOTH SIDES (TYPICAL).:2X4 P.T. SILL PLATE FASTENED TO '!SLAB -ON -GRADE BELOW WALL. 8. BATHTUB AND SHOWER SPACES. BATHTUB & SHOWER FLOORS & WALLS ABOVE BATH TUBS WITH INSTALLED SHOWER HEADS & IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH AN IMPERVIOUS, NON -CORROSIVE, NON -ABSORBENT & WATERPROOF MATERIAL. MOISTURE RESISTANT BACKING BOARD REQUIRED UNDER IMPERVIOUS WALL AREAS IN BATH TUB & SHOWER SPACES. SUCH WALL SURFACES SHALL EXTEND NOT LESS THAN 6'-0" ABOVE THE ROOM FLOOR LEVEL. A ATION FROM DWELLING UNIT GARAGE A 9. G R GE SE R SH LL BE SEPARATED FROM THE DWELLING UNIT AND IT'S ATTIC AREA BY MEANS OF A MINIMUM 1/2" GYPSUM BOARD APPLIED TO TH GARAGE SIDE. 10. GARAGE DUCTS. DUCTS IN THE GARAGE & DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING UNIT FROM THE GARAGE SHALL BE MIN..019" SHEET METAL & SHALL HAVE NO OPENINGS INTO THE GARAGE. 11. EXTERIOR OPENINGS. NO OPENINGS ARE PERMITTED IN THE EXTERIOR WALL OF BUILDINGS SEPARATED FROM ADJACENT BUILDING BY A DISTANCE OF LESS THAN 6'-0". 12. BACKING FOR CABINETS. PROVIDE 2X4 MINIMUM HORIZONTAL BACKING IN KITCHEN W/ TOP ® 35" A.F.F. & TOP ® 8'-0"' A.F.F. & IN BATHROOM VANITY AREAS W/ TOP @ 30" A.F.F. OR A REQUIRED FOR CABINET ATTACHMENT. 13. WOOD FRAME WALLS. WOOD FRAME WALLS AND HEADERS ARE DESIGNED USING RATIONAL ANALYSIS. 14. SAFEGUARDS. WHERE THERE IS A DROP OF MORE THAN 4 FEET OR MORE ON THE FAR SIDE OF THE OPERABLE (DR FIXED GLAZED PANELS 24" OR GREATER IN WIDTH AND THE SILL IS LESS THAN 36" ABOVE THE NEAR SIDE WALKING SURFACE, SAFEGUARDS SHALL BE PROVIDED AS SET FORTH IN 4403.7.3. CONCRETE PLAN NOTES 1. ALL CONCRETE TO ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. AGGREGATES TO BE CLEAN AND WELL GRADED, 1-1/4" MAXIMUM SIZE. CONCRETE SLUMP IS TO BE 5" MINIMUM TO 6" MAXIMUM. 2,500 PSI FOR SLABS ON GRADE & FOUNDATIONS. 2. MINIMUM CONCRETE COVER FOR REINFORCING BARS: • FOOTINGS CAST AGAINST SOIL: 3" MIN. • SLABS (CAST AGAINST SOIL W/ VAPOR BARRIER: 1 1/2" MIN. *SLABS (ABOVE GRADE LEVEL: 3/4" MIN. *BEAMS AND COLUMNS: 1 1/2" MIN. 3. REINFORCING BARS, UNLESS OTHERWISE SPECIFIED, SHALL BE NEW BILLET STEEL MEETING A.S.T.M. A615, GRADE 60. REINFORCING BARS SHALL BE DETAILED, FABRICATED, SUPPORTED IN FORMS AND SPACED WITH ACCESSORIES FOLLOWING THE REQUIREMENTS OF THE "MANUAL' OF STANDARD PRACTICES FOR DETAILING REINFORCED CONCRETE STRUCTURES. (A.C.I. 318)". 4. LAP ALL REINFORCING BAR SPLICES 48 BAR DIAMETERS (UNLESS OTHERWISE NOTED). ALL REINFORCING BARS SHALL BE SECURELY WIRED TOGETHER IN THE FORMS. TWO-WAY MATS OF STEEL SHALL BE TIED AT ALTERNATE INTERSECTIONS BOTH WAYS. PROVIDE CORNER BARS AT ALL CORNERS FOR ALL CONTINUOUS REINFORCING IN UNIT MASONRY #5 X 5'-0" (30" EACH WAY) UNLESS OTHERWISE NOTED. FOUNDATION PLAN NOTES 1. SLAB ON GRADE: 4" THICK 3,000 PSI CONCRETE SLAB WITH 6"X6" / W1.4 X W1.4 WELDED WIRE MESH LOCATED IN THE MIDDLE TO UPPER 1/3 OF SLAB, SUPPORTED S-0 ON CENTER MAX., ON 6-MIL. VAPOR BARRIER, ON CLEAN 95% COMPACTED TERMITE TREATED FILL, DESIGN SOIL BEARING CAPACITY IS 2,000 PSF. ACTUAL BEARING CAPACITY MUST BE CERTIFIED TO MEET 2,000 PSF MIN. BY AN ARCHITECT OR A PROFESSIONAL' ENGINEER. 2. CORNER BARS: ALL BARS OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING CORNER BARS W/ A MINIMUM LAP SPLICE OF 30" (48 BAR DIAMETERS). 3. INTERSECTING BLOCK WALLS: AT ALL INTERSECTING BLOCK WALLS, INTERWEAVE CONCRETE BLOCK OR BREAK OUT A 5" X 5" HOLE BETWEEN WALLS ® 24" O.C. VERTICALLY TO ALLOW CONCRETE TO FILL BOTH CELLS. REINFORCED MASONRY NOTES 1. DESIGN OF THE REINFORCED MASONRY IS BASED ON THE BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530) AND THE SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1). 2. CONCRETE BLOCK SHALL BE NEW AND UNDAMAGEDANDCONFORM TO THE REQUIREMENTS OF ASTM C90, F'M = 1900 PSI MIN. BLOCK IS TO BE HANDLED AND STORED TO PREVENT DAMAGE TO AND CONTAMINATION OF THE UNITS. 3. MORTAR TO CONFORM TO THE REQUIREMENTS OF ASTM C270, TYPE M OR S. MORTAR TO BE TESTED IN ACCORDANCE WITH ASTM C1314 AT THE BEGINNING OF THE PROJECT AND AT EVERY 5000 SF OF WALL AREA. 4. GROUT FOR FILLED CELLS SHALL BE 3000 PSI (MIN) AND CONFORM TO THE REQUIREMENTS OF ASTM C476 WITH A SLUMP OF 8" TO 10". CONCRETE FILLED CELL MIX WITH A F' OF 25g0 PSI AND A SLUMP OF UP TO 8" MAY BE SUBSTITUTED FOR THE (SPECIFIED GROUT. GROUT (OR FILLED CELL MIX) TO BE TESTED EVERY POUR AND AT EVERY 50 YARDS MINIMUM. WHEN GROUTING IS STOPPED FOR ONE HOUR OR MORE, THE GROUT SHALL BE STOPPED 1.5" BELOW THE TOP OF THE CONCRETE BLOCK. 5. REINFORCING STEEL SHALL COMPLY WITH ASTM A615, GRADE 60. ALL STEEL TO BE #5'S UNLESS NOTED OTHERWISE, PACED IN THE CENTER OF THE CELLS, UNLESS NOTED OTHERWISE. CELLS TO BE FREE OF MORTAR AND CELLS SHALL ALIGN VERTICALLY TO MAINTAIN A CLEAR UNOBSTRUCTED VERTICAL CELL, MINIMUM WIDTH OF GROUT SPACE SHALL BE 4". STEEL TO BE LAPPED 48 BAR DIAMETERS MINIMUM AND HOOKED INTO BEAMS 10" MINIMUM. 6. CLEANOUTS SHALL BE PROVIDED FOR ALL FILLED CELLS AT THE BOTTOM OF EACH LIFT FOR INSPECTION. 7. MATERIAL CERTIFICATES SHALL BE SUBMITTED AND APPROVED FOR THE REINFORCING STEEL, MASONRY UNITS, MORTAR AND GROUT MATERIALS. 8. WHERE DOWELS WERE NOT PROPERLY PLACED IN THE FOUNDATION, NEW DOWELS MAY BE DRILLED (03/4" X 8" DEEP MIN.) AND SET IN PLACE WITH EPDXY WITH 'US ANCHOR ULTRA -BOND EPDXY. 9. SHORING DESIGN MUST BE SUBMITTED AND APPROVED PRIOR TO PLACING BLOCK ON STRUCTURAL MEMBERS NOT DESIGNED FOR THE WEIGHT. THE DESIGN OF THE BRACING OF WALLS UNDER CONSTRUCTION MUST ALSO BE SUBMITTED AND APPROVED PRIOR TO CONSTRUCTION. FRAMING PLAN NOTES 1. THE ROOF FRAMING PLAN SHOWS LOCATION & DIREP'T.6N OF ALL ROOF MEMBERS (TRUSSES AND GIRDERS). FOR INDIVIDUAL TRUSSES, SEE LAYOUT & ENGINEERING SHEETS BY TRUSS MANUFACTURER. 2. ALL CONCRETE BEAMS TO BE A MINIMUM OF 8" X 12" WITH (2) #5 BARS TOP & (2) #5 BARS BOTTOM UNLESS NOTED OTHERWISE ON PLANS. 3. AT ALL POURED CONCRETE BEAM AND BOND BEAM INTERSECTIONS, EXTEND BOND BEAM STEEL 30" INTO POURED BEAMS. 4. ANY OF THE SPECIFICALLY NOTED BEAMS MAY BE BUILT UP TO 1" SMALLER OR 2" LARGER WITHOUT ANY CHANGE OF REQUIRED STEEL. 5. STIRRUPS NOT REQUIRED UNLESS NOTED OTHERWISE. 6. ALL HEADERS & WOOD BEAMS TO BE (2) 2"X12" HEM -FIR #2 UNLESS NOTED OTHERWISE ON PLAN. 7. #2 S.Y.P. MAY BE SUBSTITUTED ANYWHERE HEM -FIR IS SPECIFIED. 8. PROVIDE FILLED CELLS 0 MINIMUM 6" ABOVE & 6" BELOW ALL EXPANSION BOLT LOCATIONS IN C.B.S. WALLS (TYPICAL). 9. SPACE FLOOR TRUSSES ACCORDINGLY TO AVOID CONFLICT W/ PLUMBING FIXTURE DRAINS ABOVE. COORDINATE W/ ARCHITECTURAL PLANS. 10. ANY WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. ABBREVIATIONS: AB ANCHOR BOLT ABV ABOVE AFF ABOVE FINISHED FLOOR AFI ARC FAULT INTERRUPT ALUM ALUMINUM AHU AIR HANDLER UNIT BF BI-FOLD BP BI-PASS BLK BLOCK BRKFST BREAKFAST BLK'G BLOCKING BM BEAM BRG BEARING BTM BOTTOM CAB CABINET CER CERAMIC CJ CONTROL JOINT CL CENTER LINE CLG CEILING CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN CONNECTION CSMT CASEMENT CTR CENTER DBL DOUBLE DF DRINKING FOUNTAIN DIA DIAMETER, ALSO 0 DSP DISPOSAL DP DESIGN PRESSURE DR DOOR DW DISHWASHER EA EACH EE EACH END EJ EXPANSION JOINT ELEC ELECTRIC EMER EMERGENCY EQ EQUAL OR EQUIVALENT ES EACH SIDE ESP PAINT EW EACH WAYATIC EXT EXTERIOR EXST EXISTING EXP EXPANSION FBC FLORIDA BUILDING CODE FDN FOUNDATION FF FINISHED FLOOR FLUOR FLOURESCENT FO FLOOR OUTLET FR FIRE RATED FRDR FRENCH DOOR FRM FRAME FRM'G FRAMING FT FOOT, FEET FURR FURRING GT GIRDER TRUSS GA GAUGE GALV GALVANIZED GFI GROUND FAULTINTERRUPT GL GLASS GND GROUND GYP GYPSUM GYP BID GYSPUM WALL BOARD HB HOSE BIB HC HOLOW CORE HT HORZ HOIRIZONTAL HM HOLLOW METAL HPS HOOPS HR HOUR HVAC HEAT VENT. & AIR COND. HVHZ HIGH VELOCITY HURRICANE ZONE ID INSIDE DIMENSION INSUL INSULATION INT INTERIOR LAM LAMINATE LAV LAVATORY LG LONG LI N LINEN LGT LIGHT LT LAUNDRY TUB X MAXIMUM MC MEDICINE CABINET MECH MECHANICAL MEAN ROOF HEIGHT MRLH METAL MFR MANUFACTURER MW MICROWAVE NIMUM MIN MIRROR MO MASONRY OPENING MONO MONOLITHIC OBSC OBSCURE OC ON CENTER ABBREVIATIONS (CONTINUED): OHD OVER HEAD DOOR OPP OPPOSITE OS OUTSIDE DIMENSION PLF POUNDS PER LINEAR FOOT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED PRT'N PARTITION PH PHONE PKT POCKET PLYWD PLYWOOD PNL PANEL R RADIUS REF REFERENCE REINF REINFORCING REQ'D REQUIRED REQ'M REQUIREMENT RM ROOM RO ROUGH OPENING SC SOLID CORE SCHED SCHEDULE SGID SLIDING GLASS DOOR SF SQUARE FOOT SH SINGLE HUNG SHF SHELF SHWR SHOWER SPEC SPECIFICATIONS) SMS SHEET METAL SCREW SQ SQUARE SS STAINLESS STEEL ST STIRRUPS STD STANDARD STL STEEL SW ITCH SYM SYMMETRICAL TMP'D TEMPERED TB THROUGH BOLT TBM TIE BEAM THK THICK T&G TONGUE & GROOVE TOB TOP OF SEAM TOBB TOP OF BOND BEAM TOPL TOP OF WOOD PLATE TOTB TOP OF TIE BEAM TPH TOILET PAPER HOLDER TYP TYPICAL UNO UNLESS OTHERWISE NOTED UL UNDERWRITERS LABORATORIES VERT VERTICAL VIF VERIFY IN FIELD WA WEDGE ANCHORS W WITH WC WATER CLOSET WWHH ELECTRIC WATER HEATER WM WASHING MACHINE WP WATERPROOF WPH WALL PHONE WSCT WAINSCOT WT I WEIGHT 6� 21 ��EWEp FOR E a@V1 oMp`�pN,C c°°E G 1E CUN ST • LV BpCG GO, PREPARED FOR; SANDRA GALARZA \� // 1%hh, WHOLE HOUSE ENGINEERING 4451 ST. LUCIE BLVD, SUITE 201 FORT PIERCE, FL 34946 CONTACT: 772.409.1003 ENGINEERINGC&.WHENGINEERING.NET DRAWING NOTICE1 THESE DRAWINGS AND DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE' ENGINEERING, LLC, AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE - EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING, LLC. WARNINGi DO-NOT'SCALE DRAWINGS, PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS,' ARCHITECTURAL SYMBOLS CONTAINED WITHIN THESE DOCUMENTS ARE FOR GRAPHIC PURPOSES ONLY, SIZE AND LOCATION MAY VARY IN ORDER TO MEET THE MANUFACTURER'S 4 P. F b T F. T C 4 T T. n N C_ RAMA P. KRISTAM P.E. FL #88906 REVISION DATE BY REV PROJECT NUMBER, NAME & ADDRESS: W H E 10250-1 EXTERIOR SHED 4110 AVENUE R FORT PIERCE, FL 34947 DRAWN BY: JM SHEET TITLE: GENERAL NOTES SHEET NO.: GN-1.0 PREPARED FOR, SANDRA GALARZA 3-1/2" X 5/8" NICKEL DOOR HINGES (3) PER DOOR. ATTACH WITH (3) MOUNTING SCREWS TO DOOR FRAME AND STUDS EA. 5/16" FIBE -- CEMENT SIDING ON EXTERIOR FACE 2X4 STUDS 0 PERIMETER TY:" AND 2X4- STUD AT MID POINT OF'FRMAING APA RATED 40/20 — 19/32" EXPOSURE EXTERIOR GRADE PLYWD. SHT'G, NAIL W/ 8d RING SHANK NAILS (.131 x 2\" NAILS) 4" O.C. ALL MEMBERS. Ht]c c NOTE: STRUCTURE IS FOR STORAGE ONLY AND UN -INHABITABLE SPACE. STRUCTURE IS NOT PROPOSED TO BE WATER PROOF AND WEATHERING TO WATER IS ACCEPTABLE. DOOR TAILS SCALE : 1/2 12=11-otl SHINGLES ROOFING INSTALL OVER TWO LAYERS OF 30# ROOF FELT PAPER W/ MIN. 6" LAP TIN TAGGED 0 12" O.C. INSTALL ALL ROOF PRODUCTS PER THEIR MFG'R SPECS AND THE N.O.A. 0�5 GALV. STL. STRAP AT EA RAFTER (SEE PLAN) / 26gd. GALV.` MTL DRIP EDGE �J SINGLE TOP 2x8" ROUGH SAWN PER PLAN PLATE CEDAR FASCIA W/ (2) GALV 16d EACH TRUSS WOOD JOIST PER PLAN STUDS AT 16" 5— O.C.WITH SIMPSON SP1 /16" FIBER - CEMENT AT TOP PLATE AND SIDING SIMPSON H8 AT BOTTOM PLATE /2" GYPSUM DRYWALL 2X BLOCKIN AT H/3 TYP. P.T. BOTTOM PLATE WIT 1/2 DIA TAPCON —CONCRETE SLAB AND ANCHORS AT 24" O.C. MONOLITHIC FOUNDATION PER PLAN Q -J o:. 4 W N GRADE v,4 ;!SEE PLA L SECTION SCALE : 1/2"=1'-0" 8" W. X 12" D. WITH (2) #5 CONT. REBAR; TYP. 2 LuuR PLAN V. 1.o SCALE : 1/2"=1'-0" NOTE: STRUCTURE 1S FOR STORAGE ONLY AND — UN —INHABITABLE SPACE. STRUCTURE IS NOT PROPOSED TO BE WATER PROOF AND WEATHERING TO WAT R IS . - ACCEPTABLE. 4" CONC. SLAB 2500 PSI W/ 6X6 W6/D6 WWM OR FIBERMESH REINFORCING ON 6—MIL. VISQUEEN MOISTURE BARRIER ON CLEAN TERMITE TREATED SOIL, COMPACTED TO 95% MODIFIED PROCTOR. 2X4 CRIPPLES STUDS ATTACHED TO HEADER WI 20 GA. STRAP 8'-0"FF HE DOUBLE 2X4 STUDS A SIMPSON CS20 X1-1/4 OVER HEADER WITH (6, ON EACH END OF STRO 0'-0"FF 1'-0" ADER PER R0017 T DOOR OPENING STRAP WRAPF 0.131"X2-1/4 1P DOOR PER PLA TYP. ED NAILS 4/A1. CD ]'-�'' O R OPENING APA R,'-- PLYWD. NAILS) J ROOF MEMBER CONNECTIONS TO BE DONE WITH (3) 0.131"X2.5" TOE NAILS TYP. 4 F TI PL.A .0 SCALE 1/2 "=V_C E : 1/2"=1'-0" FRAMINGLA SCALE : 1/2"=1'--0" WHOLE HOUSE ENGINEERING 4451 ST. LUCIE BLVD, SUITE 201 FORT PIERCE, FL 34946 CONTACT: 772.409.1003 ENGINEERING(dWHENGINEERING.NET DRAWING NOTICE THESE DRAWINGS AND DOCUMENTS ARE CONFIDENTIALAND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING, LLC, AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING, LLC, WARNING, D❑ NOT SCALE DRAWINGS, PLEASE CONTACT DESIGNER WITH ANY QUESTIONS' REGARDING DIMENSIONS, ARCHITECTURAL SYMBOLS CONTAINED WITHIN THESE DOCUMENTS ARE FOR GRAPHIC PURPOSES ONLY. SIZEAND LOCATION MAYVARYIN ORDER TO MEET THE MANUFACTURER'S S P E C I FI C A T 10 N S. RAMA F'. KRISTAM P.E. FL #88906 "Atli 11114", pjE r M �- :ATE tSE'' -emu REVISION DATE BY REV PROJECT NUMBER, NAME & ADDRESS: W H E 10250-1 EXTERIOR SHED 4110 AVENUE R FORT PIERCE, FL 34947 DRAWN BY: JM SHEET TITLE: PLANS AND DETAILS SHEET NO.: A-1.0 F��'� GOQ