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HomeMy WebLinkAbout3003 Ave T - PERMIT SET-SLDPREPARED FOR: STRUCTURAL 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 ELEMENTS PROVIDE ADEQUATE RESISTANCE TO WIND LOADS AND FORCES SPECIFIED BY THE CODES LISTED BELOW. DESIGN PARAMETERS & ASSUMPTIONS CODE EDITION: ■ FLORIDA BUILDING CODE 2017, 6TH EDITION ■ ASCE 7 (EXPOSURE CONDITION): C CONSTRUCTION TYPE: VB OCCUPANCY CLASSIFICATION: R-3 BUILDING DESIGNED AS: ❑ PARTIALLY ENCLOSED ■ ENCLOSED ❑ OPEN ❑ TESTED (WIND TUNNEL) BUILDING HEIGHT: ■<_60FT. ASCE 7. ❑ > 60 FT. MUST USE ASCE 7. MEAN ROOF HEIGHT: <15 FT. FOR LOW RISE BUILDING WITH SLOPED ROOFS. RISK FACTOR: I I DETERMINED BUILDING USE/ OCCUPANCY, REFER TO ASCE 7 TABLE 1.5-1. INTERNAL PRESSURE COEFFICIENT: ENCLOSED BUILDING. BASIC WIND VELOCITY PRESSURES: APPROPRIATE POSITIVE/ NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN APPLIED TO MAIN WIND FORCE RESISTING SYSTEM, AND BUILDING ENVELOPE COMPONENTS AND CLADDING, AS APPLICABLE: WIND SPEED (3 SEC.GUST): 160 MPH BASIC VELOCITY PRESSURE: 28.4 PSF NOTE:ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS AND SIMILAR ENVELOPE ELEMENTS ARE INDICATED ON CONSTRUCTION PLANS. ROOF TRUSS LIVE LOAD TOP CHORD: 20 PSF BOTTOM CHORD: 00 PSF ROOF TRUSS DEAD LOAD TOP CHORD: 10 PSF BOTTOM CHORD: 10 PSF TOTAL ROOF TRUSS DEAD LOAD TO RESIST WIND UPLIFT: 10 PSF MINIMUM DEFLECTION CRITERIA FOR TRUSS TO BE AS FOLLOWS: ROOF TOTAL LOAD: L/240 ROOF LIVE LOAD: L/360 SOIL BEARING CAPACITY: 2,000 PSF (ASSUMED. GC TO VERIFY.) DRAWING INDEX SHEET SHEET TITLE REV GN GENERAL NOTES - A-1.0 PROPOSED FLOOR PLAN - A-2.0 NEW ELEVATIONS - S-1.0 REINFORCEMENT PLAN - S-2.0 FRAMING PLAN - - E-1.0 ELECTRICAL PLAN P-1.0 PLUMBING PLAN - GENERAL NOTES 1. DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS TAKE 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. 2. THE GENERAL CONTRACTOR SHALL VERIFY THE BUILDING POSITION WITHIN THE SETBACK LINES PRIOR TO COMMENCING CONSTRUCTION. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIARIZED WITH ALL EXISTING CONDITIONS AS THEY ARE NOT NECESSARILY SHOWN ON THESE DRAWINGS. 4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL FLOOR, ROOF, AND WALL OPENINGS AND PENETRATIONS. 5. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COORDINATE THE WORK OF ALL TRADES, DETERMINE ERECTION PROCEDURE, AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING, ITS COMPONENTS, AND TRADE BASE DURING CONSTRUCTION. 6. ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR CONDITION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL AND OR SECTION IS SHOWN. 7. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 8. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE ALL NECESSARY SHOP DRAWINGS, WINDOWS, DOORS, ETC. TO WHOLE HOUSE ENGINEERING, LLC FOR REVIEW AND APPROVAL. 9. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. 10. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF WHOLE HOUSE ENGINEERING, LLC., AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING, LLC. 1 1 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS. 12. THESE DRAWINGS ARE DIAGRAMMATICAL AND ARE INTENDED TO SHOW DESIGN INTENT ONLY. THEY DO NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION. ALL TRADES ARE RESPONSIBLE FOR FURNISHING COMPLETE BUILDING SYSTEMS AND ALL ITEMS THAT WOULD NORMALLY BE CONSIDERED INCIDENTAL TO THEIR INSTALLATION. FLOOR PLAN NOTES 1 . NATURAL VENTILATION. I CERTIFY THAT THIS HOME IS DESIGNED TO COMPLY WITH THE NATURAL VENTILATION REQUIREMENTS OF SECTION 402 OF THE FLORIDA BUILDING CODE, MECHANICAL. 2. SAFETY GLAZING. ALL GLAZING IN SLIDING AND SWINGING DOORS, INCLUDING SHOWER AND TUB ENCLOSURES, TO BE SAFETY GLAZED AS PER FBC 2406.4 & R308.4. ALL GLAZING IN ANY HAZARDOUS LOCATION OF A BUILDING WITH SILL LESS THAN 60" A.F.F. SHALL BE SAFETY GLAZED AS PER FBC 2406.4 (5) & R308.4 (2) ALL GLAZING WITHIN 24" OF AND PARALLEL TO A DOOR SHALL BE TEMPERED. 3. FIRE BLOCKING. PROVIDE FIRE BLOCKING AT ALL CONCEALED SPACES. 4. SHUTTERS. STORM SHUTTERS WITH AN ACCEPTED PRODUCT APPROVAL SHALL BE PROVIDED AT ALL OPENINGS EXCEPT THOSE PROTECTED BY APPROVED IMPACT RESISTANT DOORS AND WINDOWS. 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, AND MIN. NET AREA OF 5.7 S.F. FOR 2ND FLOOR WINDOWS AND 5.0 S.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" O.C. 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. 9. GARAGE SEPARATION FROM DWELLING UNIT. GARAGE SHALL BE SEPARATED FROM THE DWELLING UNIT AND IT'S ATTIC AREA BY MEANS OF A MINIMUM 1 /2" GYPSUM BOARD APPLIED TO THE 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. 1 1 . 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 AS 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 OR 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 3'-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 UNDAMAGED AND CONFORM 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 2500 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, PLACED 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 & DIRECTION 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 @ 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 ABV AFF AFI ALUM AHU BF BP BLK BRKFST BLK'G BM BRIG BTM CAB CER CJ CL CLG CLO CLR CMU COL CONIC CONN CSMT CTR DBL DF DIA DSP DP DR DW EA EE EJ ELEC EMER EQ ES ESP EW EXT EXST EXP FBC FDN FF FLUOR FO FR FRDR FRM FRM'G FT FURR GT GA GALV GFI GL GND GYP GYP BD HB HC HT HORZ HIM H PS HR H VAC HVHZ ID INSUL INT LAM LAV LG LIN LGT LT MAX MC MECH MRH MTL MFR MW MIN MIR MO MONO OBSC CC ANCHOR BOLT ABOVE ABOVE FINISHED FLOOR ARC FAULT INTERRUPT ALUMINUM AIR HANDLER UNIT BI-FOLD BI-PASS BLOCK BREAKFAST BLOCKING BEAM BEARING BOTTOM CABINET CERAMIC CONTROL JOINT CENTER LINE CEILING CLOSET CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECTION CASEMENT CENTER DOUBLE DRINKING FOUNTAIN DIAMETER, ALSO 0 DISPOSAL DESIGN PRESSURE DOOR DISHWASHER EACH EACH END EXPANSION JOINT ELECTRIC EMERGENCY EQUAL OR EQUIVALENT EACH SIDE ELECTROSTATIC PAINT EACH WAY EXTERIOR EXISTING EXPANSION FLORIDA BUILDING CODE FOUNDATION FINISHED FLOOR FLOURESCENT FLOOR OUTLET FIRE RATED FRENCH DOOR FRAME FRAMING FOOT, FEET FURRING GIRDER TRUSS GAUGE GALVANIZED GROUND FAULT INTERRUPT GLASS GROUND GYPSUM GYSPUM WALL BOARD HOSE BIB HOLOW CORE HEIGHT HORIZONTAL HOLLOW METAL HOOPS HOUR HEAT VENT. & AIR COND. HIGH VELOCITY HURRICANE ZONE INSIDE DIMENSION INSULATION INTERIOR LAMINATE LAVATORY LONG LINEN LIGHT LAUNDRY TUB MAXIMUM MEDICINE CABINET MECHANICAL MEAN ROOF HEIGHT METAL MANUFACTURER MICROWAVE MINIMUM MIRROR MASONRY OPENING MONOLITHIC OBSCURE ON CENTER ABBREVIATIONS (CONTINUED); OHD OPP OS PLF PSF PSI PT PWIN PH PKT PLYWD PNL R REF REINF REQ'D REQ'M RM RO SC SCHED SGD SF SH SHF SHWR SPEC SMS SQ SS ST STD STL SW SYM TMP'D TB TBM THK T&G TOB TOBB TOPL TOTB TPH TYP UNO UL VERT VIF WA W/ WC WD WH WM WP WPH WSCT WT OVER HEAD DOOR OPPOSITE OUTSIDE DIMENSION POUNDS PER LINEAR FOOT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED PARTITION PHONE POCKET PLYWOOD PANEL RADIUS REFERENCE REINFORCING REQUIRED REQUIREMENT ROOM ROUGH OPENING SOLID CORE SCHEDULE SLIDING GLASS DOOR SQUARE FOOT SINGLE HUNG SHELF SHOWER SPECIFICATION(S) SHEET METAL SCREW SQUARE STAINLESS STEEL STIRRUPS STANDARD STEEL SWITCH SYMMETRICAL TEMPERED THROUGH BOLT TIE BEAM THICK TONGUE & GROOVE TOP OF BEAM TOP OF BOND BEAM TOP OF WOOD PLATE TOP OF TIE BEAM TOILET PAPER HOLDER TYPICAL UNLESS OTHERWISE NOTED UNDERWRITERS LABORATORIES VERTICAL VERIFY IN FIELD WEDGE ANCHORS WITH WATER CLOSET WOOD ELECTRIC WATER HEATER WASHING MACHINE WATERPROOF WALL PHONE WAINSCOT WEIGHT KEITH EVANS 5301 LAKEWOOD RD DULUTH, MN 55804 2 WHOLE HOUSE ENGINEERING 4451 ST. LUCIE BLVD, SUITE 201 FORT PIERCE, FL 34946 CONTACT: 772.409.1003 ENGINEERING@ W HENGINEERING. NET COPMGHT©2016 WHOLE HOUSE ENGINEERING, LLC. DRAWING NOTICE: 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. WARNING: 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 SPECIFICATIONS. ENGINEER'S SIGNATURE & SEAL: RAMA P. KRISTAM, P.E. FL #88906 \\RANA V N SF * No.88906 STATE OF REVISIONS LIST PERMIT SET 11 1 /19/201MLI - PROJECT INFORMATION: 10120 3003 AVE T 3003 AVENUE T FORT PIERCE FL, 34946 DRAWN BY: RB CHECKED BY: RAMA P. KRISTAM, P.E. SHEET TITLE: GENERAL NOTES & ABBREVIATIONS SHEET NO.: GN-1.0 00 A 2'4' 13-0" �o +32.8 o -35.7 +32.1 BEDROOM 2 -34.9 MASTER _ BEDROOM 0 ❑A 3'-7" o (V +32.8 J,( °� - -35.7 �v a c N ® N COD BATH 1 LO BEDROOM 3 X 24" MIN CLEAR BATH 2 X ❑A WASHER / DRYER 22"x30" - ATTIC ACCE S +33.5 � CD0 -36.3 ° \ O5 CONDENSING © UNIT AHU LAUNDRY N WH 0 +31.8 © -34.6 LIVING ROOM 0 +31.4 -34.2 0 13'-72 ' 2'-1 12" 2'-6 ' T-7 ' +33.5 -36.3 o chly a I �n KITCHEN 0 0 METER O O 0 +32.1 lO +31.8 F_ 34.9 34.6 II I 0 0 °° O5 +33.5 36.3 12'-9" NOTE: 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS. ANY SIGNIFICANT DEVIATION FROM PLANS SHALL BE COMMUNICATED TO FOR BEFORE COMMENCEMENT. 13-3 ' PROPOSED FLOOR PLAN 3/811 = 1 1-011 0 N DESIGN PRESSURES EXTERIOR DOOR & WINDOW SCHEDULE M.O. (WIDTH X HT.) PRODUCT RATED PRODUCT APPROVAL OPENING DESIGN PRESSURES EXPIRATION (FT -INCHES) NUMBER DESIGN SYM. ITEM LOCATION PRESSURES POS. NEG. 0 3068 DOOR SEE PLAN 38" x 80" SEE PLAN +80 -80 FL1 1136.2 - 0 4044 SH WINDOW SEE PLAN 54-1 /2" X 50-3/4" SEE PLAN +60 -60 FLl 1120.1 - 0 3060 SH WINDOW SEE PLAN 75-1/2" X 38-1/2" SEE PLAN +60 -60 FL11120.1 - ® 4030 SH WINDOW SEE PLAN 38" X 50-3/4" SEE PLAN +60 -60 FL1 1120.1 - 0 23 SH WINDOW SEE PLAN 38" X 38-1/2" SEE PLAN +60 -60 FL1 1120.1 - NOTE: 1. ALL WINDOWS TO BE IMPACT RESISTANT. INTERIOR DOOR SCHEDULE # SIZE DESCRIPTION REMARKS 2868 6 - PANEL HOLLOW -CORE ® 4068 4' - 0" X 6'- 8" BIFOLD © 2068 6-PANEL BIFOLD FIBERGLASS/ASPHALT DIMENSIONAL SHINGLES SECURED W/ (6) 1" ROOF NAILS PER TAB SHEET INSTALL OVER ONE LAYER OF 30# ROOF FELT PAPER W/ MIN. 6" LAP TIN TAGGED @ 12" O.C. INSTALL ALL ROOF PRODUCTS PER THEIR MFG'R SPECS AND THE NOA. APA RATED 40/20 - 19/32" EXPOSURE 1, EXTERIOR GRADE PLYWD. SHT'G, NAIL W/ 8d RING SHANK NAILS (.131 x 2\" NAILS) 6" O.C. ALL MEMBERS. WITHIN 5-0" OF ROOF EDGES NAIL PLYWOOD W/ 8d RING SHANK NAILS 4" O.C., ALL MEMBERS INCLUDING FACIA. GALV. STL. STRAP AT EA. TRUSS (SEE ANCHORING SCHEDULE) 26ga. GALV. MTL. DRIP EDGE P.T. 1 x 2 8'-0" T.O.B. FOR TRUSS BRIG. HEIGHT 2X_ SP FASCIA. ATTACH W/ (2) GALV 16d EACH TRUSS. VENTED ALUM. SOFFIT. PER MANUFACTURER DETAILS. MOISTURE BARRIER (METAL SEAT OR FELT PAPER) STUCCO FINISH EXISTING 8" CONCRETE BLOCK WALL FINISH FLOOR LINE I- - 4°(TYP.) 12 4P P,-,P,-p e d .4. 4. d d 4 i TYPICAL WALL SECTION SQUARE FOOTAGE LIVING: 988 S.F. FRONT PORCH: 73 S.F. TOTAL: 1,061 S.F. VOLUME UNDER AIR: 7,904 CU. FT. 1/2 II = 1 1-011 R-30 BATT OR BLOWN INSULATION 1 /2" SAG RESISTANT DRYWALL P.T. Ix2 FIRESTOP MIN. R-4 INSULATION 1 /2" GYP. BOARD ON P.T. 1 x 2 FURRING STRIPS @ 24" O.C. (16" O.C. IN MOISTURE RESISTANT GYP. BOARD AREAS) EXISTING 16" X 16" FOUNDATION. V.I.F. ATTIC VENTILATION TOTAL FREE VENT ACTUAL ATTIC REQUIRED AREA TOTAL (AREA/300) SQ. FT SQ. IN. SQ. FT. SQ. IN. 1,313 189,072 4.38 631 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/16.0) SQ. FT. SQ. IN. LIN. FT. SQ. FT. SQ. IN. LIN. FT. 2.19 315.5 29 2.19 315.5 48 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: VENTED LOMANCO LOR-30 11 SQ. ALUM. SOFFIT >5 SQ. IN. PER IN. PER FT. FOOT. LENGTH OF RIDGE VENT LENGTH OF VENTED SOFFIT REQ. = 29 FT. REQ. = 48 FT. PREPARED FOR: KEITH EVANS 5301 LAKEWOOD RD DULUTH, MN 55804 Qi WHOLE HOUSE ENGINEERING 4451 ST. LUCIE BLVD, SUITE 201 FORT PIERCE, FL 34946 CONTACT: 772.409.1003 ENGINEERING@ W HENGINEERING. NET COPYMGHT©2016 WHOLE HOUSE ENGINEERING, LLC. DRAWING NOTICE: 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. WARNING: 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 SPECIFICATIONS. ENGINEER'S SIGNATURE & SEAL: RAMA P. KRISTAM, P.E. FL #88906 R?NA.t/ �`�`. •��CENSF. `S'J.�%% * No. 88906 STATE OF %SS/ON AL ����`�� /10 11111111111�0 REVISIONS LIST PERMIT SET 11 1 /19/201MLI - PROJECT INFORMATION: 10120 3003 AVE T 3003 AVENUE T FORT PIERCE FL, 34946 CHECKED BY: RAMA P. KRISTAM, P.E. SHEET TITLE: FLOOR PLAN SHEET NO.: A-1.0 PREPARED FOR: 0 0 0 FRONT ELEVATION -2.0 3/811 = 11-011 0 (--2 RIGHT ELEVATION -2.0 3/8„ _ 11-011 JCCO FINISH 0 0 SHINGLE ROOF KEITH EVANS 5301 LAKEWOOD RD DULUTH, MN 55804 REGENCTimrNi\r� Property Restoration.,1,DMA 2 WHOLE HOUSE ENGINEERING 4451 ST. LUCIE BLVD, SUITE 201 FORT PIERCE, FL 34946 CONTACT: 772.409.1003 ENGINEERING@ W HENGINEERING. NET COPMGHT©2016 WHOLE HOUSE ENGINEERING, LLC. DRAWING NOTICE: 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. WARNING: 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 SPECIFICATIONS. ENGINEER'S SIGNATURE & SEAL: RAMA P. KRISTAM, P.E. FL #88906 \�`��.Q'.•��C E NSF• /sue/�'; * No.88906 STATE OF S/O � '//l/111111111\\\\\ REVISIONS LIST PERMIT SET I1 1 /19 PROJECT INFORMATION: 10120 3003 AVE T 3003 AVENUE T FORT PIERCE FL, 34946 DRAWN BY: RB CHECKED BY: RAMA P. KRISTAM, P.E. SHEET TITLE: ELEVATIONS (--3--� LEFT ELEVATION -2.0 3/811 = 11-0if SHEET NO.: A-2.0 80" MAX. SPACING B/T FILLED CELLS REINFORCEMENT PLAN 3/8" = 1 '-011 PREPARED FOR: q KEITH EVANS .. d•. n a.'.. a•' .d . e; d a 5301 LAKEWOOD RD JA 00 80" O.C. MAX DULUTH, MN 55804 BETWEEN CELLS a SEE PLAN. e a i NOTE: EPDXY SHALL BE DRILL THROUGH TOP OF tl HILTI HIT-HY200 OR EQ. 8" BOND BEAM. INSERT #5 REBAR PER PLAN. GROUT ° CELLS SOLID. d EXTEND #5 REBAR 6' INTO FOOTING W/ EPDXY. 2 POST INSTALLED REINF. DETAIL -1.0 1/2 If = 1 '-01, PROD. APP. SYM. PRODUCT FBC PRODUCT APPROVAL OR MIAMI-DADE N.O.A. FBC PRODUCT APPROVAL OR N.O.A. NUMBER PRODUCT APPROVAL EXPIRATION DATE PA 1 JELD WEN SINGLE -HUNG WIN. MIAMI DADE NOA FL1 1120.1 - PA 2 JELD WEN SWING DOOR FBC FLl 1136.1 - PA3 GAF ROOFING FELT FBC FL10626-R12 - PA 4 GAF TIMBERLINE SHINGLES FBC 18-0123.07 04/22/2023 PA 5 LOMANCO LOR-30 RIDGE VENT MIAMI-DADE NOA 19-1217.03 09/04/2023 PA 6 AMERIMAX VENTED ALUM. SOFFIT FBC FL5896-R4 - STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE #2 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE #5) NOTE: WINDOW FRAME SHOULD BE COMPLETELY SEATED ON THE BUCK. IN NO INSTANCE SHALL THE FRAME OVERHANG THE BUCK. FILLED CELL AT JAMB BLOCK (TYP.) 1 X3 P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. SEE WATERPROOFING NOTE #6 ANCHOR 1X3 P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE #4 AND ANCHORED TO MASONRY W/ 1 - 1 /2" CASE HARDENED COIL NAILS @ 8" O.C. MAX.(4" MAX FROM ENDS) (STAGGERED) ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURER'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. TYP. WINDOW BUCK DETAIL 1-1/2 If = 1'-0" STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) 1X6 P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE #4 AND ANCHORED TO MASONRY W/ 1 - 1 /2" CASE HARDENED COIL NAILS @ 8" O.C. MAX. (4" MAX FROM ENDS) (STAGGERED) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE #2 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE #5) WATERPROOFING NOTES: 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 24" MINIMUM IN EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 4. PROVIDE PAN FLASHING AT SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT. 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 6. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. FILLED CELL AT JAMB BLOCK (TYP.) 1X3 P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. WOOD TRIM SEE WATERPROOFING NOTE #6 ANCHOR DOOR JAMB HEADER THROUGH FRAME AND BUCK TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURER'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS (MIN. 1.25" EMBEDMENT) TYP. DOOR BUCK DETAIL 1-1/2 If = 1'-0" a WHOLE HOUSE ENGINEERING 4451 ST. LUCIE BLVD, SUITE 201 FORT PIERCE, FL 34946 CONTACT: 772.409.1003 ENGINEERING@ W HENGINEERING. NET COPYMGHT©2016 WHOLE HOUSE ENGINEERING, LLC. DRAWING NOTICE: 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. WARNING: 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 SPECIFICATIONS. ENGINEER'S SIGNATURE & SEAL: RAMA P. KRISTAM, P.E. FL #88906 R?NA.V •��CENSF. * No. 88906 STATE OF %SS/ON REVISIONS LIST PERMIT SET 11 1 /19/2O1MLI - PROJECT INFORMATION: 10120 3003 AVE T 3003 AVENUE T FORT PIERCE FL, 34946 CHECKED BY: RAMA P. KRISTAM, P.E. SHEET TITLE: REINFORCEMENT PLAN NOTE: 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITONS. ANY SIGNIFICANT DEVIATION FROM PLANS SHALL BE COMMUNICATED TO FOR BEFORE COMMENCEMENT. SHEET NO.: S-1.0 PREPARED FOR: KEITH EVANS 1X4 HEM -FIR OR SP STUD GRADE DIAGONAL BRACING ON TOP OF BOTTOM CHORD TO RESTRAIN LATERAL BRACING. DIAGONALS TO BE INSTALLED AT 20' - 0" O.C. MAX AND NAILED W/ (2) - 8d NAILS EACH TRUSS. Lu w Ln V) U :::) O U O� O 22''x30" ATTIC ACCESS 1 X4 HEM -FIR OR SPF STUD GRADE CONTINUOUS LATERAL BRACING INSTALLED ON TOP OF BOTTOM CHORD @ 10' - 0" O.C. MAX., AND NAILED W/ (2) 8d NAILS EACH TRUSS (TYP). RIDGE VENT 5 -2.0 1wl NOTE: 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITONS. ANY SIGNIFICANT DEVIATION FROM PLANS SHALL BE COMMUNICATED TO FOR BEFORE COMMENCEMENT. 2. SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MAY BE REQUIRED. 3. "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT. EXTENDS OVER AT LEAST 90% OF THE WEB. 4. ALL SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND THE COMMENCEMENT OF THE WORK. __u i ROOF FRAMING PLAN 3/811 = 1 1-011 PROVIDE MOISTURE BARRIER TYPICAL ROOF MEMBER (4) - 1 /4" X 2-1/4" HEX -HEAD TAPCON ° ' : MASONRY ANCHOR n ° o ° a d ° CONCRETE FILLED . d ° CMU OR TIE BEAM CONNECTOR PER SCHEDULE ° (--�2 RETROFIT TRUSS CONNECTOR VENTED SOFFIT S-2.0 N.T.S. OVERLAP TRUSS BRACING AT LEAST ONE TRUSS SPACE W/ (2) ` 8d NAILS PER JOINTV .. BRACING OVERLAP DETAIL -2.Oj N.T.S. COMPRESSION WEB OR SLOPING VERTICAL CONTINUOUS PERMANENT LATERAL BRACING PERMANENT DIAGONAL BRACE NAILED TO OPPOSITE SIDE OF WEB PREVENTS LATERAL MOVEMENT AND SHOULD BE REPEATED AT APPROX. 20 FOOT INTERVALS. V LILII VV 4-� WEB BRACING DETAIL -2.0/ N.T.S. WALL AND ROOF SHEATHING PER SHEATHING SCHEDULE. 2X4 SYP BLOCKING BETWEEN TRUSSES @ 48" O.C. MAX ROOF SHEATHING SCHEDULE ZONE ITEM 1 NAILS AT 6" O.0 PERIMETER AT 6"O.0 FIELD 2 NAILS AT 6" O.0 PERIMETER AT 6"O.0 FIELD 3 NAILS AT 4" O.0 PERIMETER AT 6"O.0 FIELD 5301 LAKEWOOD RD DULUTH, MN 55804 a WHOLE HOUSE ENGINEERING 4451 ST. LUCIE BLVD, SUITE 201 FORT PIERCE, FL 34946 CONTACT: 772.409.1003 ENGINEERING@ W HENGINEERING. NET COPYMGHT©2016 WHOLE HOUSE ENGINEERING, LLC. DRAWING NOTICE: 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. WARNING: 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 SPECIFICATIONS. ENGINEER'S SIGNATURE & SEAL: RAMA P. KRISTAM, P.E. FL # 88906 •��CENSF' Q : •. 9 * No. 88906 USE STAINLESS STEEL OR TRIPLE ZINC CONNECTORS FOR PRESSURE ACTUAL UPLIFT 400# TREATED LUMBER (NON CCA BASED) FOR CORROSIVE % -o '• STATE OF ; � ••• :•'��\ PROTECTION, AND FOLLOW RECOMMENDATIONS OF THE REQUIRED 1 0, ' F4 OR 1D P '' ���•: ' PRESERVATIVE WOOD TREATER FOR USE OF CONNECTORS IN ANCHOR CONTACT WITH THEIR BRAND OF TREATED WOOD PRODUCTS. ,/��''FSS/ONAL��G����\ TRUSS CONNECTOR SCHEDULE CONNECTION CONNECTION ALLOWABLE MARK TYPE REF. NO. TO STUCTURE TO TRUSS UPLIFT Ol TO CONC. MTSM16 (4) 1 /4" X 2-1/4" (7) 0.148" X 1 2' 830 LB TAPCONS TAPCONS WALL AND ROOF SHEATHING REVISIONS LIST PERMIT SET 11 1 /19/201ML1 - PROJECT INFORMATION: 10120 3003 AVE T 2X4 SYP BLOCKING 2X4 SYP L BRACE FOR FASTEN TO EA. TRUSS W/ (3) - g 3003 AVENUE T BETWEEN TRUSSES @ 48" FASTEN (1) SIMPS HGA10 BRACE GABLES 3'-0" TO 5'-11"TALL. 12d NAILS EA. END. O.C. MAX FASTEN TO EA. CONNECTOR FR DIAGONAL ATTACH L BRACE W/ 12d NAILS @ 4" O.C. FORT PIERCE FL, 34946 TRUSS W/ (3) - 12d NAILS ACE TO BLOCKT LATE 2X4 SYP L BRACE FOR EA. END. GABLES 3'-0" TO 5'-11"TALL. ATTACH L BRACE W/ 12d NAILS @ 4" O.C. DRAWN BY: GABLE TRUSS GABLE TRUSS RB CONT. 2X4 SYP SPANNING ATTACH GABLE END TRUSS TO CONT. 2X4 SYP SPANNING (3) ATTACH GABLE END TRUSS TO TO PLATE W/ A34 CLIPS @ CHECKED BY: (3) TRUSS BAYS (8' - 0") NAILED W/ (3) - 12d TO PLATE W/ A34 CLIPS @ 12" O.C. TRUSS BAYS (8' - 0") NAILED W/ O.C. RAMA P. KRISTAM, P.E. CHORD (3) - 12d TO CHORD SHEET TITLE: ® + + ® ROOF FRAMING PLAN 1 /2" X 8" TITEN HD ANCHOR BOLT AT 48" O.C. MIN. 2x6 P.T. PLATE 3 BAYS MASONRY WALL �GABLE END BRACING DET. -2.0 N.T.S. 6' -2.0. (1) SIMPSON HGA10 CONNECTOR FROM NALBRACETO /PLATE 3 BAYS ALT. GABLE END BRACING N.T.S. SHEET NO.: S-2.0 PREPARED FOR: GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND NATIONAL ELECTRICAL 13. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL BE NEMA TYPE 3R. CODES. 14. ALL CONDUCTORS ARE TO BE COPPER, TYPE THHN, UNLESS NOTED OTHERWISE. 2. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN, RISER DIAGRAM, AND LOADS, AND NOTIFY THE GENERAL CONTRACTOR OF ANY ERRORS OR DESCREPANCIES PRIOR TO 15. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE. INSTALLATION. 16. RECEPTACLES SHALL BE 15A AND 120V OF THE GROUND TYPE. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES TO MAKE CERTAIN THAT ALL AIR-CONDITIONING POWER AND CONTROL WIRING AND CONDUITS ARE IN THE BID. I LIGHTING FIXTURES SHALL BE SELECTED BY THE OWNER. 50% OF THE LAMPS SHALL BE HIGH EFFICACY TYPE. 4. THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE SERVICE AND TELEPHONE WIRING. COORDINATE WITH THE TELEPHONE COMPANY UNLESS OTHERWISE SPECIFIED. 18. ALL DEVICES SHALL BE SMOOTH TYPE, WHITE COLOR, UNLESS OTHERWISE SPECIFIED. \ 5. ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIREMENTS WITH THE POWER BEDROOM 2 I COMPANY BEFORE BIDDING TO BE CERTAIN THAT ALL WORK NECESSARY TO MEET POWER I COMPANY SPECIFICATIONS IS IN THE BID. 6. THE ELECTRICAL CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITS; A MAXIMUM VOLTAGE DROP OF 3% IS PERMITTED. 20 I BEDROOM 1 I 7. SMOKE DETECTORS SHALL BE DIRECT WIRED 120V U.L. 217 APPROVED TYPE WITH AUDIBLE ALARM / INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND LISTING. I / CARBON MONOXIDE DETECTOR(S) TO COMPLY W/ UL #2034-96. \ I I 8. ALL APPLIANCE / ELECTRICAL EQUIPMENT WILL BE PROTECTED AT NAME PLATE RATING AS PER FAN/ \\ I / __--- NEC 110.3 & 110.21. 21 LIGHT 9. ALL ELECTRICAL CIRCUITS THAT SUPPLY THE FAMILY ROOM, DINING ROOM, LIVING ROOM, STUDY, FAN/ HALLWAYS, BEDROOMS, CLOSETS, AND FOYER SHALL BE ARC -FAULT PROTECTED. / LIGHT 10. ALL 125 VOLT 15 & 20 AMP RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE TAMPER / RESISTANT AS PER NEC 406.11. I 4-Ai 11. INTERSYSTEM BONDING REQUIRED AND SHALL COMPLY WITH SECTION 250.94, 2008 NEC. .5L. 12. GARAGE DOOR OPENER TO BE GFI PROTECTED. 3 \ I CD \ I � I *FAN/ /GFI 0 p� I/ I BATH 1 X BEDROOM 3 \ LIGHT/ \ EXHAUST X \ WASHER / DRYER / BAT 2 \ CONDENSING nl UNIT 3 GFI LAUNDRY l <:7FAU W H / LIVING ROOM REF. uu \ I I \ *FAN/ II I \\ GFI \ \ KITCHEN \ I 72" FOR \ MICROWAVE I F WP GFI A METER / 18'' FOR o GARBAGE RANGE -- 3 DISPOSAL :- PANEL "A" �_� 200A MLO 120/240V GFI DW O d GFI GFI WID o 0 GFI WP GFI (--�j ELECTRICAL PLAN T � �-o 3/8 If= 1 1-0 11 NOTE: 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITONS. ANY SIGNIFICANT DEVIATION FROM PLANS SHALL BE COMMUNICATED TO FOR BEFORE COMMENCEMENT. 3 19. ALL 120V 1-PHASE 15A AND 20A BATHROOM, AND EXTERIOR RECEPTACLES SHALL HAVE GROUND FAULT INTERRUPTER (GFI) PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF TYPE. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (GFI) IN LIEU OF (GFI) BREAKER WITH SEPARATE CIRCUIT. ARC -FAULT CIRCUIT INTERRUPTER PROTECTION: ALL 120V, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED OR DEVICES IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUN ROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY ANY OF THE MEANS DESCRIBED IN THE NEC 2011 210.12 (A)(1) THROUGH (6) INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED: 46" TO CENTER WALL HUNG TELEPHONE. 18" TO CENTER TELEPHONE JACKS. 46" TO CENTER OF LIGHT SWITCHES. 16" TO CENTER OF RECEPTACLES. 46" TO CENTER KITCHEN RECEPTACLES OVER COUNTERS. 46" TO CENTER BATH RECEPTACLES. 16" TO CENTER TELEVISION JACKS. 22. BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED ROMEX. 23. ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL CONTRACTOR. 24. EXHAUST FANS IN BATHROOMS (IF USED) SHALL BE RATED AT 1 CFM/SF OF VENTILATED FLOOR AREA. ELECTRICAL KEY SYMB. DESCRIPTION SINGLE POLE SWITCH 3 THREE WAY SWITCH @ PUSH BUTTON SWITCH DUPLEX RECEPTACLE DUPLEX RECEPTACLE - ONE W/ SWITCH 220V OUTLET LIGHT FIXTURE 0 RECESSED LIGHT FIXTURE WALL MOUNT LIGHT FIXTURE PULL CHAIN LIGHT FLOURESCENT LIGHT FIXTURE FLOUPFSUNT ®FAN/LT EXHUAST FAN/LIGHT COMBO QB FAN/LT coNBo CEILING FAN/LIGHT COMBO DISCONNECT SWITCH SMOKE DETECTOR :C COMBINATION SMOKE/CARBON MON. DETECTOR GFI GROUND FAULT PROTECTION WP WEATHERPROOF DW DISHWASHER R RANGE B.C. BELOW COUNTER D DRYER FUEL GAS W/ SHUTOFF VALVE 40 CIRCUIT PANEL "A" 120/240 VOLT 200A SINGLE PHASE DESCRIPTION EST. LOAD WATTS BRK/POLE SP WIRE SIZE WIRE SIZE SP BRK/POLE EST. LOAD WATTS DESCRIPTION AHU 6,000 60-2P 1 #6 # 10 2 30-2P 5,000 DRYER 3 4 CU 4,000 40-2P 5 #8 #12 6 20-2P 2,000 WELL PUMP 7 8 RANGE 8,000 50-2P 9 #6 #12 10 20-1P 1,500 WASHER 11 #12 12 20-1 P AREA MASTER BEDROOM WATER HEATER 4,500 30-2P 13 #10 #12 14 20-1 P AREA MASTER BATH 15 #12 16 20-1 P AREA BEDROOM 2 DISHWASHER 2,000 20-1 P 17 #12 #12 18 20-1 P AREA BEDROOM 3 GARBAGE DISPOSAL 1,000 20-1 P 19 #12 #12 20 20-1 P AREA BATH 1 REFRIGERATOR 3,000 20-1 P 21 #12 #12 22 20-1 P AREA KITCHEN LIGHTS MICROWAVE 1,500 20-1 P 23 #12 #12 24 20-1 P AREA LIVING ROOM RANGE HOOD 1,500 20-1 P 25 #12 #12 26 20-1 P 1,500 EXT. LIGHTS SMALL KITCHEN APPLIANCES 1 1,500 20-1 P 27 #12 # 10 28 30-1 P 2,500 RV HOOKUP SMALL KITCHEN APPLIANCES 2 1,500 20-1P 29 #12 30 20-1P AREA SPARE SPARE AREA 20-1 P 31 32 33 34 35 36 37 38 39 40 TOTAL ESTIMATED LOAD 24,500 (LESS A/C OR HEAT) + 12,500 = 37,000 WATTS AREA LOAD (1,687 SQ FT * 3 WATTS/ SQ FT) 2,964 FIRST 10,000 WATTS @ 100% 10,000 REMAINING WATTS @ 40% 11,786 A/C OR HEAT @ 100% 10,000 = 31,786 WATTS / 240 VOLTS = 132 AMPS KEITH EVANS 5301 LAKEWOOD RD DULUTH, MN 55804 a WHOLE HOUSE ENGINEERING 4451 ST. LUCIE BLVD, SUITE 201 FORT PIERCE, FL 34946 CONTACT: 772.409.1003 ENGINEERING@ W HENGINEERING. NET COPYMGHT©2016 WHOLE HOUSE ENGINEERING, LLC. DRAWING NOTICE: 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. WARNING: 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 SPECIFICATIONS. ENGINEER'S SIGNATURE & SEAL: RAMA P. KRISTAM, P.E. FL #88906 R?NA. . PQ .. .. �`�`. •��CENSF. `S'J.�%% * No. 88906 STATE OF %SS/ON AO���`�� REVISIONS LIST PERMIT SET 11 1 /19/201ML1 - PROJECT INFORMATION: 10120 3003 AVE T 3003 AVENUE T FORT PIERCE FL, 34946 CHECKED BY: RAMA P. KRISTAM, P.E. SHEET TITLE: ELECTRICAL PLAN SHEET NO.: E-1.0 PREPARED FOR: KEITH EVANS 5301 LAKEWOOD RD PLUMBING PLAN P-1.0 3/8„ = 11-011 TO SEPTIC (--2 RISER DIAGRAM T--l.0 3/8„ = 11-011 DULUTH, MN 55804 a WHOLE HOUSE ENGINEERING 4451 ST. LUCIE BLVD, SUITE 201 FORT PIERCE, FL 34946 CONTACT: 772.409.1003 ENGINEERING@ W HENGINEERING. NET COPYMGHT©2016 WHOLE HOUSE ENGINEERING, LLC. DRAWING NOTICE: 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. WARNING: 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 SPECIFICATIONS. ENGINEER'S SIGNATURE & SEAL: RAMA P. KRISTAM, P.E. FL # 88906 \?NA.V •��CENSF. Q : •. 9 * No. 88906 STATE OF WC %, /s/0N0\\\\'� REVISIONS LIST PERMIT SET 11 1 /19/201ML1 - PROJECT INFORMATION: 10120 3003 AVE T 3003 AVENUE T FORT PIERCE FL, 34946 CHECKED BY: RAMA P. KRISTAM, P.E. SHEET TITLE: PLUMBING PLAN NOTE: 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITONS. ANY SIGNIFICANT DEVIATION FROM PLANS SHALL BE COMMUNICATED TO FOR BEFORE COMMENCEMENT. 2. SANITARY DRAIN LINES TO BE VERIFIED IN FIELD. NEW VENTS REQUIRED. SHEET NO.: P-1.0