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HomeMy WebLinkAbout4614 Wisteria DrL i I I- l' I' I -j- 1' 1+111! u 'I'i III--1- ENGINEER'S NOTES: 1, DESIGN WIND SPEED; 140 MPHult / 110 MPHasd , 3 sec gust PER ATC HAZARDS BY L❑CATI❑N 2, RISK CATEGORY PER FBC 2020 7TH EDITI❑N Table 1604,5 1 II 3. EXPOSURE CATEGORY = 'B' 4, INTERNAL PRESSURE C❑EFFICIENT = +/- 0.18 (ENCLOSED BLDG) 5, COMPONENTS & CLADDING DESIGN PRESSURES PER ASCE 7-16; FIGURE 30,4-1 WITH LAMDA FACTOR = 0.82 HIP ROOF ROOF ZONE 1 (20)SF; +12/-21 psf ROOF ZONE 2e (10)SF: +13/-32 psf ROOF ZONE 2r (10)SF; +13/-32 psf ROOF ZONE 3 (10)SFi +13/-32 psf WALL ZONE 4 (20)SF; +18/-20 psf WALL ZONE 5 (20)SF: +18/-24 psf 6, ROOF LIVE LOAD: 20 psf ROOF DEAL L❑ADi 15 psf GENERAL NOTES C❑NSTRUCTI❑N TYPE: 5-B ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-16, ASCE 5/TMS 402-16 & ACI 530,1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, ASTM C270-12a, C90-0610 & C91-05 SPECIFICATI❑NS FOR MASONRY STRUCTURES NATI❑NAL DESIGN SPECIFICATI❑NS (NDS) FOR WOOD C❑NSTRUCTION, 2015 EDITI❑N, AND ALL ACCOMPANYING SUPPLEMENTS, ASCE 7-16 FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7th ed, (2020) "MANUAL OF STEEL C❑NSTRUCTI❑N, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL C❑NSTRUCTI❑N, (AISC) 13TH EDITION, "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14, DESIGN ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATI❑NS FOR MASONRY STRUCTURES, ASTM C270-12a, C90-0610 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD C❑NSTRUCTI❑N, 2015 EDITION, AND ALL ACC❑MPANYING SUPPLEMENTS, PLYWOOD DESIGN SPECIFICATIONS (APA) FLORIDA BUILDING CODE (FBC) 7th ed, (2020) AND FLORIDA BUILDING CODE 7th ed, RESIDENTIAL (FBCR) ASCE 7-16 THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE INTERACTION OF VARI❑US CONNECTED COMPONENTS, PR❑VIDE ADEQUATE BRACING, SH❑RING AND ANY OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE WORK, ALL WINDOWS AND DOORS SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS TO RESIST THE WIND LOADS INDICATED AND TO MEET OTHER CODE REQUIREMENTS FOR AIR AND WATER INTRUSION, FOR BUILD-UP DOORS) WINDOWS OR ACCESSORIES PERMANENTLY ATTACHED THROUGH THE BODY OF THE MATERIAL BEING FASTENED USE #10 WOOD SCREWS PENETRATING INTO THE ROUGH FRAMING MENBER AT LEAST 2" @ 12" ON CENTER, OR MASONRY ATTACHMENTS USE 3/16" X 1" EMBEDMENT "TITAN" OR "TAPC❑N" HEX HEAD MASONRY ANCHORS @ 12" ON CENTER, WINDOW AND DOOR MANUFACTURERS TO PR❑VIDE CERTIFICATION/RATING THAT THEIR WINDOWS AND DOORS WILL WITHSTAND THE PRESSURE RESULTING FROM THE SPECIFIED DESIGN COMPONENTS AND CLADDING WIND PRESSURE AND PR❑VIDE INSTALLATION INFORMATION WITH THEIR PRODUCTS. CONTRACTOR TO INSTALL WINDOWS AND DOORS ACCORDING TO INSTRUCTIONS SUPPLIED BY MFGR AND HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTION FOR REVIEW BY THE BUILDING INSPECTOR, ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED PR❑VIDE TEMPERED GLAZING IN ACCORDANCE WITH FBC FOR GLAZED, SLIDING, FIXED AND SWING DOORS, ALSO SHOWER ENCLOSURES AND ALL GLAZING WITH 24" OF ALL DOORS, ALL GLAZING 9.0 SQ FT OR GREATER, OR LESS THAN 18" A,F,F, SHALL BE TEMPERED, (FBC R308,4) ALL EGRESS WINDOWS FROM SLEEPING ROOMS SHALL HAVE A MINIMUM CLEAR ❑PENING OF 5.7 SQ, FT, (MIN ❑PENING SIZES = 2'-0" X 1'-8 SILL @ 44" A.F,F, MAX) GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND COORDINATING ALL FIELD DIMENSIONS, CONTRACTOR IS TO VERIFY ANY STRUCTURAL OR CODE REQUIREMENTS PRIOR TO C❑NSTRUCTI❑N, AND TO BUILD ACCORDINGLY, CONTRACTOR TO VERIFY DIMENSIONING PRIOR TO C❑NSTRUCTI❑N AND TO NOTIFY OWNER & ENGINEER FOR ANY DIMENTI❑NAL CORRECTIONS PRIOR TO C❑NSTRUCTI❑N, NOTE: R314,2,2 ALTERATIONS, REPAIRS AND ADDITIONS, WHEN ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING DWELLINGS, THE INDIVIDUAL DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS, CONTRACTOR TO INSPECT AND INSURE THAT EXISTING HOUSE HAS SMOKE & CO DETECTORS AT EACH BEDROOM AND AND OUTSIDE BEDROOMS WITHIN 10 FEET OF SLEEPING AREAS TO BE IN COMPLIANCE N = -7 = 1 STRUCTURAL_ DESIGN REQUIRES ALL DOORS AND WINDOWS TO BE FLORIDA APPROVED AND RATED FOR INDICATED DESIGN PRESSURES AND SPECIFIC BRANDS TO BE DETERMINED BY ❑WNER AND C❑NTRACT❑R NOTE: DOOR AND WINDOW MANUFACTURER TO PROVIDE RATING CERTIFICATION FOR THEIR PRODUCTS INDICATING DOORS WILL WITHSTAND THE PRESSURES RESULTING FROM INDICATED WIND SPEED (3 SEC GUST) NOTE: DOOR AND WINDOW MANUFACTURER TO PROVIDE INSTALLATION INSTRUCTIONS FOR THEIR PRODUCT SUCH THAT WHEN INSTALLED PER THEIR INSTRUCTIONS THE RATED PERFORMANCE WILL BE ATTAINED, cu EXISTING STRUCTURE FLOOR PLAN E EXIST PEN ING 19m., 3-01 1 1­-7,-2„ 5' BF BEDROOM v- V-5 EXISTING ATTIC ACCESS M 0 STORAGE EX ----------------- 22.�I FRONT ELEVATION SCOPE OF WORKS REMOVE EXISTING GARAGE DOOR C\ ADD NEW BEDROOM AND STORAGE AREA J' FILL IN GARAGE DOER AREA AND ADD NEW , EGRESS WINDOW WITH 5' FRENCH DOOR _ AREA'S LIVING STORAGE TOTAL AREA EXISTING PANEL C � I 7R iN� F cir FO�TRIc G141c r✓�1I y pR �Es ��pc � 6� , t/Ak/Nc s 200 284 484 S.F. PARCEL: 15— 26— 21— 0160— 00000— 0400 D.W.SMITH,M.S.,P.E.#53608 BOWMAN PATRICIA FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 4 616 WISTERIA DR PROJECTS ENGINEERING CONSULTANT ZEPHYRHILLS, FLORIDA P909 C13 0N89 I VE—DAD CITY, tatHONN:(ELL)84692E-MAL: wsfflp@earhnkn ELEVATIONS SHEET OF FLOOR PLAN 1 OF 4 SCALE DATE JOB NO, DO NOT SCALE 1 JUN 2023 2023-0514 DESIGN/DRAWN CHECKED . rr, core R. GOLLHARDT D.W.S.PE NOTE: CONTRACTOR TO INSTALL DOORS AND WINDOWS ACCORDING TO MANUFACTURER'S INSTRUCTIONS, I hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition David W, Smith, P,E, #53608 RICK COLLHARDT — DRAFTSMAN PHOND (CELU 813-781-3651 E-MAILI rgollhardt@tarp INSTALLATION INSTRUCTIONS: INSTALL DOWEL PER SIMPS❑N STR❑NG—TIE INSTRUCTI❑NS FOR EP❑XY—TIE SET, 1, DRILL 3/4" DIA X 6' DEEP HOLE 2, CLEAN THE HOLE —REMOVE DUST FROM HOLE WITH ❑IL FREE COMPRESSED AIR, CLEAN WITH NYLON BRUSH AND BLOW OUT REMAINING DUST, 3. FILL HOLE HALF TO 2/3 FULL WITH SIMPS❑N—SET EPDXY STARTING FROM BOTTOM OF HOLE TO PREVENT AIR POCKETS WITHDRAW NOZZLE AS HOLE FILLS UP, 4, INSERT DOWEL, TURNING SLOWLY UNTIL DOWEL REACHES BOTTOM OF HOLE 5. ALLOW TO CURE 20 HRS FOR MAS, STRENGTH, EP❑XY—TIE SET EPDXY IS A TWO —COMPONENT, LOW ODOR, 1:1 RATI❑, 100% S❑LIDS EPDXY —BASED ADHESIVE FOR USE AS A HIGH STRENGTH, N❑N—SHRINK ANCHOR GR❑UTING MATERIAL, RESIN AND HARDENER ARE DISPENSED AND MIXED SIMULTANE❑USLY THROUGH THE MIXING NOZZLE, SET MEETS THE ASTM C-881 SPECIFICATI❑N FOR TYPE I, 11, IV AND V, GRADE 3, CLASS B AND C APPLICATI❑NS SURFACES TO RECEIVE EPDXY MUST BE CLEAN, FOR INSTALLATI❑NS IN OR THROUGH STANDING WATER, SEE ADHESIVE ANCHORS APPLICATI❑N GUIDELINES FOR DETAILS. THE BASE MATERIAL TEMPERTURE MUST BE 40° F OR ABOVE AT THE TIME OF INSTALLATI❑N, FOR BEST RESULTS, MATERIAL SHOULD BE 700 — 80° F AT THE TIME OF APPLICATI❑N, CARTRIDGES SHOULD NOT BE IMMERSED IN WATER TO FACILITATE WARMING, TO WARM COLD MATERIAL, THE CARTRIDGES SHOULD BE STORED IN A WARM, UNIF❑RMLY HEATED AREA, OR STORAGE C❑NTAINER FOR A SUFFICIENT TIME TO ALLOW EPDXY TO WARM COMPLETELY, MIXED MATERIAL IN NOZZLE CAN BE HARDEN IN 5-7 MINUTES AT A TEMPERATURE OF 40° F OR ABOVE, #5 OR #6 REBAR MIN EMBEDMENT 6' DOWELS @ ALL WIND❑W & DOOR LOCATI❑NS ALL OTHERS @ MIN 25' BOND DOWEL TO CONCRETE W/ SIMPS❑N SET EPDXY PER SIMPSON INSTRUCTI❑NS RATED 6200# TENSI❑N 3/4' DIA HOLE x 6' DEEP FOR INSTALLATION OF DOWEL In CLEAN HOLE AFTER DRILLING BLOW OUT DUST W/ ❑IL FREE COMPRESSED AIR DOWEL INSTALLATION DETAIL 2X4 T 3/4' T&G PLYWOOD F 2X4 PT FLOOR J 'I❑N MIN R-30 'SUM CEILING BOARD 'SUM WALL BOARD DS @ 16' ❑.C. ON MIN R-13 gCRETE SLAB INTERIOR NON- BEARING WALL NOTE. ® INDICATES 1-#5 REBAR IN FILLED CELL FR❑M EXISTING NEw EXISTING F❑❑TING TO LINTEL, LOCATED AT EACH SIDE VERTICAL REBAR VERTICAL REBAR VERTICAL REBAR [IF ALL WINDOWS AND DOOR OPENINGS 6' ❑,C, MAXIMUM SPACING. SEE DETAIL FOR L❑CATI❑NS PLAN VIEW EXISTING 8' CONCRETE BON] EXISTING 8' CONCRETE LIP EXISTING #5 VERTICAL REINF REBAR TYPICAL EACH END NEW ADDITI❑N WALLS TIED TO EXISTING WITH #5 REBAR IMBEDDED 8' INT❑ ❑RIGINAL AND 12' INT❑ NEW BLOCK WALL (EVERY OTHER C 111I ML-" Wr YLI\ 1 11 Ml_ 111_ ,Mll IN" 11�1 DRILL AND EPDXY TYICAL TOP AND BOTTOM MIN 25' OVERLAP BLOCK FILL IN DETAIL FLOOR JOIST PLAN EXISTING WOOD TRUSS EXISTING DRYWALL CEILING \-2X4 TOP PLATE 1/2' GYPSUM BOARD ATTACHED WITH 5d COOLER EXISTING 8' CONCRETE BLOCK WALL 2X4 STUDS @ 16' ❑.C,IGILUDED NAILS OR #8 DRYWALL SCREW EXISTING 8' CONCRETE BLOCK WALL MIN R-13 INSTLATI❑NAT 7' ❑,C. MAX Ilk STORAGE AREA SEE PFLOOR ❑ OISJOIST PLAN) /4' APA RATED FLOOR SHEATHING' 1. & NAILED 1'-9 DETAIL A - A D.W.SMITH,M.S.,P.E.#53608 FLORIDA PR❑FESSI❑NAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST❑N DRIVE—DADE CITY, FLORIDA 33525 PHOND (CELL)813-469-2289 E-MAIL: dwsflpe@earthlink,net BOWMAN PATRICIA 4616 WISTERIA DR ZEPHYRHILLS, FLORIDA DETAI LS SHEET OF I hereby certif y that I have reviewed this plan and f ound it to be in compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition David W, Smith, P.E. #53608 SCALE DO NOT SCALE RICK GOLLHARDT - DRAFTSMAN DESIGN/DRAWN PHONE: (CELL)813-781-3651 E-MAIL: r ollhardt@tarp aba , rr, core R. COLLHARDT DATE 1 JUN 2023 CHECKED D.W.S.PE 2 OF 4 2023-0514 I 1_ THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHER DISCIPLINES AND THE SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OF OTHER TRADES AS TO SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS, HOLES, AND OTHER ITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND OSHA REGULATIONS DURING WORK. THE ENGINEER WILL NOT ADVISE ON NOR ISSUE DIRECTION AS TO SAFETY PRECAUTIONS AND PROGRAMS. THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHODS OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN COMPLETED. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY, AND INSPECTION OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES AND SEQUENCES OF PROCEDURES TO PERFORM THE WORK. THE SUPERVISION OF THE WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION, WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO APPROVAL BY THE ENGINEER. LOADING APPLIES TO THE STRUCTURE DURING THE PROCESS OF CONSTRUCTION SHALL NOT EXCEED THE SAFE LOAD- CARRYING CAPACITY OF THE STRUCTURE MEMBERS. THE LIVE LOADING USED IN THE DESIGN OF THIS STRUCTURE ARE INDICATED IN THE "DESIGN CRITERIA NOTES". DO NOT APPLY ANY CONSTRUCTION LOADS UNTIL THE STRUCTURAL FRAMING IS PROPERLY CONNECTED TOGETHER AND UNTIL ALL TEMPORARY BRACING IS IN PLACE G/C. BUILDER TO SUBMIT SHOP DRAWINGS, IN NO CASE SHALL REPRODUCTION OF THE CONTRACT DRAWINGS BE USED AS SHOP DRAWINGS. AS A MINIMUM, SUBMIT THE FOLLOWING FOR REVIEW: A. CONCRETE MIX DESIGNS INCLUDING MASONRY GROUT. B. MASONRY CONSTRUCTION MATERIAL CERTIFICATES. C. MATERIAL TEST REPORTS FOR MASONRY UNIT STRENGTH fm. D. REINFORCING STEEL SHOP DRAWINGS. E. STRUCTURAL STEEL SHOP DRAWINGS F. POST -TENSIONED SLAB -ON -GRADE SYSTEM SHOP DRAWINGS. (*) G. PRE -CAST HOLLOW CORE SLABS. (*) H. PRE-ENGINEERED WOOD TRUSS SYSTEM. (* SEE NOTES) ITEMS MARKED (*) SHALL HAVE SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. 8. CONTRACTOR TO MAKE PROVISIONS OF WINDOW PROTECTION AGAINST FLYING DEBRIS. METHOD TO BE APPROVED BY INSPECTOR AT C.O. INSPECTION. 9. SIGNED & SEALED FOR STRUCTURAL PORTION OF DRAWING ONLY 10. PLANS IN ACCORDANCE WITH FBC-2020 7TH EDITION FOR WIND LOADS & PRESSURES AS NOTED IN DESIGN CRITERIA. 1. STAPLES NOT PERMITTED 2. DRYWALL NAILS SHALL CONFORM TO ASTM C 514. 3. SIDING APPLIED TO 5/8" NET WOOD SHTG,15/32" WOOD STRUCTURAL PANEL OR 10 PARTICLEBOARD SHT 4. CORROSION RESISTANT NAILS SPACED 8" O.C. AT EDGES 818' O.C. AT INTERMEDIATE SUPPORTS. NAILS SHALL HAVE A MIN EDGE DISTANCE OF 3/8" 5. SIDING APPLIED TO STUDS SPACED 18.O.C. MAX. 6. SIDING APPLIED DIRECTLY TO STUDS SPACE 24" O.C. MAX. 7. USE ANNULAR OR SPIRAL THREAD NAILS FOR COMBINATION SUBFLOOR UNDERLAYMENT (SINGLE FLOOR) 8. NAIL MUST BE OF SUFFICIENT LENGTH TO ACCOMMODATE THICKNESS OF SIDING AND SHTG. IF USED, AND ALLOW MIN. STUD PENETRATION OF 11120 9. FOR V WOOD STRUCTURAL PANELS,12" O.C. INTERMEDIATE NAILING SHALL BE PERMITTED. TABLE R302.6 DWELLING -GARAGE SEPARATION WOOD CONSTRUCTION, CONNECTIONS AND NAILING REQUIREMENTS SHALL CONFORM TO THE 2020 FLORIDA BUILDING CODE. REFERENCE FASTENING SCHEDULE TABLE. ALL WOOD FRAMING MATERIAL SHALL BE SURFACED DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALL LOAD BEARING WALL FRAMING SHALL BE NO.2 GRADE SOUTHERN PINE or SPF or P.T. ALL JOIST AND RAFTER FRAMING SHALL BE NO.2 GRADE, SOUTHERN PINE OR HEM -FIR. ALL FRAMING EXPOSED TO THE WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE -TREATED IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS ASSOCIATION SPECIFICATIONS. BOLT HEADS SHALL BE CAREFULLY CENTERED AND DRILLED NOT MORE THAN 1/16" LARGER THAN THE BOLT DIAMETER. BOLTED CONNECTIONS SHALL BE SNUGGED TIGHT BUT NOT TO THE EXTENT OF CRUSHING WOOD UNDER WASHERS. PREFABRICATED "MICRO -LAM" LUMBER HEADERS AND BEAMS SHALL AS MANUFACTURED BY "TRUSS JOIST MacMILLIAN CORP." BOISE, IDAHO OR APPROVED EQUAL. DO NOT CUT OR NOTCH MICRO -LAM MATERIAL WITHOUT THE MANUFACTURER'S APPROVAL. 8. PREFABRICATED METAL JOIST HANGERS, HURRICANE CLIPS, HOLD-DOWN ANCHORS AND OTHER ACCESSORIES SHALL BE AS MANUFACTURED BY "SIMPSON STRONG TIE COMPANY", OR EQUAL. INSTALL ALL ACCESSORIES AS PER THE MANUFACTURES REQUIREMENTS. ALL STEEL SHALL HAVE A MINIMUM THICKNESS OF 0.04 INCHES (PER ASTM A446, GRADE A) AND BE GALVANIZED (COATING G60). ►� �13����1'uM:I� INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER ALL HEADER, BEAMS, COLUMNS ETC, TO BE SYP #2 OR BETTER ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32' EXP 1 OR 7/16' STRUCTURAL 1, U.N.O. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. IF ❑SB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION, WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007 BCSI UNTREATED W❑❑b SHALL NOT BE IN DIRECT CONTACT WITH C❑NCRETE, SEAT PLATES SHALL BE PROVIDED AT BEARING L❑CATIONS WITHOUT WOODEN TOP PLATES, ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8' STUCCO FINISH PER ASTM C, 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8' OVER METAL LATH, FIRST 2 LAYERS 3/8' THICK EACH, 3RD LAYER 1/8' THICK INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 FASTENERS AND TIE DOWNS FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO SHAPES, ANGLES, CHANNELS ; ASTM A36/36M 05 F = 36 Ks! ROUND METAL PIPE : ASTM A53, GRADE B Fy, = 35y Ks! SQUARE METAL TUBING ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS ASTM A325 MACHINE BOLTS : GALVANIZED ASTM A307 SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy = 33KsiWITH G90 GALVANIZED C❑ATING IN ACCORDANCE WITH ASTM A525-87. NAILS SHALL CONSIST OF : COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131', 10d = 0.148', 12d = 0.148', 16d = 0.162 ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE C❑ATING BY MANUFACTURER PRIOR TO INSTALLATION. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. ALL FASTENER TIE DOWNS, BEAM HANGERS, J❑IST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. CONCRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N,D, ALTERNATES TO "J' BOLTS ARE NOTED ON PLANS. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W' 11/4" DRYWALL SCREWS AT 12" D.C. FOR CEILINGS AND 1 DRYWALL SCREWS AT 12" D.C. FOR WALLS, ALL ENDS AND EDGES OF WALLBA❑RD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS, MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6' D.C. AT EACH SUPPORT, MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE ' THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION, DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY, OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITH❑UT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING, NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. MASONRY INSTALLATION - WINDOWS BUCKSTRIPS SHOULD BE PLACED AND SET IN A BEAD OF SEALANT. SEAL THE EXTERIOR JOINT BETWEEN THE MASONRY AND THE BUCKSTRIP. ALL GAPS ARE TO BE SEALED. BUCKSTRIPS WILL RUN THE ENTIRE LENGTH OF THE WINDOW OPENING. IF THE SILL IS PRE -CAST, A BUCKSTRIP IS NOT REQUIRED. BUCKSTRIPS ARE TO BE MADE OF PRESSURE TREATED SPRUCE, YELLOW PINE, OR COMPARABLE LUMBER. UNDER FLORIDA BUILDING CODE, A BEVEL OR TAPER LOCATED ON THE BUCK IS PERMITTED IF THE WINDOW FRAME IS COMPLETELY SUPPORTED AT BOTH THE INTERIOR AND EXTERIOR BY THE BUCKSTRIP. 3/4" THICK WOOD BUCKSTRIPS : FASTENERS FOR INSTALLATION WILL BE MASONRY SCREWS (MINIMUM 3/16" X 2 3/4"), INSTALLED THROUGH THE BUCKSTRIP AND WINDOW INTO THE MASONRY. WINDOW MAY BE SHIMMED AS NECESSARY PROVIDED A SCREW EMBEDMENT (MINIMUM 1 1/4") IS MAINTAINED IN THE MASONRY. FASTENERS WILL BE LOCATED A MAXIMUM OF 4" FROM EACH CORNER AND A MAXIMUM OF 18" O.C. THEREAFTER IT IS RECOMMENDED NOT TO INSTALL FASTENERS THROUGH THE SILL OF THE WINDOW. BUCKSTRIPS SHOULD MEASURE NO LESS THAN 3/4" X 2 1/8". 1 1/2" THICK (OR GREATER) WOOD BUCKSTRIPS (NOT SHOWN) : WINDOW FASTENERS FOR INSTALLATION SHOULD BE A MINIMUM #10 X 1 1/2" WOOD SCREWS, INSTALLED INTO THE BUCKSTRIP THROUGH THE WINDOW. WINDOW MAY BE SHIMMED AS NECESSARY PROVIDED A SCREW EMBEDMENT (OF MINIMUM 1 1/4") IS MAINTAINED IN THE BUCKSTRIP. FASTENERS SHOULD BE LOCATED A MAXIMUM OF 4" FROM EACH CORNER AND A MAXIMUM OF 18" O.C. IT IS RECOMMENDED NOT TO INSTALL FASTENERS THROUGH THE SILL OF THE WINDOW. BUCKSTRIPS SHOULD BE NO LESS THAN 1 1/2' X 2 1 /8". TO MAINTAIN A 1 1 /4" EMBEDMENT, BUCKSTRIPS SHOULD BE INSTALLED USING MINIMUM 3/16" X 2 3/4" MASONRY SCREWS AND BE 18" O.C. THEREAFTER. FRAME INSTALLATION - WINDOWS INSTALLATION FASTENERS FOR WINDOWS ARE TO BE A 1 1/2" (MINIMUM), 4D NAILS OR #6 X 1 1/2" DRYWALL SCREW, WITH AN EMBEDMENT OF 1 1/2" (MINIMUM). FASTENERS SHOULD BE LOCATED AT A MAXIMUM OF 4" FROM EACH CORNER AND 18" O.C. THEREAFTER FOR SCREWS AND 9" O.C. FOR NAILS. IT IS RECOMMENDED FOR ALL SCREWS AND/OR NAILS TO BE SEALED, PREVENTING INTRODUCTION OF WATER AND AIR. PRODUCT MAY BE SHIMMED AS NECESSARY. ATTACH WINDOW AND DOOR FRAMES TO BLOCK WALL WITH TAPC❑N SCREWS SPACED AT WINDOE/DOOR MANUFACTURERS SPEC'S (TAPCONS MUST PENETRATE THROUGH BUCKSTRIPS AND INTO BLOCK 1-1/4' MIN.) 4' P,T, BUCKSTRIP TACHED TO BLOCK TH 0.097' X 1-3/8' NAILS SPACED AT D.C. MAXIMUM 'ONRY BLOCK NOTE, WINDOWS AND DOORS MUST BE INSTALLED SUCH THAT THE MINIMUM GAP BETWEEN THE FRAM AND BUCKSTRIPS IS 1/2'.L IF THICKER BUCKSTRIP MATERIAL IS NEEDED RIP IT FROM 1-1/2' MATERIAL AND ATTACH TO BLOCK WITH 3/16' TAPC❑NS AT 8' ❑,C. (TAPCON MUST PENETRATE BLOCK 1-1/4' MINIMUM) WINDOW BUCKSTRIP DETAIL DOOR BUCKSTRIP DETAIL NOT TO SCALE NOT TO SCALE 2020 FBC RESIDENTIAL SECTION R703,4 FLASHING APPROVED C❑RRISION RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURE FRAMING COMPONENTS. SELF ADHERED MENBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTION WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION. ASTM C 1281 AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT, FLUID APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED C❑RR❑SI❑N RESISTANT FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING L❑CATIONS. 1, EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALLd FINISH OR TO THE WATER RESISTANT BARRIER C❑MPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING. 1.1 THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS OR THE APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURERS INSTRUCTIONS IN ACCORDANCE WITH THE FLASHING MANUFACTURERS INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PA❑NVFLLASSHING SHALL IBE SHALL BE SLOPED IINASUCHEASMAN � R AST TOI❑DIRECTD WATERD TO❑� DOOR SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTANT BARRIER FOR SUBSEQUENT DRAINAGE OPENINGS USING PAN FLASHING SHALL BE INCORP❑RATE FLASHING OR PROTECTION AT THE HEAD AND SIDES MORE OF THE FOLL❑WING, 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PR❑FESSI❑NAL 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS 1.4 IN ACCORDANCE WITH FMA/AMMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AMMA/WDMA 300 OR FMA/AAMA/WDMA 400 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO C❑PINGS 3. UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL C❑PINGS AND SILLS 4, CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM 5. WHERE EXTERIOR PORCHES, DECKS AND STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION 6. AT WALL AND ROOF INTERSECTIONS 7. AT BUILT-IN GUTTERS EXTERIOR COVERING R703 R703,7 EXTERIOR PLASTER INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926, ASTM C1063 AND THE PROVISIONS OF THE CODE, R703.7.1 LATH LATH AND LATH ATTACHMENTS SHALL BE OF CORRISION-RESISTANT MATERIALS, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2-INCH-LONG (38mm), 11 GAGE NAILS HAVING A 7/16-INCH (11.1 mm) HEAD, OR 7/8-INCH LONG (22.2 mm), 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES (152 mm), OR AS OTHERWISE APPROVED R703.72 PLASTER PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD, OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCELAED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PR❑VIDED THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1) R7033.21 WEEP SCREEDS A MINIMUM 0.019-INCH (0.5 mm) (NO. 26 GALVANIZED SHEET GAGE), CORRISION-RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES (89 mm) SHALL BE PR❑VIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C926. THE WEEP SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES (102 mm) ABOVE THE EARTH OR 2 INCHES (51 mm) ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, R703.7.3 WATER-RESISTANT BARRIERS WATER-RESISTANT BARRIERS SHALL BE INSTALLED AS REQUIRED IN SEDCTION R703,2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER, THE INDIVIDUAL LAYERS SHALL BE INSTALLED (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTLY BETWEEN THE LAYERS. EXCEPTION: WHERE THE WATER-RESISTANT BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPERATED FROM THE STUCCO BY AN INTERVENING, SUBSTANTIALLY NONWATER-ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. R703.7.4 APPLICATION EACH COAT SHALL BE KEPT IN A M❑IST CONDITION FOR AT LEAST 48 HOURS PRIOR TO APPLICATION OF THE NEXT COAT. EXCEPTION: APPLICATIONS INSTALLED IN ACCORDANCE WITH ASTM C926 INCLUDING THE REFERENCE IN ASTM C926 SECTION 8 TO SECTION X1.4.2 OF THE APPENDIX. R703.7,5 CURING THE FINISH COAT FOR TWO -COAT CEMENT PLASTER NOT BE APPLIED SOONER THAN SEVEN DAYS AFTER APPLICATION OF THE FIRST COAT. FOR THREE -COAT CEMENT PLASTER, THE SECOND COAT SHALL NOT BE APPLIED SOONER THAN 48 HOURS AFTER APPLICATION OF THE FIRST COAT, THE FINISH COAT FOR THREE COAT CEMENT PLASTER SHALL NOT BE APPLIED SOONER THAN SEVEN DAYS AFTER APPLICATION OF THE SECOND COAT. EXCEPTION: APPLICATION INSTALLED IN ACCORDANCE WITH ASTM C926 INCLUDING THE REFERENCE IN ASTM C926 SECTION 8 TO SECTION X1A,2 OF THE APPENDIX, STUCCO FINISH PER ASTM 926-C 7/8" THICK - 3 LAYERS (3/8" SCRATCH COAT, 3/8" BROWN COAT, 1/8" FINISH COAT) OVER METAL LATH FASTENED @ 6" O.C. VERT. INTO FRAMING MEMBERS & 2 LAYERS MOISTURE BARRIER. PROVIDE WEED SCREED @ BOTTOM OF FLANGE SET BELOW TOP OF FOUNDATION AND PLATE LINE. SEPARATION MATERIAL FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT THE GARAGE SIDE FROM HABITABLE ROOMS ABOVE THE GARAGE THAPPLIED NV D8IRDEUR ERBIVACENT CH TYPE X GYPSUM USEDCFORESEPERATIONTREQUIRED BY THIS ASSEMBLIES NOT TEQUIVALENTN 1/2-INCH GYPSUM BOARD GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING NOT LESS THAN 1/2-INCH GYPSUM BOARD OR UNIT ON SAME LOT EQUIVALENT APPLIED TO THE INTERIOR SIDE IF EXTERIOR WALLS THAT ARE WITHIN THIS AREA REQUIRED SAFETY GLAZING IN HAZARDOUS L❑CATIONS (RE: FBRC R308,4) IRND08,A THEEDMAANS IMPACT EDLI❑NDSS�CTID�INVIRD3UOAJ.4GSHAALELD AREASlTIHECTESIT REQUIREMENTS❑ OFNCPSCA 6 ❑CFR,LPARTI❑1201 SUCH AS CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308,3.1 1E1��XCpELPTIOENDSi ED �� g E I �R q ❑THE FIRE IS /� 2, L❑UEREDWWINDOWSA AND JALOUSIES SHALL ❑C❑MPANY WITH SECTION R308.2NT LOCATIONS SALL COMPANY WITH ANSI Z97.1-14 R308.4 HAZARDOUS LOCATIONS. p SI E IC H Z THE 1F GLAZINGGIN SWINGING N DIR�D PT (JAL❑USIESRD❑US L❑CATIONS FOR THE PURPOSE OF GLAZING 2, GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASEMBLIES 3. GLAZING IN STORM DOORS 4, GLAZING IN ALL UNFRAMED SWINGING DOORS 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHROOMS, AND SHOWERS GLAZING IN ANY PART OF A BUILDING WALL ENCLOSURE THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE 6, GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN 24-INCH ARC OF THE DOOR IN A CLOSED P❑SITI❑N AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE L❑CATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET, 7.2 BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR 7.3 TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES H❑RTIZONTALLY OF THE GLAZING 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE, INCLUDED ARE STRUCTUAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS, 9. GLAZING IN WALLS AND FENCES ENCLOSING IND❑❑R OR OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EGDE OF THE GLAZING IS LESS THANK 50 INCHES ABOVE A WALKING SURFACE AND WITHIN 60 INCHES H❑RTIZ❑NALLY OF THE WATER'S EDGE. THIS SHALL BE APPLY TO SINGLE GLAZING AND ALL PANELS IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES HORTIZONALLY OF A WALKING SURFACE WHEN THE EXPOSSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE, 11, GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES H❑RTIZ❑NALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD, EXCEPTION, THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH SPHERE IS UNABLE TO PASS, 2. DECORATIVE GLASS IN ITEMS 1,6 OR 7. 3. GLAZING IN SECTION R308.4. ITEM 6. WHEN THERE IS AN INTERVENING WALL ❑R OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R308,4,2, ITEM 3, IN WALLS PERPENDICULAR RO THE PLANE OF THE DOOR IN A CLOSED P❑SITI❑N OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH, GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2, 5. GLAZING IN SECTION R308,43, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZSING 36 INCHES ± 2 INCHES ABOVE THE FLOOR, THE BAR DHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1-1/2 INCHES 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND ❑THE MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORTIZ❑NAL (WITHIN 45 DEGREES OF HORTIZ❑NTAL SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308,2 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT, 9. SAFETY GLAZING IN SECTION R308.4 IS NOT REQUIRED WHERE, 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, C❑MPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES FROM THE RAILING, D.W.SMITH,M.S.,P.E.#53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST❑N DRIVE-DADE CITY, FLORIDA 33525 PHONE: ( CELL) 813-469-2289 E-MAIL: dwsf[pe@eo.rthtink.net BOWMAN PATRICIA 4616 WISTERIA DR ZEPHYRHILLS, FLORIDA N OTES SHEET OF I hereby certif y that I have reviewed this plan and f ound it to be in compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition David W, Smith, RE, #53608 RICK COLLHARDT - DRAFTSMAN PHONE:(CELU 813-781-3651 E-MAIL: rgollhardt@tarp SCALE DATE DO NOT SCALE 1 JUN 2023 DESIGN/DRAWN CHECKED . rn core R. GOLLHARDT D.W.S.PE 3OF4 JOB NO. 2023-0514 EL_ECTRICAL_) PLUMBING & MECHANICAL_: IN ACCORDANCE WITH CHAPTER 471,003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE, ELECTRICAL PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS, ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT EXTERIOR LOCATI❑NS SHALL BE WIRED INT❑ A GROUND FAULT INTERRUPTER "GFI" CIRCUIT, "AFI" CIRCUIT, ALL ELECTRICAL OUTLETS IN BEDROOMS & FIXTURES SHALL BE WIRED INT❑ AN ARC -FAULT INTERRUPTER, SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS, GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILING SEPARING THE DWELLING FROM THE GARAGE SHELL BE CONSTRUCTED OF MINIMUM N❑,26 GAUGE SHEET OR OTHER APPROVED MATERIALS AND SHALL HAVE NO OPENINGS INT❑ THE GARAGE (FBC 6TH EDITI❑N 2017 R309) FLORIDA STATUTE 471 ONLY REQUIRES ENGINEERING ON RESIDENTIAL IF THE COST OF THE INDIVIDUAL PLUMBING, ELECTRICAL, PRECTRICALCAN DI 15OVENS $O2 5b0VER MECHANICAL250 FIXTURE UNITS PLUMBING, OVER 600 AMPS FBC BUILDING CHAPTER 1 (105,312) MECHANICAL: CONDENSATE LINES SHALL DISCHARGE AT LEAST 12" AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. 2020 FMC, 7TH EDITION - EQUIPMENT DISCONNECT MUST BE WITHIN SIGHT OF THE EQUIPMENT. BATHROOMS MUST BE VENTILATED MECHANICALLY AND EXHAUSTED TO BUILDING EXTERIOR. AIR HANDLER FLOAT SWITCHES ARE REQUIRED TO SHUT DOWN THE UNIT OR OTHER APPROVED DEVICE TO ALERT THE HOME OWNER THAT THE CONDENSATE DRAIN LINE IS NOT WORKING PROPERLY. THERE MUST BE A NOTICE POSTED ON THE ELECTRICAL PANEL ALERTING THE HOME OWNER THAT THE AIR HANDLER IS LOCATED IN THE ATTIC (WHEN APPLICABLE). NOTE: MECHANICAL CONTRACTOR TO DETERMINE UNIT SIZE PER ENERGY CALCULATIONS IN ACCORDANCE WITH CHAPTER 471.003 (2) OF THE FLORIDA ADMINSTRATI❑N CODE, MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE SYSTEMS DRAWN HEREON ARE BASED UPON THE HOMEOWNERS/CONTRACTORS REQUIREMENTS, SMOKE DETECTORS: SMOKE DETECTOR PLACEMENT AND LOCATION SHALL BE CHECKED AT FRAMING. THE PROPER PLACEMENT OF UNITS SHALL BE IN ACCORDANCE WITH THE NATIONAL FIRE PREVENTION CODE SAFETY ACT. MINIMUM REQUIREMENT SHALL BE AS SET FORTH IN 7TH EDITION, 2020 FLORIDA BUILDING CODE AND NFPA-70/NATIONAL ELECTRIC CODE 2017 (NEC2017). CARBON MONOXIDE DETECTORS: EVERY BUILDING FOR WHICH A PERMIT FOR NEW CONSTRUCTION IS ISSUED ON OR AFTER 07/01 /08 AND HAVING A FOSSIL—FUEL—BURINING HEATER OR APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSED. IN NEW CONSTRUCTION, ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACK UP. ELECTRICAL: ALL OUTLETS SHALL BE ON AN AFCI (ARC FAULT CIRCUIT INTERRUPTER) PROTECTED CIRCUIT & TAMPER PROOF, PER 2020 7TH EDITION FLORIDA BUILDING CODE, RESIDENTIAL (PART VIII — ELECTRICAL) NEC 2017: 210.12 — ARC FAULT PROTECTION IS NO LONGER LIMITED TO SLEEPING AREAS AND NOW INCLUDE KITCHENS. NEC 2017: 210.8 — INCLUDE GFCI PROTECTION ON CIRCUITS INCLUDING BUT NOT LIMITED TO OUTDOORS, DISHWASHERS, PORCH AND LANAI. ALL OUTSIDE MECHANICAL EQUIPMENT TO HAVE (1) 110 VOLT GFI WP OUTLET WITHIN 25' OF EQUIPMENT IN SITE PLAN. NOTES: UNLESS ❑THERWISE NOTED 1. ELECTRICAL OUTLETS HEIGHTS AS MEASURED FROM FINISHED FLOOR CENTERED LINE OF THE BOX TO BE, 12' AFF (GENERAL) KITCHEN 44' AFF BATHROOM 39' AFF LAUNDRY ROOM 36' AFF EXTERI❑R WATERPROOF 12' AFF GARAGE GENERAL PURPOSE 42' AFF RANGE 2' AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE P❑SSIBLE 3. ELECTRICAL SWITCHES TO BE 42' CENTERLINE AFF, 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATI❑NAL ELECTRIC CODE, LATEST EDITI❑N, BY LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESP❑NSIBLE FOR THE INSTALLATI❑N & SIZING OF ALL ELECTRICAL, WIRING & ACCESS❑RIES. 5, GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N,E.C, 2017 SYKBOL DESCRIPTION SWITCH $3 3 WAY SWITCH $4 4 WAY SWITCH RHEOSTAT SWITCH 8 110 V RECEPTICLE(1/2 SWITCHED) 8 110 V RECEPTICLE 8GFI 110 V RECEPTICLE - GROUND FAULT 8AFI 110 V RECEPTICLE - ARC FAULT 8wp 110 V RECEPTICLE - WATERPROOF OUTLET �+ 220 V RECEPTICLE DUPLEX OUTLET IN FLOOR 110 V QUAD lbwP 110 V QUAD WATERPROOF OUTLET ® RECESSED INCANDESCENT } LIGHT FIXTURE - WALL OR CEILING (TYP) EXHAUST BATH FAN 110 V 50 CFM'S EXHAUST FAN/LIGHT C❑MBINATI❑N ® FL❑URESCENT FIXTURE FLOOD LAMPS VANTITY LIGHT cp PUSH BUTTON FOR GARAGE OPENER s&D SMOKE /FIRE DETECTOR/ALARM cam+ SMOKE/CARBON M❑N❑XIDE DETECTOR - COMBO © CARBON M❑N❑XIDE DETECTOR CEILING FAN ONLY CEILING FAN /LIGHT FAN W/L Cam' DISC❑NNECT ELECTRICAL METER ELECTRICAL PANEL ELECTRICAL PLAN D.W. SMITH,M. S.,P.E. #53608 FLORIDA PR❑FESSI❑NAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST❑N DRIVE—DADE CITY, FLORIDA 33525 PHONE: ( CELL) 813-469-2289 E-MAIL; dwsf Ipe@earth I i nk, net RICK GOLLHARDT - DRAFTSMAN PHONE: ( CELL)813-781-3651 E-MA I L: r o I I hardt@tars aba , rr, com R �1 EXISTING PANEL BOWMAN PATRICIA 4616 WISTERIA DR ZEPHYRHILLS, FLORIDA ELECTRICAL PLAN SHEET OF 4OF4 SCALE DATE JOB NO, DO NOT SCALE 1 JUN 2023 2023-0514 DESIGN/DRAWN CHECKED GOLLHARDT D.W.S.PE