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HomeMy WebLinkAbout39629 Quartz Drl I II I I I I 1 11 1 11 _ GENERAL NOTES CONSTRUCTION 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, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. ASCE 7-16 FLORIDA RESIDENTIAL CODE (FBC—R), FLORIDA BUILDING CODE FBC) 7th ed. (2020) "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 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 SPECIFICATIONS FOR MASONRY STRUCTURES. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. PLYWOOD DESIGN SPECIFICATIONS (APA) FLORIDA BUILDING CODE (FBC) 7th ed. (2020) AND FLORIDA BUILDING CODE 7th ed. RESIDENTIAL (FBCR) ASCE 7-16 REAR ELEVA�KVMI' N OTE: STRUCTURAL DESIGN REQUIRES ALL DOORS AND WINDOWS TO BE FLORIDA APPROVED AND RATED FOR INDICATED DESIGN PRESSURES AND SPECIFIC BRANDS TO BE DETERMINED BY OWNER AND CONTRACTOR 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. NOTE: CONTRACTOR TO INSTALL DOORS AND WINDOWS ACCORDING TO MANUFACTURER'S INSTRUCTIONS. �t- I N 7,-9„ � , _ 5„ F L �h �h l�` PLA 1\1 3' ,'I'll ELEVATIO"1\1 �-'-'�9 ? RIGHT ELEVATION d) uN oL PARCEL: 24-26-21-0060-00000-1670 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 EXISTING HOST STRUCTURE 3' 2 5' FASTEN 2X10 ROOF RAFTER TO EXISTING HOST MEMBER WITH SIMPS❑N LU210 HANGER ATTACH PER MANUFACTURERS SPECS, TYPICAL 2X10 ROOF RAFTERS 16' ❑, C, DOUBLE 2X4 TOP PLATE FASTEN 2X4 STUD WALL TO DOUBLE 2X4 TOP PLATE WITH SIMPS❑N SP2, TYPICAL AT EACH STUD, ATTACH PER MANUFACTURERS SPECS, TYPICAL FASTEN 2X10 ROOF RAFTER TO DOUBLE 2X4 DOUBLE TOP PLATE WITH SIMPP❑N H2,5A, ATTACH PER MANUFACTURERS SPECS, TYPICAL ------------------- 12' — 4" ELEVATIOIA ��'-{ RIGHT ELEVATION 12"X20" CONCRETE FOOTER WITH (2)#5 ,,REBAR REINF CONT. ON 3" CHAIRS SPACED 48 O.C. rA( kI nW4n nnnr r)ArTrr) TP'I r\/T f`r r Alr / /''�!I/! /i� i xs F-IPLONT �L,EV A 1 1 O1`v7 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 i " L i a TERMITE PREVENTION NOTES: COMPLY WITH FBC 2020 7TH ED. SECTION R318 1. A PERMANENT SIGN WITH IDENTIFIES TREATMENT PROVIDER AND NEED FOR RE—INSP AND TREATMENT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER ELECTRICAL PANEL FBC 104.26 2. TO ENABLE TERMITE INSPECTION, THE DISTANCE, BETWEEN WALL COVERING AND EARTH GRADE SHALL BE 6 INCHES MINIMUM. EXCEPTION: CORRISION REISITANT METALS, CEMENTATIOUS FINISHES APPLIED DIRECTLY TO FOUNDATION. 3. INITIAL TERMITE TREATMENT SHALL BE COMPLETED AFTER ALL EXCAVATION AND BACK FILL IS FINISHED. 4. SOILD DISTURBED AFTER THE INITIAL TREATENT SHALL BE RE —TREATED, INCLUDING SPACES BOXED OR FORMED. 5. BOXED AREAS IN CONCRETE FLOORS AND FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC, SHALL BE MADE IN PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE & DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE TREATMENT. 6. MINIMUM 6 MIL POLYFILM MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. RETREATMENT IS REQUIRED IF RAINFALL OCCURS BEFORE POLYFILM PLACEMENT. 7. CONCRETE OVERPOUR AND MORTOR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXYERIOR SOIL TREATMENT. 8. ALL BUILDINGS ARE REQUIRED TO HAVE PRE —CONSTRUCTION TREATMENT. 9. NO WOOD, VEGETATION STUMP, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15 FEET OF ANY BUILDING OR PROPOSED BUILDING. 10. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM WITHIN ONE FOOT OF THE BUILDING. THIS INCLUDES EL UOOSE COGRADE TAIN NGTMATE�IAB. TRAP BOXES, FORMS, OTHER 11. A CERTIFICATE OF COMPLIANCE MUST BE PROVIDED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES AND THAT THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAW OF THE FLORIDA DEPT. OF AGRICULTURE AND CONSUMER SERVICE. MISSING ANCHOR BOLTS @ BEARING WALL EXTERIOR BEARING WALL: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: USE 5/8 DIAMETER X 6" EMBEDMENT BOLTS SPACED A MAXIMUM OF 24" O.C. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: USE 5/8 DIAMETER X 6" EMBEDMENT BOLTS SPACED A MAXIMUM OF 24" O.C.. IF RESISTING UPLIFT LOADS MISSING DOWELS: IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR LOCATIONS DRILL 5" INTO CONCRETE (NO CLOSER THAT 3 3/4" FROM EDGES AND 5" FROM ENDS OF CAP WALLS), REMOVE DUST PER MFG'S RECOMMENDATIONS AND USE 2 PART EPDXY TO ANCHOR VERTICAL REINFORCEMENT IN PLACE. USE EITHER HILTI C-100 OR SIMPSON EPDXY —TIE. 1'-3" EXISTING CONCRETE I______ _____ j 4" CONCRETE (3000PS0 WITH #10 3068 I 6X6 MESH ON 6 MIL POLY VAPOR BARRIER OVER CLEAN 7 —9 —� COMPACTED POISON TREATED SOIL. VAPOR BARRIOR MATERIAL TO BE LAPPED 6 WITH SEAMS TAPED FIBERMESH CAN BE SUBSTITUED 4'X8' FRENCH DR I I 12"X20" CONCRETE FOOTER WITH (2)#5 REBAR REINF CONT. ON 3' CHAIRS SPACED 48' O.C. I I I I 1 2868 SH23 SH23 SH23 L----------------------------------------------------------------------------------- i 13 '-10". N I N SLAB REINFORCING STEEL: �/ O UAID A T 1 1N A N T REINFORCING STEEL SHALL BE ASTM A615 / A615M- - 12 MIN. GRADE 40, f'y 40 Ksi NOTE: r7-� LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE 0 INDICATES 1 2" X8" J BOLT SPACED 24" O.C. FACE OF THE CONCRETE. MAX. LOCAT D AT EACH SIDE OF ALL WINDOWS REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. AND DOOR OPENINGS. 1 2"X8" WEDGE ANCHORS REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED MAY BE SUBSTITUTED I PLACE OF J BOLTS YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. DESIGN COVER REQUIREMENTS C—I—P CONCRETE FORMED AGAINST EARTH : 3" C—I—P CONCRETE EXPOSED TO EXTERIOR 2" C—I—P CONCRETE NOT EXPOSED 1 12"X20" CONCRETE„ FOOTER WITH (2)#5 JREBAR GROUT FILLED MASONRY :�' EDGE OF FOOTING REINF CONT. ON 3 CHAIRS SPACED 48 O.C. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) /--1—#5 DOWEL IN CORNER CONCRETE TYPE DESIGN (f) MODULES OF DESIGN (E C4-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C4-P GROUT 3,000 PSI 3,122 Ksl CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL GROUTIA. SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. CONSTRUCTION JOINTS WILL BE PERMITTED gMCCETTHOoOD,,gqOF��EECOWWN��TTCHHRETTEEFSORMINFIG,, gPTILANCEMgESNTSAqNDE�CURING SHALL BE CONDUCTED IN E/�RTH DO ORTED SLABSPCIFXCLUDINGSEXTERITORT WALKWAYS & DRIVEWAYS) : 3 1 /2" MIN. THICKNESS W MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF MID —DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. CONCRETE MASONRY : FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. LOAD MMBEASSRINGE CONCRETEMASONRYBLOCK SHALL BE ASTM C90-0601, TYPE II A�L CEPLST& CAVITIESOBELOIN GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. SOIL: MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 P F ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7th ed. 2020), RESIDENTIAL SECTION R 318. 25" LAP MIN. CORNER DETAIL - FOOTING AND FOUNDATION WALL REINFORCEMENT "-4" CONCRETE (3000PkLY WITH #10 6X6 MESH ON 6 MIL VAPOR BARRIER OVER CLEAN COMPACTED POISON TREATED SOIL. VAPOR BARRIOR M,QTERIAL TO BE LAPPED 6 WITH SEAMS TAPED FIBERMESH CAN BE SUBSTITUED 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 FASTEN 2X10 ROOF RAFTERS TO EXISTING HOST WITH SIMPS❑N LU210 HANGERS, ATTAC PER MANUFACTURERS SPECS 4 N 2X 10 R❑❑F RAF `I.I> M, "L 2X4 DOUBLE vTOP uPLATE WITHuSIMSPON H2,5A, ATTACH PER MANUFACTURERS SPECS, TYPICAL ROUF RAFTER PLA_lV 2X10 WOOD SUB ATTACHED TO-/ EACH TRUSS WITH 8d COMMON NAILS (3) EACH TRUSS VINYL SOFFIT AND FASCIA TRIM ATTACHED PER MANUF. SPECS. FASTEN 1 /2" CDX OR OSB WITH 8d COMMON NAILS @ 6" AT EDGES AND 8" O.C. WALL SHEATHING IN FIELD APPLY TYVEK OR EQUAL HOUSE WRAP PER MFGRS SPECIFICATIONS APPLY SIDING TO MATCH EXISTING PER MFGRS SPECIFICATIONS I 2X10 ROOF RAFTERS @ 16" O.C. MAX 15/32" 4 PLY CDX OR OSB SHEATHING FASTEN W/8d RING SHANK NAILS 6" O.0 AND 12" INTERMEDIATE SPACING USE STEEL PLYCLIPS. 30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER APPLY PER MFGRS SPECIFICATIONS INSTALL ROOFING PER MANUFACTURERS FLASHING PER FBC—R 905 EDGE SPECIFICATIONS ICYNENE SPRAY INSULATION R FACTOR PER ENERGY CALCS ICYNENE IS A NON —VENTED INSULATION FASTEN 2X10 ROOF RAFTER TO DOUBLE 2X4 DOUBLE TOP PLATE WITH SIMSP❑N H2,5A, ATTACH PER MANUFACTURERS SPECS, TYPICAL DOUBLE 2X4 TOP PLATE - 1 �2" CEILING TYPE GYPSUM BOARD A TACH ED WITH 5d COOLER NAILS OR #8 DRYWALL SCREW AT 7" O.C. MAX (2 2X4 TOP PLATE W SIMPSON SP-2 EACH STUD F 10456 2X4 F�RE BLOCKING FASTEN TO STUD WALL WITH 2) 16d COMMON NAILS TOE NAILED 1 /2" GYPSUM WALLBOARD ATTACHED WITH 5d COOLER NAILS OR #8 DRYWALL SCREW AT 7" O.C. MAX 2X4 STUDS @ 16" O.C. W/ R-13 INSULATION -2X4 PT BOTTOM PLATE W SIMPSON SP-1 EACH STUD F 10456 FASTEN 2X4 PT BOTTOM PLATE TO CONCRETE SLAB WITH 1 /2"X5" WEDGE ANCHORS OR EQUIV. 4" CONCRETE (3000PS1) WITH #10 6X6 MESH ON 6 MIL POLY VAPOR BARRIER OVER CLEAN COMPACTED POISON TREATED SOIL. VAPOR BARRIOR MATERIAL TO BE LAPPED 6 WITH SEAMS TAPED FIBERMESH CAN BE SUBSTITUED 12"X20" CONCRETE FOOTER WITH �2)#5 „REBAR REINF CONT. ON 3" CHAIRS SPAC D 48 O.C. 0 a 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 PLAN 2X4 EDGE BEAM cA\D DINES BRACE FASTEN TO 2X4 EDGE BEAM 2" X2" X 5" X, 050 U CHANNEL FASTEN TO GARAGE WALE WITH (3) #10 TEK SCREWS WITH WASHERS STAGGERED COVERED �3� 2' X6' X. 050 RIDGE BEAM U7 N FASTEN RECEIVING CHANN WITH 14 TAPCONS X 3 1/2" 24" O.C. (2) ROWS STAGGERED RAW VA[ 2X4 SMB EDGE BEAMS FASTEN 2X4 KNEE BRACE FASTEN TO 2X4 EDGE BE BRACE FASTEN TO 2X4 EDGE BEAM PLAIV\ 3' COMP❑SITE PANEL ROOF INSTALL PER MFGRS SPECIFICATIONS FASTEN RECEIVING CHANNEL TO HOST WITH #14 TAPCONS X 3 1/2" 24" O.C. MAX (2) ROWS STAGGERED Ei VIEW FASTEN TO 2' X6' X, 050 RIDGE BEAM WITH 3'x3' MIDDLE POST FASTEN WITH (2) 5/16' THRU BOLTS WITH WASHERS AND NUT CORRISION RESISTANT FASTEN TO 2' X5' X. 050 SUPPORT BEAM WITH 3'x3' MIDDLEPOST FASTEN WITH (4) #10 TEK SCREWS WITH WASHERS STAGGERED EACH SIDE TTEKTREWSHWITHL STAGGERED EXISTING CONCRETE SLAB 12' _ 3„ 1 2, —921 �-- —25' DETAIL A A 3' C❑MPOSITE PANEL R❑❑F 2 5' (5)T#1OTTEKO CREWSEWITHBWASHERSHSTAGGERED 0 2"X 5" EDGE BEAM I FASTEN TQ 3X3 COLUMN W/ (2 5 16 DIA THRU BOLT WASHERS" NUTS CORRISION RESISTANT 5/16-18 HEX HD BOLT, WASHERS &NUT CORROSION RESISTANT(2) ^f V/ 11 t-1 l r nr wu rv--- III - MIERHANG IS" VAN :N KX2QFSMBCEDG EBEAM WITH :10 TEK SCREWS WI H WASHERS STAGGERED 2"X 5" EDGE BEAM FASTS TQ 3X3 COLUMN W (2) 5%16 DIA THRU BOLTS, WASHERS" NUTS CORRISION RESISTANT 5/16-18 HEX HD BOLT, WASHERS &NUT CORROSION RESISTANT(2) 0-) 2' X6' X. 050 RIDGE BEAM SIDE VIEW F/10-0/19 rMIN/11 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 GENERAL STRIICTIIRAL NOTES' 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 AN HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AN 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 CONSTRUCTIO 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 FL DEBRIS. METHOD TO BE APPROVED BY INSPECTOR AT C.O. INSPECTION. 19. 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. SLAP ON GRADE NOTES_ PROVIDE CONCRETE SLABS OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR BARRIER, PROPERLY LAPPED AND TAPED. WALKWAYS AND OTHER EXTERIOR SLABS ARE NOT INDICATED ON THE STRUCTURAL DRAWINGS. SEE THE SITE PLAN AND ARCHITECTURAL DRAWINGS FOR LOCATIONS, DIMENSIONS, ELEVATIONS, JOINTING DETAILS AND FINISH DETAILS. PROVIDE 4" WALKS REINFORCED WITH 6X6 - WI.4XWI .4WWF UNLESS OTHERWISE NOTED. ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE BUILDINGS". GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" ACI 302. HOT WEATHER CONCRETING SHALL BE IN ACCORDANCE W/ ACI 306 FLASHING SHALL COMPLY WITH R903.2 UNDERLAYMENT SHALL COMPLY WITH SECTION R905.1.1 VALLEYS SHALL COMPLY WITH R905.2.8.2 DRIP EDGE SHALL COMPLY WITH R905.2.8.2 PER FLORIDA BUILDING CODE 2020, 7th EDITION PROPER ATTACHMENT OF SOFFITS PANELS TO RESIST WIND LOADS, IN ACCORDANCE WITH R704.2.1/R702.2.2 PER FLORIDA BUILDING CODE 2020, 7th EDITION ASPHALT ROOF SHINGLES ARE CLASSIFIED IN ACCORDANCE WITH ASTM D7158-CLASS G OR H, OR ASTM D3181-CLASS F IN ACCORDAN E WITH TABLE R905.2.6.1, FBC 7th EDITION (2020) - RESIDENTIAL. SEPARATION FROM THE RESIDENCE AND ATTICS NET Egg 7}{MA'T/E2R�IIAA{L�ypS M gpp�� p� 98UIR NTAAPPLIED TO THEUGARAGE SIDE FROM HABITABLE ROOMS ABOVE THE GARAGE BEARD SRTE4UTAj2N-T CH TYPE X GYPSUM uTRUCTURE($1 SU _POaJRTIREGWFII�00R[�C,EILINS SE�$EMBLIES ORTEQUIVAB!NUT 1/2-INCH GYPSUM BOARD rGARAGESSEuDFFOORRLaaOttCrrAETERAD LESS THAN 3 FEET FROM A DWELLING NIT ON SAME LOT �nUIV EXTERALENTIOR W�l6j6I T A THINR10ARD THIS REA 0� STFFI NOTFSo ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN WITH THE "MANUAL OF STEEL CONSTRUCTION" OF THE RISC. UNLESS OTHERWISE NOTED, ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING ASTM SPECIFICATIONS: MEMBER HHS STEEL PIPE OTHER SHAPES/PLATES CONNECTION BOLTS TREADED RODS ASTM A500 (Grad B) A53 (TYPE E, GR B) A36 325(Grad A) 307(Grad A) A36 MIN. STRENGTH 46 KSI 35 KSI 36 KSI 90 KSI 45 KSI 36 KSI 3. ALL CONNECTIONS SHALL BE SHEAR TYPE CONNECTIONS AND DESIGNED BY THE FABRICATOR BASED ON THE AISC MANUAL PART 2 WITH REACTIONS FROM THE "ALLOWABLE UNIFORM LOAD" TABLES UNLESS REACTIONS ARE SHOWN ON PLAN. SUBMIT SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL ENGINEE 4. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 AND AISC 14th EDITION SEC. 8. USING E70XX ELECTRODES. UNLESS OTHERWISE NOTED, PROVIDE CONT. MIN. SIZED FILLET WELDS PER AISC REQUIREMENTS. ALL WELDING SHALL BE DONE BY A CURRENTLY CERTIFIED WELDER IN ACCORDANCE WITH "AWS". 5. HOLES IN STEEL FOR OTHER TRADES SHALL BE DRILLED OR PUNCHED AND DETAILED ON THE SHOP DRAWINGS. ALL SLOTTED HOLES SHALL BE PROVIDE WITH SMOOTH EDGES. BURNING OF HOLES AND TORCH CUTTING AT THE SITE IS NOT PERMITTED. 6. U.O.N. ALL STRUCTURAL STEEL SHALL BE SHOP PAINTED WITH ONE COAT OF TYPE I, OXIDE PRIMER PAINT, SEE SPECIFICATIONS. IF APPLICABLE, VERIFY THAT PRIMER COATINGS ARE COMPATIBLE WITH SPRAYED ON FIRE PROOFING. 7. COLUMNS, ANCHOR BOLTS BASE PLATES ETC. HAVE BEEN DESIGNED FOR THE FINAL COMPLETED CONDITION AND HAVE NOT BEEN INVESTIGATED FOR POTENTIAL LOADING ENCOUNTERED DURING STEEL ERECTION AND CONSTRUCTION. ANY INVESTIGATION OF THE COLUMNS, ANCHOR BOLTS, BASE PLATES, ETC. FOR ADEQUACY DURING THE STEEL ERECTION AND CONSTRUCTION PROCESS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 8. UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL PERMANENTLY EXPOSED TO THE WEATHER, INCLUDING ALL BRICK SHELF ANGLES SHALL BE HOT -DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A153. 9. PROTECTION COATINGS DAMAGED DURING THE TRANSPORTING, ERECTING AND FIELD WELDING PROCESSES SHALL BE REPAIRED IN THE FIELD TO MATCH THE SHOP APPLIED COATING. 10. ALL REINFORCED STEEL SHALL CONFORM TO ACI 318-14. MIN. REBAR YIELD STRENGTH: Fy = 60.000 PSI THE BUILDING SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER. IF THE SITE PREPARATION REQUIREMENTS ARE NOT SPECIFIED BY A GEOTECHNICAL REPORT THE FOLLOWING PROCEDURES SHOULD BE USED AS A MINIMUM. WITHIN AN AREA A MINIMUM OF 5 FEET BEYOND THE BUILDING LIMITS, EXCAVATE MINIMUM OF 4" OF EXISTING SOIL. REMOVE ALL ORGANICS, PAVEMENT, ROOTS, DEBRIS AND OTHERWISE UNSUITABLE MATERIAL. THE SURFACE OF THE EXPOSED SUBGRADE SHALL BE INSPECTED FOR POCKETS OF SOFT OR UNSUITABLE MATERIAL. EXCAVATE UNSUITABLE SOIL AS DIRECTED BY THE GEOTECHNICAL ENGINEERITESTING AGENCY. FILL ALL EXCAVATED AREAS WITH APPROVED CONTROLLED FILL. PLACE IN LIFTS AND COMPACT TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY ON THE MODIFIED PROCTOR TEST. ALL CONTROLLED FILL MATERIAL SHALL BE A SELECT GRANULAR MATERIAL FREE FROM ALL ORGANICS OR OTHERWISE DELETERIOUS MATERIAL. PROVIDE FIELD DENSITY TESTS FOR EACH 2O00 P.S.F. OF BUILDING AREA FOR EACH LIFT OF CONTROLLED FILL. NOTM- 1. STAPLES NOT PERMrTTED 2. DRYWALL NAILS SHALL CONFORM TO ASTM C 5% 3. SIDING APPLIED TO 5W NET WOOD SHTG, ISW WOOD STRUCTURAL PANEL OR 11r PARTIICLEBOARD SHIM 4. CORROSION RESISTANT NAILS SPACED 8' O.C. AT EDGES 8 8' O.C. AT INTERMEDIATE SUPPORTS. NAILS SHALL HAVE A MIN EDGE DISTANCE OF 3W 5. SIDING APPLIED TO STUDS SPACED 18' O.C. MAX. 8. SIDING APPLIED DIRECTLY TO STUDS SPACE W O.C. MAX. 7. USE ANNULAR OR SPIRAL THREAD NAILS FOR COMBINATION SUBFLOOR/UNDERLAYMENT (SINGLE FLOOR) 6. NAIL MUST BE OF SUFFICIENT LENGTH TO ACCOMMODATE THKMESS OF SIDING AND SHTG. IF USED, AND ALLOW MIN. STUD PENETRATION OF 110 9. FOR 1' WOOD STRUCTURAL PANELS,120 O.C. INTERMEDIATE NAILING SHALL BE PERMITTED. TABLE R302.6 DWELLING -GARAGE SEPARATION 1. ROOF WOOD TRUSS SYSTEMS SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT THE FOLLOWING LOADS: A. ROOF TRUSS GRAVITY LOADING CASE TOP CHORD LOADING: LIVE LOAD: 20 PSF (ON THE HORIZONTAL PROJECTION) DEAD LOAD: 25 PSF (ON THE SURFACE AREA) FOR ASPHALT SHINGLES 35 PSI (ON SURFACE AREA) FOR CEMENT OR CLAY TILE BOTTOM CHORD LOADING: ATTIC LIVE LOAD: 10 PSF ATTIC LIVE LOAD WITH STORAGE: 30 PSF DEAD LOAD (FOR 11T CD GYPSUM):5 PSF FOR 1/2" CD GYPSUM B. ROOF TRUSS WIND LOADING CASE TRUSSES ARE TO BE DESIGNED FOR WIND LOADING AS SHOWN ON DESIGN ANALYSIS, UPLIFT SHALL DEDUCT 2/3 OF DEAD LOADS. 2. WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE LATEST EDITION OF THE "NDS" NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ANSI/AF&PA AND THE NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION "ANSVTPI". 3. WOOD MATERIALS SHALL BE SOUTHERN PINE, DOUGLAS FIR OR LARCH AND SHA BE KILN DRIED AND USED AT 19% MAXIMUM MOISTURE CONTENT. PROVIDE GRADE NO.2 OR BETTER REQUIRED TO SATISFY STRESS REQUIREMENTS. 4. CONNECTOR PLATES SHALL BE NOT LESS THAN 0.036 INCHES (20 GAUGE) IN COATED THICKNESS, SHALL MEET OR EXCEED ASTM A653 GRADE 33 OR HIGHER AND SHALL BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A-525 (COATING G60). 5. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY AND PERMANENT BRACING AS REQUIRED FOR SAFE ERECTION AND PERFORMANCE OF THE TRUSS. THE GUIDELINES SET FORTH BY THE TRUSS PLATE INSTITUTION PUBLICATION "HIB-91, COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES" SHALL BE A MINIMUM REQUIREMENT. 6. TRUSS MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, DRILLED NOR OTHERWISE ALTERED IN ANY WAY WITHOUT THE WRITTEN APPROVAL OF THE TRUSS MANUFACTURER'S ENGINEER. 7. SUBMIT COMPLETE SHOP DRAWING FOR ALL WOOD TRUSSES SHOWING MEMBER SIZES, SPAN, DIMENSIONS, CHORD PITCH, LOADING AND REACTIONS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. 8. IF THE NET UPLIFT FORCES SHOWN ON THE FINAL ENGINEERED TRUSS CALCULATIONS ARE GREATER THAN THE CAPACITY OF THE SPECIFIED CONNECTC THE CONTRACTOR SHALL SUPPLY CONNECTORS TO MEET THOSE UPLIFT FORCES A MINIMUM. TYPE MODEL# MANUFACTUREUPLIFT CAP. FASTENERS A H2.5A SIMPSON 545# 10 - 8d B H5 SIMPSON 455# 8 - 8d C H10S SIMPSON 1010# 16 - 8"1 1/2" D H14 SIMPSON 1350# 12 - 8dX 1 1/20 13-8d E H10A 2 SIMPSON 1080# 9- W 1 1/2" F LTS SIMPSON 74M 12 -10d G MTS SIMPSON 10" 14 -10d H SP1 SIMPSON 585# 10 -10d 1 SP2 SIMPSON 1065# 12 -10d J DSP SIMPSON 7&W 8 -10d K (1)FGTR SIMPSON 5000# 18 SDS 114" X 3" 21 /20 X 5" TITEN L (2)FGTR SIMPSON 9400# 36 SDS 1/40 X 3" 41/2" X 5" TITEN M HETA20 SIMPSON 1810# 9 -10DX 1 1/20 N HETA24 SIMPSON 1810# 9 -10DX 1 1/20 NOTES: USP CONNECTORS MAY BE SUBSTITUTED IF THEY MEET OR EXCEED THE UPLIFT VALUES SHOWN. CONNECTOR SCHEDULE TABLE IS BASED ON LATEST SIMPSON CATALOG, FOR SP #2 FLORIDA APPROVAL 10456.2 10456.2 10"6.5 10446.5 10"6.5 10456.7 13872.14 10456.10 10456.10 10456.1 11473.2 11473.2 11473.3 11473.3 R703.3.2Fasteners. Exterior wall coverings shall be securely fastened with aluminum, ggalvanized stainless steel or rust -preventative coated nails in accordance wlfh Table F 703.3(1) or with other Approved corrosion -resistant fasteners in accordance with the wall covering manuracturer 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 R703.7.2 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, PROVIDED THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1) R703.7.2.1 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 PROVIDED 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 NON WATER- ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. R703.7.4 APPLICATION EACH COAT SHALL BE KEPT IN A MOIST 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 X1.4.2 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. TABLE R905.2.6.1 CLASSIFICATION OF ASPHALT SHINGLES Maximum Basic Wind Speed, Vult, From Figure R301.2(4) Vasd as determined in accordance with Section R301.2.1.3 ASTM D 158 ASTMI D3161 110 85 D GorH DorF 116 90 D G or H D or F 129 100 G or H D or F 142 110 G or H F 155 1 120 G or H F 168 130 H F 181 140 H F 194 150 H F REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) RNNDI 88CA3 HppUMAN IMPACT ILNO SDS INDIVIDUAL GLAZED AZLELDPASEEgASSTM INCLUDINGEEQ LASS MIRROR IR OF IN HAZARDOUS 6 CFR LOCATIONRT S SUCH THOSE CATEGY OR I Of� CATEGORY II AS INDICATED IN TABLE R308.3. EST1E1XCEPLHO�N�S: yy���p GL UgE �N RE p 2. L8UVERGEDg�WINLLDOgWESACA�NND I�pEALEO�USIgEpSE SHIACLLOO��q�SPAND ,Ql�l�fl♦N F�SIS$ANT LOCATIONS SALL COMPANY WITH ANSI Z97.1-14 R30THE HAZARDOUS IN SWINGING DOORSREXCEPTCJALOUSIESRDONUYS wL101CHAl10CNS FOR 30THE 2PURPOSE 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 POSITION 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 LOCATIONS 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 HORTIZONTALLY 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 INDOOR 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 HOR71ZONALLY 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 HORTIZONALLY 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 OR 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 POSITION 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 R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZSING 36 INCHES f 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 OTHE 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 HORTIZONAL (WITHIN 45 DEGREES OF HORTIZONTAL 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, COMPLYING 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. 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 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 AN 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). ALL PLYWOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AMERICAN PLYWOOD ASSOCIATION (APA) SPECIFICATIONS. ALL ROOF PANEL SHEATHING SHALL BE 15/32" (1/2" NOM.) EXPOSURE-1 APA RATED SHEATHING. SUITABLE EDGE SUPPORT SHALL BE PROVIDED BY USE OF PANEL CLI OR BLOCKING BETWEEN FRAMING. SEE NAILING SCHEDULE. NOTE 4" O.C. NAILING PATTERN WITHIN 48" OF ALL ROOF EDGES, RIDGES AND HIPS. OVER 1/2" NOMINAL PLYWOOD, USE 10d NAILS. INSTALL ALL PLYWOOD SHEATHING WITH THE LONG DIMENSION OF THE PANEL ACROSS SUPPORTS AND WITH THE PANEL CONTINUOUS OVER TWO OR MORE SPANS. STAGGER PANEL END JOINTS. ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES UNLESS OTHERWISE RECOMMENDED BY THE SHEATHING MANUFACTURER. ALL NAILING SHALL BE CAREFULLY DRIVEN AND NOT OVERDRIVEN. THE USE OF STAPLES ARE PROHIBITED. GARAGE/ DWELLING PENETRATION PER FBC-R 2020 7TH EDITION (302): MIN. 20 MINUTE RATED SOLID CORE DOOR BETWEEN GARAGE AND RESIDENCE. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILING SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MIN. RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE DWELLING/GARAGE SEPARATION PER TABLE R302.6. SEE PLAN SPECIFIC UL LISTING IF NEEDED CONNECTION FASTENER BAND JOIST TO SILL OR TOP PLATE, TOE NAIL 12d JOIST TO BAND JOIST, FACE NAIL 16d JOIST TO SILL OR GIRDER, TOE NAIL 12d COMMON BRIDGING TO JOIST, TOE NAIL EACH END 12d COMMON LEDGER STRIP 16d COMMON SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d COMMON TOP OR SOLE PLATE TO STUD, END NAIL 16d COMMON STUD TO SOLE PLATE, TOE NAIL 8d COMMON DOUBLED STUDS, FACE NAIL 10d COMMON DOUBLED TOP PLATES, FACE NAIL 10d COMMON TOP PLATES, LAP & INTERSECTIONS, FACE NAIL CONTINUOUS HEADER, TWO PIECES 16d COMMON CLG. JOISTS TO PLATE, TOE NAIL 12d COMMON CONTINUOUS HEADER TO STUD, TOE NAIL 12d COMMON CLG. JOISTS, LAPS OVER PARTITIONS, FACE NAIL CLG. JOISTS TO PARALLEL RAFTERS, FACE NAIL RAFTER TO PLATE, TOE NAIL 12d COMMON 1" BRACE TO EACH STUD & PLATE, FACE NAIL 8d COMMON 1 X 8 OR LESS SHTG TO EACH BEARING, FACE NAIL 8d COMMON OVER 1 X 8 SHTG. TO EACH BEARING, FACE NAIL 8d COMMON BUILT-UP CORNER STUDS 16d COMMON BUILT-UP GIRDER & BEAMS, OF THREE MEMBERS 20d COMMON STUDS TO SOLE PLATE, END NAIL 16d COMMON TOP PLATE TO TRUSS OR FLOOR JOIST (PERPENDICULAR) 16d COMMON TOP PLATE TO TRUSS OR FLOOR JOIST (PARALLEL) 16d COMMON 2" X 6" SUB FASCIA 10d COMMON WOOD STRUCTURAL PANEL SUBFLOORING NUMBER OR SPACING 12" O.C. 3 2 3 0 EACH JOIST 16" O.C. 2 4 24" O.C. 16" O.C. 2-16d OR 3-1 Od COMMON 16" O.C. ALONG EACH EDGE 3 4-1 Od COMMON 3-16d OR 4-1 Od COMMON 3 2 2 3 16" O.C. (3) ROWS, 12" O.C. STAGGERED 2 EACH END 2 EACH STUD 2 EACH STUD (3) PER TRUSS TAIL 2020 FBC RESIDENTIAL SECTION R703.4 FLASHING APPROVED CORRISION 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 CORROSION RESISTANT FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL F*SH OR TO THE WATER RESISTANT BARRIER COMPLYING 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 INSTRUECTIONS. WHERE FLASHING INSTRUCTIONS ORDETAILSARE NOT G PROVIDEDHING SHALLI BE SHALL ORNSLOPED IN SUCH AI MAONNER EXTERIOR IOTO DIRECOTJ WATDER DOOR RTHHEESURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTANT BARRIER FOR SUBSEQUENT DRAINAGE OPENINGS USING PAN FLASHING SHALL BE INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES MORE OF THE FOLLOWING. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL 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 COPINGS 3. UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL COPINGS 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 2020 FBC RESIDENTIAL SECTION R704 SOFFITS R704.1 WIND RESISTANCE OF SOFFITS SOFFITSANDANDHR301A2(3)CFOR WALLS USING AN EFEECTIIVE RESISTING WIND IOE 0 SQUARECFEIED IN TABLES R704.2 SOFFIT INSTALLATION SOFFIT INSTALLATION SHALL COMPLY WITH SECTIONS 704.2.1, R704.2.2, R704.2.3 AND R704.2.4 R704.2.1 VINYL SOFFIT PANELS VINYL SOFFIT PANELS SHALL BE INSTALLED USING FASTENERS SPECIFIED BY THE MANUFACTUR AND SHALL BE FASTENED AT BOTH ENDS TO A SUPPORTING COMPONENT SUAS AS A NAILING STRIP, FASCIA, OR SUBFASCIA COMPONENT IN ACCORDANCE WITH FIGURE R704,2,1. WHERE THE UNSUPPOTED SPAN OF SOFFIT PANELS ISGREATER THAN 12 INCHES, INTERMEDIATE NAILING STRIPS SHALL BE PROVIDED IN ACCORDANCE WITH FIGURER704.2.2 UNLESS A LARGER SPAN IS PERMITTED IN ACCORDANCE WITH THE MANUFACTURERS ORIDUCT APPROVAL SPECIFICATION. VINYL SOFFIT PANELS SHALL BE INSTALLED IN IN ACCORDANCE WITH THE MANUFACTURERS PRODUCTAPPROVAL SPECIFICATIONS AND LIMITATIONS OF USE. FASCIA COVERS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS PRODUCT APPROVAL SPECIFICATION AND LIMITATIONS OF USE. R704.2.2 FIBER -CEMENT SOFFIT PANELS FIBER -CEMENT SOFFIT PANELS SHALL BE A MINIMUM OF 1 /4" INCH THICK AND SHALL COMPLY WITH THE REQUIREMENTS OF ASTM C1186. TYPE 1. MINIMUM GRADE III OR ISO 8336, CATEGORY A, MINIMUM CLASS 2. PANEL JOINTS SHALL OCCUR OVER FRAMING OR OVER WOOD STRUCTURAL PANEL SHEATHING. SOFFIT PANELS SHALL BE INSTALLED WITH SPANS AND FASTENERS IN ACCORDANCE WITH THE MANUFACTURERS PRODUCT APPROVAL SPECIFICATION AND LIMITATIONS OF USE. R704.2.3 HARDBOARD SOFFIT PANELS WHERE THE DESIGN WIND PRESSURE IS 30 psf OR LESS, SOFFIT PANELS SHALL BE A MINIMUM OF 7.16 INCH IN THICKNESS AND SHALL BE FASTENED TO FRAMING OR NAILING STRIPS WITH 2-1/2"XO.113" SIDING NAILS SPACED NOT MORE THAN 6 INCHES ON CENTER AT PANEL EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. WHERE THE DESIGN WIND PRESSURE IS GREATER THAN 30 psf, HARDBOARD SOFFIT PANELS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS PRODUCT APPROVAL SPECIFICATION AND LIMITATIONS OF USE. R704.2.4 WOOD STRUCTURAL PANEL SOFFIT PRESCRIPTIVE ALTERNATIVE WOOD STRUCTURAL PANEL SOFFIT PANELS ARE PERMITTED TO BE INSTALLED IN ACCORDANCE WITH TABLE 704.2.4 15W, 1/2", 7/16" 8d COMMON 6" O.C. EDGES & 12" O.C. INTERMEDIATE 19/320, 3/4" 8d COMMON 6" O.C. EDGES & 12" O.C. INTERMEDIATE 1", 1 1/8" 10d COMMON 6" O.C. EDGES & 12" O.C. INTERMEDIATE WOOD STRUCTURAL PANEL ROOF & WALL SHTG. 8d COMMON WALLS 1/2" OR LESS 8d RINSHANK ROOF 4" O.C. EDGES & 6" O.C. INTERMEDIATE 19W - 314" 10d COMMON WALLS 1Od RINSHANK ROOF 4" O.C. EDGES & 6" O.C. INTERMEDIATE HARDBOARD LAP SIDING OVER SHEATHING 8d CORROSION RESISTANT 6" O.C. AT EDGES & 12" O.C. OR PER PRODUCT APPROVALS W/MIN. SHANK DIAMETER OF 0.092" AT INTERMEDIATE AND MIN. HD. DIAMETER OF 0.225" STRUCTURAL LUMBER : 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 OSB 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 SPECI ICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI 1 1-2007, BCSI UNTLLEAgTEED RWOVODDE�SH,gA�LL NOT BE IN DIRECT CONTACT WITH ECON�C�RpETPE..gSEEAST PLATES ALL EXTERIOROFRAME WAgESR4HALL0CAT1I SS OTFINISH W07y8"N STUCCO FThPSH PER �� C 2 PLY LLAL�ES WL BEp S�UCC 2 LAYERS9 36/8''PTH VEACH. R3RD /LAYET&L1 PjCfHNIRS 7/8" OVER METAL LATH. FIRST 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 Fy = 36 Ksi ROUND METAL P0E : ASTM A53, GRADE B F = 35 Ksi SQUARE METAL TUBING ASTM A500, GRADVB Fy = 46Ksi HIGH STRENGTH BOLTS ASTM A325 MACHINE BOLTS : GALVANIZED ASTM A307 SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. NAILS SHALL CONSIST QF : 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 COATING 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, JOIST 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.O. 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" 1 1,4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 DRYWALL SCREWS p AT 1S2C"REO.C..�FOR SWALLS. ALL ENDS AND CERDEGESS O,gFC NWAGLLgBAEONR�DSSHALL EDGES ItJ �/�I ALEAPPLICATION)0 SHUALPONTES6,�'M MOAT MIFIWSUPPOIRT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE '3" THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE-USEDONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT 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. ,0........ .?� STANDARD HIP & RIDGE CUT FROM METRIC THREE TAB SHINGLES � PREVAILING 5--\ WIND DIRECTION STANDARD MANSARD OR NORMAL WIND AREAS HIGH WIND AREAS 77 0o 5" EXPOSURE SHINGLE NAILING NOTES: ALL NAILS MUST PENETRATE AT LEAST 3/4" INTO THE WOOD ROOF DECK. NAIL SHINGLES WITH 11 OR 12 GAUGE GALVANIZED NAILS WITH 3/8" DIAMETER HEADS - 6 REQUIRED (AS SHOWN IN "HIGH WIND AREAS") ROOF -TO -WALL FLASHING NOTES: 4" X 5" ANGLE FLASHING - 26 GAUGE GALVANIZED METAL, RUBBER VALLEY FLASHING OR 12" WIDE - 26 GAUGE GALVANIZED METAL WITH SHINGLES OVER THE TOP. MATERIAL SPECIFICATIONS: UNDERLAYMENT SHALL CONFORM TO ASTM D226, TYPE I OR ASTM 4869, TYPE I. ENING FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH FBC R905.2.8 ASPHALT SHINGLES SHALL COMPLY TO ASTM D225 OR ASTM D3462. VALLEY LINER UNDERLAYMEN 2" -6" MIN. -EXTRA NAIL ASPHALT PLASTIC CEMENT CLIP CORNER ROOF SHINGLE & FLASHING INSTALLATION SPECS - FLASHING TAPE POLYSTYRENE MITER COVER FLASHING TAPE NOTE: AN ADDITIONAL ROW OF TAPE IS WINDOW FLANGE NEEDED IF THE TAPE IS TOO NARROW TO COVER ALL EXPOSED NAILS IN THE NAILING FLANGE. POLYSTYRENE MITER COVER WINDOW FLASHING NOTES: STEP #1 CAULK WINDOW OPENING EDGE PRIOR TO SETTING WINDOW. STEP #2 HOUSEWRAP TAPED TO FLANGE BOTTOM. STEP #3 CUT HOUSEWRAP DIRECTLY ABOVE NAILING FLANGE & OVERSIZE CUT 6" BOTH SIDES OF WINDOW FLANGE. STEP #4 COVER OPEN NAILING FLANGE MITER W/RED HOUSEWRAP TAPE. STEP #5 INSTALL FLASHING TAPE 2 SIDES WITH TOP OF TAPE FLASHED UNDER HOUSEWRAP. WINDOW FLASHING DETAIL NOT TO SCALE NOT TO SCALE WINDOW FLANGE WINDOW WINDOW FLANGE FLASHING TAPE 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 -I 1 11 1 1 1 III I I I 1_ 11 1- L' _ I I I ifli I I I i 11 11 - 1 1 1 _1 ---_1 I_ _ I 1 I.L. ELECTRICAL, 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 PLUMBING NOTES: MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON BATHROOM PLUMBING FIXTURE HEIGHTS: ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS. SHOWER HEAD 77" ABV. SHOWER F.F. ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET ORSINKS), GARAGEAND AT SHOWER VALVE 46" ABV. SHOWER F.F , EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER GFI CIRCUIT. AFI„ CIRCUIT. TUB/SHOWER HEAD TUB/SHOWER VALVE 80„ 30 A.F.F. A.F.F. ALL ELECTRICAL OUTLETS IN BEDROOMS & FIXTURES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER. TUB/SHOWER SPOUT 22" A.F.F. 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 NO.26 GAUGE SHEET OR OTHER APPROVED MATERIALS AND SHALL HAVE NO OPENINGS INTO THE GARAGE (FBC 6TH EDITION 2017 R309) FLORIDA STATUTE 471 ONLY REQUIRES ENGINEERING ON RESIDENTIAL IF THE COST OF THE INDIVIDUAL PLUMBING ELECTRICAL OR MECHANICAL IS OVER $125,000 OR IS OVER 250 FIXTURE UNITS PLUMBING, OVER 600 AMPS ELECTRICAL AND 15 TONS OR OVER MECHANICAL. FBC BUILDING CHAPTER 1 (105.3.1.2) PLUMBING: ALL PLUMBING FIXTURE LOCATIONS ARE TO BE DETERMINED BY THE PLUMBING CONTRACTOR. IN ACCORDANCE WITH CHAPTER 471.003 (2) OF THE FLORIDA ADMINSTRATION CODE, PLUMBING SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE SYSTEMS DRAWN HEREON ARE BASED UPON THE HOMEOWNERS/CONTRACTORS REQUIREMENTS. ALL FIXTURE LOCATIONS MUST BE VERIFIED FROM FLOOR PLAN AND IS THE RESPONSIBILITY OF PLUMBING CONTRACTOR TO PLACE FIXTURES IN CORRECT LOCATION. PLUMBING DRAIN LAYOUT WILL BE DETERMINED IN FIELD BY CONTRACTOR. 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. MECHANICAL: CONDENSATE LINES SHALL DISCHARGE AT LEAST 12" AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. TAP `t OUTSIDE WATER TAP 2020 FMC, TH 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 ADMINSTRATION 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. a LOCATE AND CONNEC- TO EXISTING SEWER NOTES: UNLESS OTHERWISE 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 EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE 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 NATIONAL ELECTRIC CODE, LATEST EDITION, BY LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C. 2014 SYMBOL 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 6 220 V RECEPTICLE IN DUPLEX OUTLET IN FLOOR 16 110 V QUAD lbwp 110 V QUAD WATERPROOF OUTLET 0 RECESSED INCANDESCENT -0- LIGHT FIXTURE - WALL OR CEILING (TYP) + EXHAUST BATH FAN 110 V 50 CFM'S EXHAUST FAN/LIGHT COMBINATION ® FLOURESCENT FIXTURE 4b FLOOD LAMPS VANTITY LIGHT GD PUSH BUTTON FOR GARAGE OPENER S&D SMOKE /FIRE DETECTOR/ALARM c&u SMOKE/CARBON MONOXIDE DETECTOR - COMBO © CARBON MONOXIDE DETECTOR CEILING FAN ONLY CEILING FAN /LIGHT FAN W/L DISCONNECT ELECTRICAL METER ELECTRICAL PANEL 2' -ri-ju lvi-011V ILT LiA l uu ] ELECj / 'ICAL