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Home My WebLink About7680 Sail Clover Ln99 99 0 2554E3 01 -DARWIN i E HOMES, '•ice"' �V ♦ 1 i. � � y � � m^S 12602 TELECOM DRIVE, TAMPA, FL 33637 Te1: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -rwRpn� BUUMyN��CODE, RESIDE mil, ABV. ABOVE LAV. LAVATORY DATE DESCRUMON D/OM DID SET ISSUED ARCHITECTURAL SHEET DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 f TEL: (813) 740-9720 FAX: (813) 740-9715 CVMON (4{WV) -ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 'CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B 'BASIC WIND SPEED - VDR=160 MPH Vesd=124 MPH :EXPOSURE EXPOSURE - C RESIDENCE - .2-STORY RESIDENCE - YAX. HEIGHT AS PER LOCAL AND STATE CODES TIONING MUM LUMINOUS AD ADCONDITIONING ADS ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR MANUFACTURER MUM BAD BOARD GE NUN. METMINAL THRESHOLD GL CENTER NE MTn. MOUNTED CLG. CEILING N S. NOT TO SCALE CLR. CLEAR OC. ONCENIER C ONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON GT CERAMIC TILE PH PHONE D. DRYER PLY. PLATE DBL. DOUBLE PLYWD PLYWOOD D.O. DUAL GLAZED PR PAIR DuM . nIAETER P.T. PRESSURE TREATED DIM. DIMENSION R RISER OWal 2020 FDC UPDATE PG Cl-COVER PAGE PG GN-GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AIA—DETAILS PG A2-SECOND FLOOR PLAN PG A3H-ELEVATION 'H' FRONT & REAR PG A4H-ELEVATION 'H' LEFT & RIGHT PG El —FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN 03/8341 UPDATED TO MEET TAMPA STANDARDS O3/O4%I COMPLETED 8'•0' CLG NEIGFITB FOR 1ST AND 2ND FLOOR DISP. DISPOSAL. RAD, RADIUS DP. DEEP RA. O. RETURN AIR GRILL �17°R US. PG Pl—PLUMBING PLAN PG DI CALC.'S STATE OF FLORIDA PROFESSIONAL ARCHITECT: S .FT. D� POUT RIM.' BROOM DTI. DETAIL RO. ROUGH OPENING D W. DISHWASHER S.C. SOLID COPE EXTDR PG D2-DETAILLS S PG D3-DETAILS IST FLR LIVMG 110 So. FT. ROLAND A. ABOUCHACRA AR No. 93723 2ND FLR LIVMCs I'm SQ. FT. TOTAL LIVM6 I,J61 SQ. FT. GARAGE 410 SQ. FT. ENTRY 43 50. FT. EA. EACH S.D. SMOKE DETECTOR ELEV. aLEVA BONS,H SINGLE HUNG EQ. EQUAL sHT. SHEET EXIT EXHAUST SHTHG SHEATHING EXT. EXTERIOR SHWR SHOWER F.0/FX. FIXEDGIASS Sim SIMILAR F.G. FDELGAS SL. SLIDING PG D4—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 TOTAL 2,414 Sa FT. SXIO FATIO 60. FT. FIN. FINISH SL. GL. SLIDINGGLASS FIN FLOOR STD. STANDARD FLUOR FLUORESCENT SWS SHEAR WALL FR DR. FRENCH DOOR SECTION FTCFOOTING TEMP. TEMPEREDGLASS PG WA5-WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS Tel: (407) 774-6078 GA. GAUGE THK. THICK GAR DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB Fax: (407) 774-4078 IRON UFA� TCIRCUR T.os: TToro LAB O.F.I. INTERRUPTER GL. GLASS TIP. TYPICAL STRUCTURAL. SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.lA—DETAILS PG S1.113-DETAILS GYP. BD, GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE ME HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WAS13ER IHNsu°Rf�` INSULATION wn. WITH DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR will WINDOW W,1. WROUGHT IRON PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG 92—FIRST FLOOR LIFT BEAM PLAN AND NOTES IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.lA—DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S2.2A—SAFE LOAD TABLES PG S3—FLOOR FRAMING PLAN PG S3.IA—DETAILS PG S3.113—DETAILS PG S4—SECOND FLOOR DECK PLAN CLARIFICATION. PG S4.2—SECOND FLOOR DOWEL PLAN AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S5.lA—SAFE LOAD TABLES PG 96—ROOF FRAMING PLAN PG SNl—DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE PG SD —SOFFIT DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE D WING SET. 1441 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA #: 0003326 w F goo r O StmDIV. de LOT ABBOTT PARK LOT #5 BLK. #13 PROJECT# 04181.000-05131 MODEL 2554-E301- "DARWIN" GARAGE SWING - RIGHT PAGE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SiTE WORK i. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Et. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6, COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION 11302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN, RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFIOAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH Y2" AMAFLEX, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - IL"FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD, R302.7. EXTERIOR CEILWGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD 15 TO BE SECURED TO THE FRAMING MEMBERS WITH i 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS), CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFrtS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA N: 0003325 � O QR 3 f N8 SVHDIV. & LOT ABBOTT PARK LOT #5 BLK. #13 PROJECT* 04181.000-05131 MODELc 2554- E301- "DARWIN" GARAGE SWING: RIGHT PAGE: GENERAL NOTES 160 MPH M. C PRINT OB 14 21 DATE: / / SCALE: 1/4"=1'-O" SHEET Ilk GN C DBL. TOP PLATE 0 in )AR - DETAIL ASCALE: I/2'•i'-0' THE CLEAR SPACE BETWEEN 1 1/2" THE HANDRAIL AND THE WALL MIN j SHALL BE NO LESS THAN 1 1/2' HANDRAIL • 36' AS PER FBCR R311.1.8.2 Ul/ 2X4 RE-INFJRC� NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF Ii't 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 16018.1 / F.B.G. 2020 HANDRAIL DETAIL C SCALE: 3/4 • I'-0' t 3/4' 2ND FIN. FLR. 8'-0' BRG. NGT. PRE-ENG'D (2) LAYERS OF 3/4' FLOORIN6 SYSTEM PLYWOOD OR (2) LAYERS OF (SEE FLOOR 3/4' SUB FLOOR MATERIAL FRAMING SHEET) RIPS FOR SOLID NAILING 3/4' T60 SUB FLOOR GLUED � SCREWED PER FASTENER SCHEDULE C QC STAIR —A— IF, • 152' 14 TREADS • 10'+ P NOSNG _ FRAME OUT FOR PLATE Q TOP OF STAIRS \ = 0 \ IN, ST�AI�R, RISERS TO CONFORI TO Fec RE9IDENrlAl �rH Eo. camam) \ � F Q MIN TREAD-P MAX RISER•1 \ I' MAX. jp J AWMAX VARIATION IN RISE3R& RIADS ADJACENT TO ENCLOSED ACCESSIBLE SPACE \ 10 OSING N. U `3 EACH OTTER 3/8' MAX UNDER STAIRS SMALL NAVE WALLS, \ - VARIATION IN ANY RISER/MAD HANDRAIL CIRCULAR CROSS UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE \ jl SECTION DIA. TO ISE 1 1/4' •-V4' ENCLOSED SIDE WITH V2' GYPSUM \ OR PROVIDE EQUIVALENT GRASPASILITY WNDER&- MN. 6' BOARD. POOR U"* \ WIDE • NARROW END MIN 11' \ WIDTH • 12' FROM NARROW END 34' MIN HANDRAIL W.T. P WD R \ \ (3) 2x12 S.YP. \ (4) STRINGERS \ 2x4 RE-INFORCING • EA. 2 X 12 STRINGER \ 0'-O' FIN. FLR 6.4 6A SECURE W/12d 6'-S' O.C. 10d MASONRY NAILS 2X4 P.T. SLEEPER INTO SLAB UMTHIN S' OF EACH END, 32' OC. MAX DETAIL �TLA!R B 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003326 y � w h q ti F � 99M $ a$ 79L78DIv & LOT: ABBOTT PARK LOT #5 BLK. #13 PROJECT# 04181.000-05131 MODELa 2554- E301- "DARWIN" GARAGE 91IING: RIGHT PAGE: DETAILS 160 MPH PRINT 06 14 2 DATE: � � 1 SCALE: 1 /4"=1'-0' SHEET Al oil:!: . . . . . . . . . . . al—w.m.ni'm o T. ^.o 'k. a III •'' � SECOND FLOOR PLAN SCALE. 1/4 - V-0* 1441 N - RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 14 o FD BIU13DIV. as L074 ABBOTT PARK LOT #5 BLK. #13 PROJECT# 04181.000-05131 MODEL: 2554-E301- "DARWIN" GARAGE 9WINO: RIGHT PAGE: SECOND FLOOR PLAN 160 MPH ft C mmmm*' PRINT 06/14/21 DATE: SCALE: 1/4"=V-0" SHEET A2 s BLDG�TT ------------- SHINGLE 12 ROOF 5� 4' RAISED BAND (TYP.) Il'-4' 2ND PLR. FYPON BKTIIXII OR EQUIVALENT o OF r r 4' RAISED v BAND (TYP.) 6' RAISED - BAND (TYP.) r •O' FIN. FLR FRONT ELEVATION-H SCALE, 1/4' • I'-V TEXTURED FINISH 11" � 5 OFF RIDGE PENT Il'-4' 2ND FLR BEG. HST.. 4' RAISED BAND(TYP-) S' RAISED BAND (TYP.) I , e'-4 3/4' 2ND FIN. Fq LR IST FLR. BRG. HST. OPT. COACH LIGHT 4' AREA OF ATTIC = 1469 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 1469/300 = 4.90 VENTILATION AREA X SQ. INCHES PER FT. (144) = 705.12 SQ. IN. MIN. REQUIRED VENTILATION = .SX 70SA2 IN UPPER PORTION OF ATTIC - 352.56 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 352.56 /115 TOTAL# OF VENTS REQUIRED = 3.06574 TOTAL# OFVENTS PROVIDED = 4 'AREA OF ATTIC ISTHE PERIMMER OF THE HOUSE, LESS THE OVERHANG ( EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) IA' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY- 4'a4' GALV. 'L'-TYPE PLAS14NG GET N ROOFNG CEMENT FIBERGLASS SHINGLES WANDERLAYMENT AS PER FSCR 2X6 GYP PT LEDGER W 808.1.L ROOF SHEATHING THICKNESS 1/2'xS' THREADED ADD 32' AS PER "ET SNL SECURED PER OC. 4 WTHN W OF EACH FASTENER SCHEDULE END MAX SET N SIMPSON GII"IP80N L8U-26 Hr.14 STRENGTH EXPDXI' RM. fP ! •VJ 6' MN MIMED. 2z6 6YP RAFTERS 001 PRE-ENG'D TRUSS (PER ELEV.) ROOF SLOPE PER -- ELEVATION 2X6 GYP LEDGER UU MR 1/16' 06B SHEATHING E THREADED ROD GUSSET TO BE SECURED TO 32 o � WITHIN 6' OF 2X6 MEMBERS W/ Sd NAILS H EACH MACH END MAX SET N 3. OL. • PERIMETER 1'-4' 8MP60N HIGFI STRENGTH SIMPSON LUS-26 W/ (4) IOd'. 2'-0• EXPDXY W MN EMBED. TO LEDGER AND (2) Imd'. CFNANEL FOR SOFFIT TO 2x6 "ST U U OVERHANG DETAIL A SCALE: 1/2 . I'dd' F-1 A d iv ENGNEERED WOOD TRLIWS • 24' O.C. SUBMIT SHOP DRAUMNG6 SEALED BY 9'-4 3/4' 2ND �, 3 `�' �' ''' I- 9'•4 3/4' 2ND PROFEBGIONAL ENGINEER FOR REVIEW ! PAN FLR4�- --- ----- ----- ---- -FIN.FLR AND COMMENTS 8'-0' 1ST FLR4, ,18'-0' IST FLR. TRUCI'L'TXTURWOODAL GHEArHNG SEE BRG�. Fi LT. - --- ----- ------------- -� B 2ND FLR T. b' R HLEVJ - — - - AOOFNG AND FLASHING W/ DRIP TRNN 6TRAP6.MD ANCOMM EDGE PER r'PFR WARNlANTM[ @ STIlNC1URAL REGUIREMENTS WRAP FASCIA WTH BREAK MET AL M'GT BOND �'0M 06 NIl1CTiML m 0_ b0, 2r4• WOOD FASCIA SEE S S H STIR CTURAL FOR FASTENERS VENTED 80F'PIT PER ATTIC CALC'S I!N THICK, 2 COAT CEMENT PLASTER 0'-PJ" FIN. FLR4, ,L0'-D' FIN. FLR. APPLIED DIRECTLY TO MASONRY _ _ — _ _ — — - — - — _ RAISED TRIM PER ELEVATIONS 2ND RR WINDOW PER PLAN R RAKE SOFFIT DETAIL .REAR ELEVATION-H +� SCALE, 1/2 - F-m' SCALE, 114' . I'-& TEXTURED FINISH 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774�78 FAX: 407-7744078 www.abdesigngroup.com AA k: 000332Ei y Pi Q o F C m A n SVHDIV. ao LrOT 14 ABBOTT PARK LOT #5 BLK. #13 PROJECT# 04181.000-05131 1RODEL4 2554- E301- "DARWIN" GARAGE 81111INO: RIGHT PAGE: FRONT & REAR ELEVATION" H" 160 MPH EXP. C Il'-4' 2ND FLR 9'-4 3/4' 2ND FIN. V-0' IST FLRA BRG. NGT 0'-0' FIN. FLR, I�S LEFT ELEVATION-H SCALE: 1/4' . I'-0' TEXTURED FINISH oFFRIDGE � VENT OFF RIDGE 11'-4' 2ND FLR BRG�HGT fE DOWN FYF'ON XIT OR ✓ALENT ,V-4 3/4' 2ND FIN. FLR S'-0' IST FLR ERG. HGT. 0'-0' F'IN. FLR. I1'-4'2ND FLR, VENT 1I'-4' 2ND FLR BRG. HGr. - i'_0• BRG. HGT. FRAME DOLLN FOR FYF'ON DIGTIIXIT OR EWIVALENT I 4B 9'-4 3/4' 2ND --------------- II '-'----------� ,�9'-4 3/4' 2ND FIN. FLR$ ---- ------'--------------- FIN.F� 8'-0' ISTFLR B' IST 8 _ _ _ — - — - 8— 0 IST FLR _ BRG. FIG .T� - -------------------------------------- BRG. HGT. I I � II 0'-0' FIN. FLR II I I 0'-0' FIN. FUR. RIGHT ELEVATION-H SCALE: 1/4' . I'-V TEXTURED FINISH JUN 1 1441 N, RONALD REAGANJBLVVDLONGWOOD, FL3275PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.co AA #: 0003326 Li Q Q M1 a mm SL7HDIV. ac L.OT ABBOTT PARK LOT #5 BLK. #13 PROJECT# 04181.000-05131 MODEL 2554-E301- "DARWIN" GARAGE 9WING: RIGHT PAGE: LEFT & RIGHT LEVATION "H" 160 PH EXP. C h 12021 PRINT DATE: OB 14 21 SCALE: 1/4"=1'-0" SHEET A4 H ELECTRICAL LEGEND SYM. I DESCRIPTION d! SWITCH -4 Y SWITCH Y SWITCH PTANDARD ER SWITCH Im BUTTON ONNECT i MOBTAT -8 NVGLE RECEPTACLE (125v/20-AMP IN POLE) 10V DUPLEX RECEPTACLE 1OV DUPLEX RECEPTACLE (EQUIPPED WITH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET ,RED TO SWITCH) � EXTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT NTERUPTER) 10V QUAOPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR OUNTED) 20V RECEPTACLE (4 WIRE ONNECTOR) -Q EDICATED RECEPTACLE U4LL MOUNTED LIGHT FILING MOUNTED LIGHT V� DANT LIGHT LOOD LIGHT L SCONCE PRE -WIRE NT FAN WITH LIGHT (I CFM PER 80. FT,) � BULB LIGHT FIXTURE mnn BULB LIGHT FIXTURE noOnon BULB LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN ER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) ® 'x4' FLUORESCENT LIGHT (SURFACE OUNT) 'x4' FLUORESCENT LIGHT (RECESSED) • x saparACE— O GE86 LIGHT • (EBB LIGHT (VAPOR PROOF) FILING MOUNTED LIGHT WITH J-BOX OPT. FAN LEGTRICAL PANEL (FIELD VERIFY LOCATION) I-Q -BOX (WALL MOUNTED) ® -BOX (CEILING MOUNTED) EILttJG MOUNTED FAN � T FAN (I CFM PER BQ. FT.) 4 HONE JACK � DETECTOR (WALL MOUNTED) Q DETECTOR (CEILING MOUNTED) ® 1CAiQ5ON RdFORM DETECTOR CEILING MOUNTED) HIMES ® D TV JACK •mac' PORT • LOCATION OF T77Acla7RWNE OUTLETS 4 FAN TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR BUT EDITION C2020) 4 NEC 210.12 201L EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • WI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MIW3 FBCR Tth EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCIR Nth ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LGGHTING MUST BE ENEIR GY EFFICIENT TYPE PER FBG. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, Tth PATIO �~ DIIVING ROOM D GFI WP i A/C El 4'-3- 4 -8' O " - - - - - - - - - - III GREAT -- ,,M T a� IEN L L _ ROOM ,SWITCH IN /� I CABINET /PRE -WIRED _ L L CLG FAN I 1 — D L _ "L a/CO\ ® OPT- PAN. I V - - - GFI � PWDR.I I ' 42 • 42• 42' WH O -- ' DASEQ. REQ. AS R 1 PE4, FOR PER SLOG. `\� O 2ND FL. GARAGE CODE i I DOOR I I \ I � i I� KEYLESS IL GARAGE FIXTURE I El L GDA. PREWIRE I IYER ONLY OR a�' I L C IRRIGATION GFI OUTLET - - • 48' AFF. FOR CHIMES ENTRY L wP I CFIEll-------------------- . OPT. COACH .�- LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' G I'-0' FOR VENT OR MICRO I � 1 I � I I I LED LIGHTING C PEDESTAL SINK METER FIELD POWDER ROOM VERIFY LOC. PROVIDE 3R/0 CU, THIN . 1% OU IN 2• CONDUIT OR 3 4/0 AL, THM . FB OU IN 2' C74DUIT OR 2/0 AL SER (CONDUIT TO TERMINATE ABOVE BOWT • OVNWAN&J 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE I50 AMP DISCONNECT SWITCH AND 120/240 VOLT GENERAL NOTES. M ELECTRIC METER IN I PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE PMLO ANEL COMPON COMPLY WITH ELECTRICAL PRSICNS OF THE FTSCR ITH EDITION C22M LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. n B. ALL CONDUCTORS SHALL BE TYPE THHN/T'HWN UNLESS I NOTED OTHERWISE. POWER COMPA TRANSFORMER PROVIDE 150 AMP, 00/240 VOLT, I PHASE SECON DAIEK ELECTRICAL SERVICE. PROVIDE 3 9 COPPER OPR (CU) IN 1-IA" DIA SCHEDULE S0 PVC CONDUIT OR PROVIDE 3 VD ALUMINUM (AU IN 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO FWD. TELEPFIQE SERVICE CABLE TELEVISION ENTRANCE bMtV E ENTRANCE 110041ENT EN2WM4 ENT I INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 -4 CU SERVICE GROUND CONVECTED TO CONCRETE ENCASED ROOTER STEEL PER ELECTRICAL PROVISIONS OF THE RSCR ITH EDrciON r2020) WS" DIA X B FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003326 h T4 .y. qp C 0 m N n ABBOTT PARK LOT #5 BLK. #13 PROJECT* 04181.000-05131 MODEL• 2554-E301- ' DARWIN" GARAGE 8VrnmNQ: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C FIRST FLOOR PLUMBING PLAN SCALE 1/4 • P-0' 2' VTR `1 1/2' IR 1' 11-1 1/2' I TUB/ 12I SARI wo 2'VR 3, I � 1/2' 13 LAV +— IIR' 2' VTR 11/2 `�T1,511/2' I(.�I Q p11/2' KITCHEN SINK W/ AUTO VENT PLUMBING RISER TO SECOND FLOOR PLUMBING PLAN SCAM 1/4 - P-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 J V L.° ps 3 m n a BVHDIV. ee LOT ABBOTT PARK LOT #5 BLK. #13 PROJECT# 04181.000-05131 MODEL& 2554- E301- "DARWIN" GARAGE OWING: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C 17 DATE: 06/14/21 SCALE: 1/4"=1'-0" SHEET P1 IF 1 2X4 TOP PLATE PLAN PRE-FA15 TRUSS • CORER READ I/V CLG. BOARD U2- TWIGC 7 COAT •' CPR! m FORTLAND GlM9'T STRUCTURAL FOR FL,YTSR AFTLaID NOTE: STUDS IN 5' DIA. SLEEVE, HAGO•RY Tc 2.6 RT. RD TO PILL PARTITIONS SUPPORTING DO NOT CUT Any PER 1/2' DRYWALL WALL HUNG PLUMBING REBAR ��.x�ra •w. PRODUCT APPROYAL Rom. 1441 N. RONALD REAGAN BLVD FIXTURES AND WALL PIPE SEALANT L PH: 407--77746078 CABINETS SHALL BE NOT °A°`"• '�wT FAX: 407-7744078 BOND BEAM DO NOT GUT r Fvt •L•1N raR a e Lou MOULOM $R ALL LESS THAN 2x4, WHERE SOLID GROUT THE BOND av ALL vrww.abdesigngroup.com BY 2x4 WOOD SPACED NOT MORE (1)_ •g BEAM �' a'* 1 °D aALv. $TUL DOORrw".) AA M: 0003325 SECUATE�To SAD STUDS •24• THAN I6' O.G. OR NOT C2) COURaoE - REBARS � ► MT PLATE W/ od MASpVRY 01C• LESS THAN 2x6, WHERE -- wow JAMB PER NAIL • 32' oa. SPACED NOT MORE AL REG. VERTICAL TRH MAX THAN 24' O.G. �,�t�ua• To I•LID eT o� TRAM sRAa:eT• R12M . SLAB a' ^R0O1CT aFPRova.Rem. FIN. FLR 2A PIPE THROUGH BOND BEAM 2B GAS LINE THRU BLOCK D1 SCALE: 3/4'FI'-0' �� 'CAL' • 3 GARAGE DOOR JAMBS 1 TYP. INT. WALL NON—BRG. D1 SCALE: 11/2'•1'-0' D1 SCALE, 3/4'•I'-0' FIBEFF*LAS6 SHINGLES FIBERGLASS SHINGLES 2X4 OFF 24' O.C. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR W5.1.1. FIBERGLASS SHINGLES AS PER FBCR 905.1.1, • EA END ROOF SHEATHING w h ss WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER FIBERGLASS, SHINGLE8 PER STRICTURAL DETAILS SHEET SDI. FIBEAS, PER FBCR 905.1.1. THICKNESS AS, PER AS PER FBCR 905.1.1. ROOF SHEATHING SHEET STE SECURED PER SECURED PER WITH UNDERLAYMENT ROOF SHEATHING THICKNESS AS PER FASTENER SCHEDULE FASTENER SCHEDULE THICKNESS AS, PER SHEET D STIFFBACK AT ALL UPRIGHTS SHEET SNI. SECURED SECURED PER PER STRUCTURAL DETAILS PER FASTENER 5/8' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE MTL. DRIP EDGE SCHEDULE OR 1/2'HIGH 9' PRE-ENG WD TRUSS e' 2x FASCIA PER STRENGTH CLG. 2x FASCIA PER MAX AX. ELEVATIONS NCE BOARD ELEVATIONS, O. �� ELEVATION PER ELEVATION VENTED SOFFIT STRUCTURAL VENTED SOFFITIOF Iff' BEE ENERGY CODE FORME WALL SHEATHING CONT. 2x RAT RUNET SECURED PER / g PRE-ENG TRUSS INSULATION R-VALUES PRE-'M THICKNESS AS PER STRUCTURAL DETAILS / WALL SHEATHING g REFERENCE STRUCTURAL SHEET SNI. SECURE PER SEE ENERGY GORE FORMS FOR THICKNESS AS PER a MTL. DRIP EDGE MTL. DRIP EDGE INSULATION R-VALUES FASTENER SCHEDULE SHEET SNI. SECURE PER m' PER ELEVATION ON SHEET SNI PER ELEVATION FASTENER SCHEDULE 2x FASCIA PER 2x FASCIA PER • TYP. ON SHEET SNI. ELEVATIONS O.H. ELEVATIONS TRUSS 5/8' GYPSUM BOARD OR I/2' VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT PRE- PLC HIGH NGT STREH CLG. BOARD PIE-ENG. GABLE TRUSSREED A WINDOW ATTACHMENT WEEP SCREED AS PER MANUFACTURES 2x P.T. SECURED PER of SPECIFICATIONS STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS FERENCE Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' O.C. 1/1' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING S' CMU CEMENT PLASTER APPLIED STRI1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY 1/2' THIC2 COAT K, /2' GYP•U�.• 50. S, CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. PCEMENT R WOOD BASE DIRECTLY TO MASONRY WOOD BASE APPLIED PLASTER LAS DIRECTLY TO MASONRY 0'-0' FIN. FLR 0'-0' FIN, FLR 0'-0' FIN. FLRrL ` 0'-0' FIN. FLR �— a' CMU , m ROOF SHEATHING THICKNESS IS ° • ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE '1-16 IN ENGINEERED PER ASGE 1-16 IN ACCORDANCE WITH FBCR 2020 ACCORDANCE WITH FBCR 2020 4° '1TH EDITION, SECTION R301.1.3 ?° NTH EDITION, SECTION R301.19 AND I(POSB.1. AND 1609.5.1. n W/ WINDOW OPENING TYP. WALL SECTION n W/ WINDOW OPENING TYP. WALL SECTION B " B NO OPENING NO OPENING NOTE: NOTE: SLJSDIv. do I.oT ABBOTT PARK LOT #5 BLK. #13 PROJECT# 04181.000-05131 MODEU 2554—E301— "DARWIN" GARAGE SWING: RIGHT PAGE: DETAILS MPH EXP. METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE a 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.r-m' UNDERLAYMENT IN ACCORDANCE D1 SCALE, 3/4'.r-m' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR WITH FBCR W5.1.1.1 OF THE FBCR 2020 -ITH EDITION IS 04 WHICH USES 2020 NTH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D486S TYPE III TYPE II OR ASTM 04869 TYPE III [7CFAj OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. PRINT 0814 21 DATE: / / SCALE: 1/4"=1'—O" SHEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FSCR 9m5.i.l. AS PER FBCR ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET ON]. SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. TWOS R —— PRE-ENG WD.TRUSS 24' OC. MAX. LEVATION 24' Or-, MAX. METAL DRIP EDGE� METAL GRIP EDGE BATT INSULATION 2x FASCIA PER ELEVATIONS REFER TO ENERGY CALCS FOR VALUES VENTED D o.H. 5/8' GYPSUM BOARD 2x FASCIA PER—/ ELEVATIONS SOFFIT TYP. OR 1/2' HIGH STRENGTH CLG. BOARD / VENTED) REFERENCE STRUCTURAL Ix2 FIRE -STOP SOFFIT '4.I INBUL. REFERENCE STRUCTURAL I I W J WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL N 3/4' T e G SUBFLOOR 1/2' THICK, 2 COAT E GLUED AND NAILED 1/2' THICK, 2 COATS PORTLAND CEMENT AS PER "LNG SCHEDULE PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY m R MASONRY IX2 FIRE -STOP LEVATION IX2 FIRE -STOP — SEE STRUCTURAL SEE STRUCTURAL— R LEVATION 5/&' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD LEVATION IX2 FIRE -STOP IX2 FIRE -STOP—"' R-4.1INSUL. � I � Q W WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/2' THICK, 2 COAT PORTLAND CEMENT Ix2 P.T.PURRING PLASTER APPLIED STRIPS 24' O.G. DIRECTLY TO e' cm MASONRY 1/2' GYP. WL. BD. WOOD BASE IX2 FIRE -STOP IX2 FIRE -STOP— 9 w W J w BATT INSULATION REFER TO ENERGY CALCS FOR VALUES 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP R-4.1 NSUL 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R LEVATION R LEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSUL. Ix2 P.T. FURRING STRIPS • 24' O.C. S' cm 1/2' GYP. ILL. BD. WOOD BASE a - m m a a ° 4. ^ 4 n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 3/4'"I'-C' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-77445078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003325 8 Ww 5 9 0 m 0 X C � BLTHDIV. de L.OT: ABBOTT PARK LOT #5 BLK. #13 PROJECT# 04181.000-05131 3i[ODELa 2554- E301- "DARWIN" GAPLAGE DWING: RIGHT PAGE: DETAILS 160 MPH A C AN 17 SCALE: 1/4"=1'-0" SHEET D2 TOR 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (0 V2' X VJ-DOLT W/ 4' MN EMBEDMENT W/ 2' X 2' X V8' WASHER 4 NUT OR W/ (2) IR' X 8' ANCHOR COLTS WU 4' MIN EMBEDMENT WV 2' X 2'XVe' WASHER 4 NUT m SECURE 2X4 Ic TO BLK W V4'TAPCONS 11/U' EMBED- e' OL- 4' END DIST- 1 1/2' EDGE DIET. m am& 2X6 GsAIRAGE DOOR STUCK SECURED m W/ (5)1/2' X e' J-COLT OR ANCHOR COLTS. W/ 4' MN EMBEDMENT, WV 2' X 2' X V6' WASHER 4 NUT. (1) WITHIN e' OF TOP. (1) WITHIN 8' OF THE STM, m (3) RWYI SPACED. m m RI NOTES. ALL ANCHORS SHALL BE N ACCORDANCE TO MANFACIURER'S INSTALLATION INSTRUCTIONS WERE eury e46-irfAe SANS rime 6T44WI6eNT 6' CMU V2' 1'X4' P.T. DOOR DOOR L 1.4 P.T. OR S/4'X4' MN SECURE THRU FRAME 4 EXTEND 1.1/4' INTOEl NAILER BLOCK W/ 3/16' TAPCONS (MN SHANG SIZE .141 CASNG MN HEAD SIZE 300 MIN EMBEDMENT 1-1/4' WITHIN V OF EACH END JAMB OR WINDOW 4 S' OL. MAX SPACING ATTACH TO 2X PER MANIFACTURL'S DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3/4" OR +5/4" A 1fINDOW TO BLACK +3/4" OR +5/4" 2X4, SECURE TO BLOCK WV 3/16' TAPCONS (MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WTHN W OF EACH END 4 W OG, MAX SPACING. 2)(6, SECURE TO BLOCK WK2) 3/16' TAPCONS (MN SHANK 81ZE .145 MIN HEAD SIZE 340 MN EMBEDMENT 1 1/4'1 WITHIN e' OF EACH END ®. CN'AJ 4 S' OG. MAX SPACING. - DRYWALL 2Xi. ® El I'X4' SECURE TO BLOCK P.T. NAILER WI(2) W*' TAPCONS DOOR CASING MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN e' OF EACH END 4 S' O):, MAX SPACE' DOOR JAMB OR WNDOW ATTACH TO 2X PER MANUFACTURER DETAILS. NOTE. SWIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLACK +1 GARAGE DOOR (2:)BUCK ATTACHMENT 3 k , WOW HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN V OF EACH END 4 W O.G. MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3/S' TAPCONS MN SHANK SIZE J45 MIN HEAD SIZE 300 MN EMBEDMENT I VI') WITHIN e' OF EACH END a' CN3U 4 S' Or- MAX SPACMifa. IR'DRYWALL 2X8, SECURE TO BLOCK ❑ PX4' WK2) 3/16' TAPCONS P.T. NAILER (MIN SHANK SIZE .HD 1/I6' OAD. X 4' MN MN HEAD 81ZE 3" MN EMBEDMENT I V4') DOOR CASING WITHIN VOF EACH END 4 S' OC. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS NOTE. BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +1 15/16" `�PiD�OIf TO HIACK +1 15/18" 2X4, SECURE TO BLOCK W/ 3/16'TAPCONS MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I V4') WTHN W OF EACH END 4 S' Or- MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6 m ON OUTSIDE 4 SECURED SECURE TO IxOCK THROUGH NON-STRUCTURAL WK2) 3/16' TAPCONS 3/6' TAPCON MN 1-1/4' (MN SHANK SIZE .146 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') UT14IN e' OF EACH END 6' CMU 4 S' O.G. MAX SPACING. IR' DRYWALL 2Xe, m ❑ SECURE TO BLOCK MX4' W02) W *' TAPGON6 P.T. NAILER (MN. 6"" SIZE Joe DOOR CASW A MN MEAD 614E 300 MN EMBEDMENT 1 V4') WITHIN e' OP EACH END 4 W O.C, MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 6141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 ^DOOR JAMB TO^BLOCK +2 1/4" MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 S' O.C. MAX SPACN6. 2X6. SECURE TO BLOCK WK2) 3A6' TAPCONB (MN SHANK SIZE 14a MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN a' OF EACH END e' cNMu 4 S' Or- MAX SPACING. 1/2' DRYWALL 2Xe. CM 8ECI TO BLOCK a I'X4' WK2) 3/S' TAPCON8 P.T. NAILER (MN SHANK SIZE .146 DOOR CASING MIN HEAD 614E 300 MN EMBEDMENT 1 1/4') WITHIN e' CP EACH END 4 S' Or -MAX SPAACNG. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURER DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLACK +3" E 2X4, 01111 SECURE TO BLOCK W/ 3/16' TAPCONS (MN SHAiG SIZE J4e MN HEAD SIZE 300 MN EMSEOrENT 1 1/49 WITHIN e' OF EACH END 4 S' O.C. MAX SPACING- NOTE, STRUCTURAL 2X MAT BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-6TRUCTURAL WK2) 3/16' TAPCONS 3M' TAPCON MN 1-1/4' MN SHANK S1ZE J45 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN e' OF EACH END 4 S' O.C. MAX SPACING. i- 1/2' DRYWALL 2XS, IJO El I'X4' SECURE TO BLOCK P.T. NAILER W N2) 3M' TAPCONS DOOR CASING MN SHANK SIZE.145 MN HEAD SIZE -%W MN EMBEDMENT 1 1/4') 21,10 2X SECURE TO STRUCTURAL WITHIN a' OF EACH END MEMBER WK2A2d WITHIN a' 4 S• O.C.CING MAX OF EACH END 4 6' TO VOr-MAX SPA DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, SHIM AS NEEDED TO PLUMB MANUFACTURER DETAILS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN a' OF EACH END 4 18' O.C. MAX 6PACING. 2X6, H210 SECURE TO BLOCK WK2) I/4' TAFCONB (MN SHANK SIZE J45 MIN HEAD SIZE 300 MN EMBEDMENT 1 1/41) WITHIN e' CP EACH END 4 ID'Or- MAX SPACING. 2Xe, SECURE TO BLOCK WK2) 1/4' TAPCONS (MN. 64AW SIZE Joe MN HEAD SIZE 3" MN EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 Is, OG: MAX SPACING. 8' CMU 14' DRYWALL I'X4' P.T. NAILER 1/16. 0.6.15, X 4' MR �- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3 7/18" /111INDD1/ TO HIACK +9 7/16" 2X4. 0111 SECURE TO BLOCK W/ V4' TAPCONS (MN GNAW, SIZE 345 MN HEAD SIZE 300 MN EMBEDMENT I V4.1 WITHIN 8' OF EACH END 4 W O.G. MAX SPACING. 2X6. SECURE TO BLOCK WK2) 1/4' TAPCONS (MN SHRANK 81ZE.WS MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 S' O.C. MAX SPACING. 2Xs. cm 6ECUE TO BLOCK W00) V4' TAPCONG MN SNMK SIZE .146 MN HEAD SIZE 300 MN EMBEDMENT I V49 WITHIN e' OP EACH END 4 S' O.C. MAX SPACING NOTE. STRUCTURAL 2X MAT BE ON OUTSIDE 4 SECURED TW ROUGH4 NON-STRUCTURAL 3/16' TAPCON MN 1-1/4' EMBEDMENT INTO BLOCK LA e' CMU 14- ORTUAALL ❑ I'X4' P.T. NAILER I' P.T. X 4' MN II�'{ DOOR CASING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,14') DOOR JAMB TO BLACK +3 DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 A y� UL U m h 11129 aUHDIV. de LAT ABBOTT PARK LOT #5 BLK. #13 PROJECT# 04181.000-05131 MODEIA 2554-E301- "DARWIN" GARAGE MI IMO: RIGHT PAGE: L1 DETAIL HE JUN 117 DATE: 06/14/21 SCALE: 1/4"=1'— 0" SHEET D PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31f2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. W000 CONNECTORS 2020 FBCR 8/31J2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021CR 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FB 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860,2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22J2023 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.1E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS &DOORS FIXED GLASS - 2020 FBCR 11/18J2022 17676.10 MI WINDOWS 8 DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31J2024 15353.4 MI WINDOWS &DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-B" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA•TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 12/31/2021 23956.4 THERMA•TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 30758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 DAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31f2023 19901.1 DAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12J31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR S/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT2020 FBCR 12/31/2023 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH:407-774.6078 FAX: 407-7744078 www.abdosigngroup.com \ AA #: 0003325 oil m W 9 F a S En PREFORMED CONTROL JOINT - FLANGE OF CONTROL. JOINTS Td BE WIRED TIED TO LATH - S' O.C. MAX (VERTA bill DO NOT FASTEN CONTROL JOINT TO WALL EV 1N IF STUD EXISTS BEYOND EXCEPT STAPLES UV !(,' LEG MAY BE USED TO TEMIP. SECURE CONTROL JOINT DU JNG INSTALLATION —� FASTENERS TO OE SPACED • I'Or- MAX VERTICALLY j' TMIM .S COAT CEMENT PLASTER Ulm LAYER 9, FCIRIPRBER OUILDING PAPER APPROVED METAL LATH FASTENED -T (VERV O.C. MAX AT SUPPORTS URB LAYER 9, STUCCO WRAP WOOD BHEATMING LATH SMALL NOT BE CONTNUOIUS e• TO s• v TO v TNROLINTS BNIM CONTROL \ n JOUT SMALL BE STOPPED AND H S TIED AT EACDE. PROVIDE 2X4 BLOCKING PER ASTM CI063 \ PLACED FLAT MAX 6' TO S' FROM CONTROL JOINT WdEI'M \ CONTftX JOINT FALL& ON IiA&TENER& FOR LATH TO BE NAILS OR\ i / &tIa1CTURAI. STUD STAPLE& IN COMPLIANCE UY A6TM C06$ r 1. DARE TIES TO BE (NO. i&) ®D415' WRE / 3. BLOCKING BMOIN MAY DE M ADDITION/ N TO WALL STUDS REQUIRED PypEpppREE EI'LAN 111IIIPM IfiE1R O"M" TYPE CONTROL JOINT OLroLO MWIO.R.A ®I'a•D OLPOLO-- PT. A L CIMASE - PT. B L ORTA4E . Pr. C OI POLD NWM . PT. A L ORILAM - In.8 FOLD 4Y ® L roLD IN9YO . R. A 7. CPWAM a Pr. 8 L CPEAM . Pr. C 4. POLO "T.O O.RR PT. 8 Tl.L PT. G TCU Hm BOTTOM tiANOE SORa RiB� BATER T— SEAL. FOLD. QQ Nm Gun. %' TMIC(, 3 COAT CEMENT PLAWER (RTNBA N' 7 COAT GmMIT PLASTER law APPROVED BUILDING WRAP SMALL Of LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WTH I DRTIBER SHEATHING TAPE / • nM. LAP . TErAL LATfI \ LATH VERTICAL LAP TO BE P n non —T I IT METAL LATH I WRB LAYER 4, STUCCO WRAP WRB LAYER 4, PORTIPIBIl \ BUILDING PAPER I PER LAP BCALE.IIR'.P•D' MM "T. LM, 4' OVER ALL LAP SIDE LAPS OF METAL PLASTER BASES SMALL BE SEGUED TO FRAM ING MEMBERS. THEY SMALL BE TIED BETWEEN SUPPORTS UTH 0,11 M. (UI-MM) WIRE AT INTERVALS NOT MORE THAN S' (27941M). AS PER ASTM CI063. ® KIC KO UT FM REPAIR OP TEAJIS IN Wall LAYERS, TEARS DETAIL MAY BE PATCHED PATCR WMOUSE WRAP TAPE PER MANUI. SPEC. OR PEEL 4 STICC BWLDECa PAPER (R.ANB aLY) y—Wm LAYER 9, $TUCCA URAP OWAM E OILT) LAP LAYIEM M MM DNR CRAP o m NAILMS )LAN9E, NOP OI�T) I S•A'N• R.Ars oR as elaaa1112MUaR ulLLxaeo. �0141J. FLAGNINS gRIO4aR R.A804 (SR OVAL) �tL —WTER TtlNT SEAL (000 at (l► .GLD.R DG NOr BIT) AT 80T�TOF RDOP . YYLL Nitftl[CTIOHS FASCIA REQUIRED TO MCURE PIPE/ WRE TO PRNSNG UM LAYER 4, POW PIBER BUILDING PAPER METAL LATH 6'X6'SELF-ADMERMG MEMBRANE PLASHING OVER 4'X4' SELF-ADMERMG M D15R NE FLASHING OVER APPROVED 4S14' SELL•-AAMERMG MRJ"1DRA1tE FLASIING OVER APPROVED HOUSE WRAP. PLA814MG TO EXTEND ONTO PIPE J' T141M 3 COAT CEMENT V CONT. DEAD OP SEALANT PLASTER INSTALL APPROVED MOUSEWRAI• AIR METAL LATH WILTRATION BARRIER OVER UlLAYER Q. FOR, SMEATMM6 m QER BUILDING PAPER ��;_ ELA&TOFERC CAATNG OVER STUI.G SMEATMING SECTION PER SECTION FJMrIOTINiI se of f tllaRO Exterior u ththePortland cement plaebr com ply mply with ASTM . C 926-1 requllamema of ASTM C 928-i8b. 1n 11 .of exl.ror l.theg and framing .hell —My whh ASTM C 1063-19a. or ASTM 1787. WOOD STUDS &MEATHINYA BUILDING PAPER e'nM LAP STUCCO a'LLA':I HORIZONTAL LATH & PAPER DETAIL 4'X4' SELF-ADMERMG MEMBRANE FLASHMG (COMPATIBLE L" FICJ6E WRAP MATERIALI OVER APPROVED HOUSE WRAP. P OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF—' SELF -ADHERING MEMBRANE FLASMMG ,STEP 01 WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 ' TAPE OVER ROOF/WALL SCREED rV __ 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING F (NAIL TO ROOF DECK NOT WALL SHEATHING) -- CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF ROOF PER ELEVATIONS O"L" FLASHING N.T.S. I PE ,T.5. M NETRATION DETAI LEGEND KELP-ADMERRNG MEMBRANE R-ASMMG OVER APPROVED HOUSE WRAP. RASHB'Y. M EXTEIJD ONTO PIPE CUT AND OVER. ONE sic* OF SELF-ADMERMG MEMERANE FLAS INIG DRAINAC;E PLANE (WRB LAYER "l STUCCO WRAP) WRB LAYER *2 (FORTIFIBER ......— BUILDING PAPER) METAL LATH x—x—x—x STUCCO 1� WOOD OR 111611 ZIP WALL SHEATHING; SELF-ADHESIVE FLASHINCx — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 MEN y p� V al U F-W (7m� C Q m L�Av] tv R BUDDIV. & L074 ABBOTT PARK LOT #5 BLK. #13 PROJECT# 04181.000-05131 MODEU 2554—E301— "DARWIN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 2PH EXR C INSTALL 6' SELF -ADHERING MEMBR rLASHMG OVER TOP, SIDE(8) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEWENCE OF FLASHING TO BE, I' X' I. BOTTOM. 2. SIDES. 9. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE I ' TOOLED SO AS TO DEFLECT 1 WATER AWAY FROM JOINTS. ' X�. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i X JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL BIDES, A CAULKING • JOINT ALL AROUND PER SECTION R703.7 Exterior Wiling and plesterina Exterior use of Portland cement plaster BACKER ROD shall comply with the application requirements of ASTM C 926-18b. X: Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, I or ASTM 1787. WRB LAYER 01,i � x' _. STUCCO WRAP ; HOODED VENT THICK 3 COAT CEMENT PLASTER METAL LATH WRS LAYER 4, FORTIFISER BUILDING PAPER WOOD SHEATHING. DRYER VENT (FRAME) r SHEATHING IFIBER ING PAPER careTucnoN �—METAL LATH a' Cm VINYL CASING BEAD W RAISED SAND K' TO k' MID -WALL n�ao aresen 6' WDE STRIP SELF ADHESIVE PLASHING, CLEAN MASONRY BEPORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS-) BUILDING PAPEI UNDER 'QUICK FLA& ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WR5 LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFISER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ya' TO 76' MID -WALL WEEP SCREED SELF-ADHESIVE FLASHING WOOD FRAMED r — — — WALL F RIZONTAL WEEP SCREED ( FRAME TO FRAME A VENT PENETRATION SCALE: N.T.S. AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I —ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON 77 BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION UIRB LAYER 01, STUCCO WRAP WOOD SHEATH HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT-PROvfDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING LAYER h, STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH WOOD 1/9' TEXTURED -PINISN CONSTRUCTION • WOOD FASTEN TO WOOD STRUCTURAL { MEMBER • 1' O.C. MAX a' CMU 11 TO Xj' AID -WALL E1 M sn — L� 6' WIDE STRIP SELF ADHESIVE FLA614IMG, CLEAN „w MASONRY BEFORE APPLYING FINISH • MASONRY (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK.) 5TE F #3 8' WRB LAYER sl, STUCCO WRAP WR5 LAYER *I, STUCCO WRAP APPLY MIN SEMBRANE 9 ' GRADE 'D' FELT FLA MEMBRANE FLASHING ® OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #(o (9) ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 m AAA 3 11 Q g e ski\ J BUBDIV. as LOT ABBOTT PARK LOT #5 BLK. #13 PROJECT* 04181.000-05131 MODEL: 2554—E301— "DARWIN" GARAGE BMMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPHEXPAw 712021 PRINT 08 14 21 DATE: / / SCALE: 1/4"=1'-0" SHEET T�T dd A2 WOOD —� CONSTRUCTION %' HAT CHANNEL Lift' TYPE 'X' DRYWALL WOOD SHEATHING WIRE, LAYER -1, STUCCO WRAP i' THICK 3 COAT CEMENT PLASTER WRB LAYER'I,_j( STUCCO WRAP �v NO GAP INFIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nSCALE, DTL. ® CANT. I I/2'•I'-0' WRB LAYER'(, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER i' THICK 3 COAT CEMENT PLASTER 6' OAF. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 6' SELF-ADHEREING FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW \ s WRB LAYER 7, ss STUCCO WRAP ' W RIS LAYER R, FORTIFIBER m I BUILDING PAPER —6' SELF-ADHEREMG FLASHING WRAPPED • CORNER OF CANTILEVER n2�,, 4'POSITIVE DRAIN wgw acs NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.11 / A5TM C-641-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD S/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD L 11D DRIP EDGE INSTALLATION W/TEXTURED 4 PANTED FINISH i' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE BARRIER 02 i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OP SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE BARRIER '4 i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD FRAMEC WALL "4LOOR DECKMG PRE-ENG'D TRAS PLASTERTHIOK 3 COAT METAL LATN— WOOD SHEAT14M (OHMN POR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) v V GAP FOR BACKER EXTERIOR C•RAOE ROD 4 SEALANT — DRY WALL I' THICK 3 COAT CEMENT VINYL CASING BEAD •LASTER VINYL GORIER BEAD WATER PROOFING lot VINYL CASING BEAD LAYER (2 LAYER PEE 4 STICK) 10 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3.26 GA GALV, METAL DRIP EDGE PEEL 4 STICK) SET IN FULL BED OF 6' PEEL 4 SEALANT, )j' MN. STICK DRIP SPACE PROM DRIP EDGE TO FACE TO TREX DECK Ya' GAP FOR BACKER I MAI i'i P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL CASING BEAD WATER PROOFING Mt (LEATHER RESISTIVE LAYER (2 LAYER PEEL t BARRIER '1 STICK) WRAPPED FROM - WEATHER RESISTIVE BALCONY DECK TO BARRIER -2 CANTILEVER ...'s•uw"". 6' PEEL 4 STICK • t DECK MEMBRANE, K DRIP EDGE T24' EXTEND OVER DRIP SUS F EDGE ® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF 1 Yj'XI'. OR 8IMULAT SEALANT, ij'MIN. WOOD) FILLER SPACE FROM DRIP CONT FACE TO TREX Ys' GABACKE VINYL CASING BEAD RODLANT I lot (2 LAYERPEELK) LAYER fTER 21 LA�YEIw. R PEELR STICK) WIRAPPED FROI'M3/4 RNT BALCONY DECK TO NAT CEL iILEVER TWII 3 COAT CEMENT PLASTER METAL LATH....� . WOOD SHEATHING W/TEXTURE0 4 PAINTED DAItllIER 4 FINISH WEATHER RE PLASTER 3 COAT CEMENT 4�IER -2 t VINYL CORNER BEAD u= a MEE VINYL CASING ISNO GAP M MELD (fiWOIN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 2LU'MN SHEATHING FATHER RESISTIVE AR��RIER , BATHER RESISTIVE ARRIER Q SAF. -EEL 4 STr-< I )4'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT IN X 3' 26 GA GALV, METAL DRIP EDGE SET IN FULL BED OF SEALANT, V MIN. SPACE FROM DRIP FACE TO TREX r \PEEL 4 STICK 7 ®SUD FLooR I K'XI }j' P.T. OR SIMULATED WOOD (TREX) FILLER, CONTINUOUS Y4 GAP FOR SEALANT OPT. BACKER ROD. MODIFIED w 3/4 RESILIENT 14AT CHANNEL VINYL CASING BEAD S/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT / PLASTER WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER Q EXTERIOR COLUMN COLUMN SHEATHING 6' SAF. �11&'x3' 'L' FLABFIMG 'FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,X' MIN. SPACE FROM DRIP WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN WEEP SCREED LEGEND DRAINAGE PLANE (WRB LAYER 1*1, STUCCO WRAP) WRB LAYER *2 (FORTIFI5ER BUILDING PAPER) METAL LATH STUCCO WOOD OR 1116' ZIP WALL SHEATHING; SELF-ADHESIVE FLASHING VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE, NTS WOOD SHEATHING Zx FRAMING MEMBER i' THICK 3 COAT CEMENT PLASTER 21/2' CaImIEBiziga FASTENED TO SHEATHING ` • T O.C. MAX. C ' CAis`•' h i1' UAQB LAYER M, STUCCO WRAP �s WOOD SHEATHING METAL LATH WRB LAYER -2, FORTIFISER BUILDING PAPER SPENER BEAD ® FRAME k 2 1/2 • k CORNER BEAD (FASTENER 4 SPACING * 71' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER\ METAL LATH Ij' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING , DRIP CAP WINDOW FLANGE WRB LAY( BUILDING METAL LL i' THICK, PLASTER WSELF-, FLASHINk DRIP C, WINDOW , 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) x—x—x—X SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER I@, FORTIFIBER BUILDING PAPER ' METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL327W PH: 407-774-6078 FAK 407-7744078 www.abdesigngmup.com AA N: 0003325 8 b lu s qmn D EFL7HDm AO LoT: ABBOTT PARK LOT #5 BLK. #13 [PROJECT# 04181.000-05131 MODEIr 2554- E301- "DARWIN" GARAGE S1TI/INO: RIGHT PAGE: WALL ASSEMBLY DETAILS v. 169,UH E .,C 17 PRINT 14 08 21 DATE: / / SCALE: 1/4"=1'- 0" SHEET W.A3 .10 WOOD SHEATHING —� WRB LAYER 01, STUCCO WRAP WRB LAYER 02, PORTIFIBER BUILDING PAPER METAL LATH I ;' THICK, 3 COAT CEMENT PLASTER FLASHING VINYL ANGLED CASING BEAD — DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER 01, STUCCO WRAP WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH J" THICK, 3 COAT CEMENT PLASTER Ys' GAP TYP CASING BEAD IX TRIM MEMBER TO TRIM ® STUCCO TO SIDING TRANSITION SIDING WRB LAYER h, STUCCO WRAP 1' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFISER BUILDING PAPER WOOD SHEATHING WRB LAYER h, STUCCO WRAP \ -- CA�j°�IeB BEAD E 6' SELF-ADHEREING FLASHING OR PEEL t STICK SIDING TO STUCCO i 8 CASING BEAD (CROSS SECTION) VINYL ANGLED ` tlalcn°N \l— CASING BEAD WOOD SHEATHING WEATHER RESISTIVE WRB LAYER 02, FORTIFIBER ' DARRIER 9 BUILDING PAPER ; WEATHER ARR�SteTIVe METAL LATH .�j; lXX�"14* LA e1DMG /�� \ eFL�MGIERING PLASTER 3 COAT CEMENt i RASHNIS MG s \ RESISTIVE BARRIER M \ \ RWEATHER ESISTIVE STARTER WIMP\ \ 6'SELF-ADHERING J I BARRIER \ FLASHING •, �' GAF�A�eHLlnis�l$RING ;sF \ METAL GALvb M-4 METAL _ � 'Z' FLAMWING -1-1 WINDOW FLANGE ' CASING BEAD ® WINDOW 15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH — WRB LAYER M, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER r BUILDING PAPER WRB LAYER "I, a' 7HIGK 3 GOAT CEMENT STUCCO WRAP PLASTER ; WRB LAYER e2, FORTIF15ER VINYL ANGLED i BUILDING PAPER CASING BEAD VINYL CASING i METAL LATH THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD CP RAISED 17A BAND (FRAME)__ SCALE: I I/2'. I'-o •z• I'LASHRNG WOOD TRIM Is it ... ` Coo— / UI�OD`RM MEMBER dAP I OR APPROVED T SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN, 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONeTRJGTION —` BEYOND WOOD SHEATHING WEATHER RE818TIVE—� BARRIER 9 WEATHER RESISTIVE BARRIER 4 9L' X ' LAP Slom _ AL FLASHING GELF-ADHERIIJG —� STARTER STRIP— FLAS4MADNER — WEATHER BARRIER WEATHER CARRIER SIDING TO STUCCO �a ® FRAME TO FRAME 19 TRANSITION i-- 6LHERMG AGWNrx WEATHER RESISTIVE BARRIER N TO LAP \ V MIN. ABOVE TOP ` OF 'z' FLASHMG �-WEAri$R Rl:eletlVE 6ARlIER'I `1— WEATHER IM61871VE BARRIER'? RESISTIVE (IBLE PVO 11m) 1�aelenvE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH / a WINDOW FRAME �,../ ,._.....�....__...._... WRB LAYER 1'2, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY SEALANT WINDOW FRAME Y4' GAP TYP CASING BEAD TO WINDOW J' THICK, 3 COAT CEMENT PLASTER METAL LATH WIRE, LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER "I, STUCCO WRAP 6' WIDE PEEL t STICK OVER FLANGE WINDOW FLANGE 2X FRAMING E-Z BEAD VINYL CASING (W1% FLEXIBLE PVC BACKER ROD) MEMBER APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP - EZ BEAD WINDOW CASING, 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 8 E o — � I 0 9 R $ n H J BU13DIV. Ae LOT: ABBOTT PARK LOT #5 BLK. #13 PROJECT* 04181.000-05131 MODELa 2554—E301— "DARWIN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 PH EXP. C If PRINT DATE: 08 14 21 SCALE: 1/4"=1'-0" SHEET WA4 CARE�311 ULD BE TAKEN IN KEEPING THE VENT PROPERLY 4-,WAND 1V ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NAIL IN PLACE SHOWN IN 4' GALVANIZED USING 1-11C NAIIS AT EACH OORNER. ROOFING CEMENT SHOLRD BE APPLIED TO ALL SHINGLE EDGES NEAR THE OUTER EDGE ANDARWND THE ENDRE PERIMETER AS CUT WT GOOSENECK VENT OPENING IN THE ROOF REOOM.IENDED IN SEVERE KPATHER COASTAL SHEATHING..IZETHECPENINGINAOCORDVICEVATHTHE CONSTRUCPWZONES. CHART SHONN.INTHEEVENTAWE MCALVENTFANIS USED, SIZE THE VENT OPENNG INACODRDARM MTH FAN MANUFACTURE'S PIPING CW NECnON INSVENT CTONS W NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTRNG THE DO NO. OP�ENINQG IN THE ROOF. REMOVE INTERFERING SHINGLE NNLS PAOUND THE PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING, SLIDE THE TOP AND SIDE FLANGES OF nIE VENT LP AND UNDER MVENT FLANGES TO LAYW THINOlE OFTINEWTMGLES. THE TOP OF THE SHINGLES. FFF ROOF HOOD VENT DETAIL 11 HITS TEMPORARILY — POLD-UP A SECURE FIOU6EUAL4P !OR cur wousEt~ TUCK RA" UDER) AT 4b' ANI" AL MEAD 1' MODFRED •I' CUT Ty N HOU ERAP LINK OF WINDOW OPaF'BI FOLD HOUBEYRAP I N AT I A S,ILI APPROVED HOUeERRAP OVER SMEATHNG OVER -� WD STUD WALL SLOPE ILL. RD. TO EXTERIOR STEP 1 STEP 2 INSTALL S' SELF-ADIEP NG FLA&AWS OVER VINYL WEAD <:.....; .. FLASHING fW TN LSD DAMS) NAILING FLANGE INSTALL SELF-ADNERNG `4 • N EXTEND 6LLF-APARFUIS NAILNM FLANSE AT E iG R.A914M V MN JA'IE6 INSTALL VINYL CAP EXTEND PLASHING MN 11 MLOG SILL FLEXIBLE P,ABHNG 00 NOT .CAL BOTTOM INN STEP 6 ALION MAGI UV INT. EDGE OF SILL OW. MEDYNICA-LY PAOT04 FAKED EOGE6. (CAP NAILS, STAPLES) INSTALL DUPMT PLDG~ AS Tri FLASHING AT TE FOLD Hou6EURAP DOUN . TAPE DIMON& CUT 4 A01106111, MEAD OF WSDaU PLUMBING VENT DETAILS SCALE, NiT— LPPLY •►' NOK- WNTNIX" BEAD X SEALANT AT IAT06 AND HCAD w `PLY TO DAOC OF AMDOW NAILN6 LAMM N LW W/ nC-PWCHED TOLES OR SLOTS. "TALL S,• WDE ADIEGIVE - BACKED FLEXIBLE PLASHING MATERIAL OVER DRIP CAP JOINT(PROTECTO-URA" 01.2 a EDAv) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 1� (FULL WRAP) SCALE: NTS STEP 4 VALLEY CEMERLINE SS' MDEVALLEYFLASHINS IO FASTNERSMTHN 5W OR HEAVIER FELT e'OFCENTERLINE TRA F IN UNDERLAYMENT ENDOFSHINGLE II ND END SHINGLE ASPHALT ROOFING I AT (EAST 13' BEYOND /� VALLEV CENTERLINE CEME T 1' CLIPPED OFF CORNER AT 45 DEGREE LSHNGLES TRIMMED r BACK FROM VALLEY CENTERLINE L IT ro TIE CONTACTORS, RESPONGIBILTY TO VERIFY ROOF VALLEY DETAIL TWO CORAP, SEALANTS ONLIT'r OF ALLPRADUCT6 N HOUSE 'A SEALANTS4S PRDDHERM )ON° 6CALE. NT6 ILABHNS MATERIALS, USED DURING CONSTIWTIOK 2. INSTALL ALL MATERIALS PER MANWACn=Rb WRTTEN 6PECIFICATIONS SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. CLEAN AND SEAL JAMB TO SILL JOINT$ WITH DOW IFES FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK CrQTE1 REPAIR BCHEME 6HIOIW BHALL EIE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL NmRIOR PERIMETER OF WINDOW WITH SEALANT APPLY 081 WU (O BGUAL)SEALANT . WSDOWR.TU JOINT. MAD AFPLIED ILAS14M ILAIOO U41TS-SEAL RI OR EOUAL), SLOPE GILL TO EX -- L IT ro THE CONTACTORS RESPON PRODUCTS TO VERIFY M ANT6 4 6ELFTY OF ALL PRODUCI6 ATINA S UMD O R t 0ONADICTION P.AeHNG MATERIALS USED DURNS CONS,TR)CTIDi 2. FLAGNNS AT EXTERIOR WN0016 AND DOOR OFIENN66 $HALL SE INSTALLED N ACCORDANCE U2TH MANIFACTURER'$ NOTALLATIM NSTRICTION6 AND APPROVED METHOD U OF FBC R103A LI N ACCORDANCE WTH FENESTRATION MANIIFACTIARRro NOTALLATION AND FLASHING IFDTRUCTION6. RIANNIN& GEALANT6 MAY REACT ADVERSELY IF NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NT6 1441 N. RONALD REAGAN BLVD FLONGWOOD765 PH: 407-7.78 FAX: 407-7744078 www,abdesigngroup.com AA 8: 0003325 �m i' J O 0 m 0 StmDIv. & TAT: ABBOTT PARK LOT #5 BLK. #13 PROJECT* 04181.000-05131 MODEL.• 2554-E301- "DARWIN" GARAGE SITING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPILAQU. C 17 SCALE: 1/4"=1'—O" SHEET WA5 �I VS' TEXTURED FINISH a WOOD, ` 1/2' TEXTURED x ----i --- - 2x6 SUB-BANb FINISH • CMU x x x f W/I'x4' NOTCH ® y. METAL LATH x x x x x END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP WOOD SHEATHING x x x x x x ` OR cm WRB LAYER 01, x x x x x x DRIP EDGE 1�� STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x WRB LAYER 12, FORTIFIBER x x x x x x x x x x x x x 8' I/8: </8' TEXTURED I FINISH g WOOD I �� 1/2' TEXTURED 2X6 sue eANO ;T ---- BUILDING PAPER (FRAME ONLY) ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU FELT PAPER x x x x x x x x x x a FINISH 0 CMU / �� DRIP EDGE x x x x x x x x x x DRIP EDGE a ) METAL FASCIA \� METAL KICK OUT x x x x x x x x x x x x REFERENCE POINT i ! WRAP Ye' FROMONLY ©PL /4N g OR WALL OFF STUCCO, 1' FROM SET oFFCOMPONENTS) a WOOD WALL EXTERIOR WALL METAL FLASHING, WRAPPED (FRAME OR CMU) MIN. Y4' ABOVE BOTTOM OF DRIP EDGE `\\ NOTE: NOTCH FOR 2X(o \ SUB BAND ONLY ROOF KICK OUT REMOVED 2x SUB -BAND FOR CLARITY W/Vx4' NOTCH A END, WRAPPED IN \ \\ \ ROOF DECK (BEYOND) PEEL 4 STICK 77 -ROOF CEMENT tv 'DRIP\\` EDGE, I' OFF WALL ROOF EDGE \ (NOT INTO STUCCO) OMITTED FOR \\ I ` CLARITY \ �71/8' TEXTURED FINISH \\\�� WOOD, 1/2' TEXTURED SUB BAND DETAIL 0 WALL \ FINISH * CMU 2.6 SUB -BAND W/I'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK ®E L E U,4 T f ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PL,4N A PRE-ENG'D TRUSS TO BE CUT 49 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND WM'x4' NOTCH Q END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL Qi) WALL W/KIC K—OUT FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/116'x4' NOTCH Q END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003328 m a 8 A x o F 3 $ a fABBOTT tmDIV. a LOT: PARK LOT #5 BLK. #13 PROJECT# 04181.000-05131 UODZLa 2554—E301— "DARWIN" GARAGE SVIWO: RIGHT PAGE: WALL ASSEMBLY DETAI 160 MPH dM.jCj 29'-B" 15'-0" 14'-8" 4'-4" 10'-8" 4'-3" 10'-5" 2'1" 10'-0" 2'4" TE-1 4" CONC. r` o a SLAB b m IF Na �I do FM-16xi8 — — — 3'-6" 11'4i" I m SLAB 1END m I TOP OF SLAB I� I w 4 U •� 0'-0" FIN. ELEV. xI w U to 1 111 4" PVC FIN. CONC. SLAB 1.1 1.1 11 CHASEI 11 LL) m Imo' II � I (LL11 II 2'-0" 27'-2" 1 UP TO 2ND FLOOR (FIELD VERIFY aq I i 1 EXACT LOCATION) � 8 I 11 1.1 1.1 CWC112xl2 II" m 'ry I 5 1 /2b7 F iv m <V I I 5 NU iW0 NI I U io I w a I FMC-16xl8 LL F I a #3 BARS I _ 7'-0" LONG F1-24X24 W/ 10" HOOK 8 0 18" O.C. 2 to I SIM. c (io ) IW �I Ii EXTENDI 11 p a; a. FM -1.1 1/2" L ,6xt8 ( ) Jk 4 4 ap 3'-0" 3'-5" L FM-i6x18 _ — 4 " FM- 4" CONC. . °' 12x18 I SLAB-31/2" q l— "cQi FM-12x18 12M 6 '-4" 6'1" '-4" 2'-0" 16'-01, 2'-8" 20'-8" 29'-6" FOUNDATION PLAN SCALE: 1/4" = T-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +.0'4', SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WTH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 1113INDICATES #5 BAR, DINDICATES 06 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", 06 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-18, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. I REMARKS 6 ll Wl,-1.4 OVER GENERAL 3 IQ" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK I WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12X18 17 CONTINUOUS 18" (2) #S's FM-16X18 16, CONTINUOUS 18" (2) #51s FMC-16xl8 16, CONTINUOUS 18" (2)#5's VARIES TE-1 8" SEE PLAN 8" (1)#5's CWC-12X12 12' CONTINUOUS 17, (2) W. (2) #5's F1-24x24 24" 24" 17' (2) #5's (2) #5's (-) 0'-8" BELOW 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdeslgngrou p.com L AA #: 0003328 a � gIMU S y A a� BUDDIV. & I.OT: ABBOTT PARK LOT #5 BLK. #13 PROJECT 04181.006-05131 HODEIa 2554- E301- "DARWIN" GARAGE 81IING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C 17 DATE: 06/14/21 SCALE: 1/4"=1'—O" SHEET sl IF 30" MIN. EACH WAY MONOLITHIC FOOTING c STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND CELL SEE PLAN FOR SIZE AND Q0- U SPACING REQUIREMENTS < d 0 I ¢� r SPACING REQUIREMENTS {{{{{ �- , lo, °r — GARAGE DOOR RECESS a0 W I a Q CORNER BARS, SAME SIZE AS LARGER BAR u) W 8+ W 0 N Z_ 8" CMU WALL 0 (0 O 8" CMU WALL IN FOUNDATION WITH 30" LEG EACH ! �.. WAY AT ALL CHANGES IN DIRECTIONS = WU N O i0 + 0'-0" I .• > SO THAT THE STEEL REINF. IS CONTINUOUS N M +- 0'-0" TOP OF SLAB TOP OF SLAB .I , MATCH AMOUNT OF CONTINUOUS BARS is CURB FOR MASONRY SEE SLAB SCHEDULE (AVARIES SEE SLAB SCHEDULE TOP OF GARAGE CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET '" Z;p, AT ELEV: BAR SIZE 48 BAR DIA. EXT. PORCH SLABCHAMFER (1-STORY).;W/ 1/2" ISOLATIONCHAMFER (2STORY) 18" (WHERE #4 24" WANDEARQUANTITY EXT. PORCH SLAB q" CHAMFER (1-STORY)JOINT 6" CHAMFER (2STORY) WHEN TRANSITIONSARE MADE FROM FOUNDATIONS HAVING APPLICABLE) Z SCHEDULE 3T. JO"ISOLATION °! "•---��—�"• EE SCHEDULE JOINT (WHERE -#5 DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST WxD, BAR SIZE APPLICABLE) Z 4 FOR WxD, BAR SIZE NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO , N AND BAR QUANTITY MONOLITHIC FOUNDATION RECESS AROUND GARAGE EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING CORNER BARS DETAIL DOOR OPENING 1 n 2 --- SCALE:3/4"=1'-0" @ GARAGE SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3l4"=1'-0' ? (1) #5 REBAR VERTICALLY W/ CONC. W POURED CELL LAP TOP PLATE A MIN. OF 48" Q B" CMU AND NAIL W/ 16d COMMON p m VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. OF WALL W/ PLAN I Q a #4 REBAR @24" O.C. @ CENTER OF LAP TO OCCUR OVER STUD W SLAB W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING O� Z Z W p a I WALL W/SYP O > 5' `r T CAPPED > NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ O;'� I GALVANIZED PIPE SECURED W/ 2- PART g SPACING. SINGLE BTM. PLATE 1/2'k5' WEDGE ANCHOR W/ 2' W/FLANGE @ BASE a EPDXY. MIN. EMBED I TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH Q 8", LINO PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC a^ b Q 0 FOLLOW ALL MANF. = SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX. U USE AND I BTM AND TOP PLATE 4' CONC. REINF. Wf ah IS FLANGE TO = m f- PREPARATION OF ANCHORS Wl 10d x 1 12" H, .8 6 x6' #10 WWM ON I a SLAB W/(4) 1/4" X 2 1/4" O HOLE. COMMON NAILS FILL ALL U S to 6-MIL POLY ETHYLENE Z HOLES, DO NOT USE 10d W W ,_0" VAPOR BARRIER ON TAPCONS O z 3" Q SEE SLAB SCHEDULE WELL-COMPACTED x j all CLEAN FILL TERMITE O} Q TREATMENT SHALL BE . Q TOP OF SLAB jI 5 u BORA-CARE I I 4" CHAMFER (1STORY) -� f (2) CONT. #4 REBAR e fi" CHAMFER (2-STORY) ° (2) #5 REBAR ON CHAIRS •`l ° EQ. EQ. SEE SCHEDULE IY 2,000 PSF VIRGIN SOIL OR 95% 12" MIN. DEPTH INTO W COMPACTED SOIL VIRGIN OR ENGINEERED SOIL ?p BOLLARD ADDING BAR TO FOR MD, BAR SIZE AND BAR QUANTITY SLAB HEIGHT LESS THAN 3'S" U PER PLAN 5 S°ALE: 3/^"=''-°" MONOLITHIC FOUNDATION '7 INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP 6 SCALE:34"=1'-0" r SCALE 3/4"=V-0" (W/ UPLIFT) FOOTING W/ BLOCK WALL 1 A SCALE: 3/4"=l'-0" LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF W' LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND 2x4 OR 26 WOOD BEARING PROVIDE BLOCKING SPACING REQUIREMENTS WALL W/ SYP No 2 STUDS SEE 2x4 OR 216 WOOD BEARING PROVIDE BLOCKING Z PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE i BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO PLANS FOR SPACING, SINGLE SECURE ST. PLATE TO d SLAB W/10d MASONRY BTM. PLATE TO BE PT. SLAB WS 0d MASONRY NAIL 0 NAIL 16" O/C STAGGERED. PROVIDE DBL. TOP PLATE 16' O/C STAGGERED. ¢¢ U ADDITIONAL METAL CONNECTORS NOT ADDITIONAL METAL CONNECTORS NOT m e REQUIRED WHEN NO REQUIRED WHEN NO IL ¢ y UPLIFT IS PRESENT. UPLIFT IS PRESENT. O 8"CMU WALL W M Z +- 0'-0' POURED LINTEL CONT. (TYP.) SEE SLAB SCHEDULE '�p•, 8' CMU FILLED CELL (TYP.) = � � TOP OF SLAB Q SEE SLAB SCHEDULE + 0,-0, I- 2X WALL FRAMING TOP OF SLAB ��._ +- 0'- Z SEE SLAB SCHEDULE 12"DIA. SIMPSON STB2 BOLTS 5" n TOP OF SLAB -a• Z - ro MINIMUM EMBEDMENT INTO -a "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° d,'•. m _- CENTERED UNDER WALL AND POURED LY WITH 16" O.C. VERTICALLY MAX 4 SEE SCHEDULE - - _ FOUNDATION AND SLAB - � SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR MD, BAR SIZE I FOR WXD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY �+ AND BAR QUANTITY • INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL SCALE:3/4"=,'-0" NO UPLIFT) COMBINED EXTERIOR MONO- FOOTING AND COL. PAD INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION i SCALE:3/4"=1'-0" (NO UPLIFT) (`� 10 SCALE 3/4"=r-0' 11 SCALE 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 F o � d n F 4 9� $ c 9UHDIV. de I.OT: ABBOTT PARK LOT #5 BLK. #13 PROJECT# 04 81.000-05131 MODEIU 2554-E301- "DARWIN" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH E STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ? SPACING REQUIREMENTS MIN. 10" JREAD W/+1" NOSE 8" CMU WALL PAVERS #4 REBAR(TYP.) _ 0'L"w w m O W TOP OHM— —'— y TOP OF SLAB y Q SEE SLAB SCHEDULE Z 1/2' RADIUS OR CHAMFER CL SEE SCHEDULE FOR WXD, BAR SIZE co (6 z w An° z 3 w ° ° / I AND BAR QUANTITY j O • v.. <°Q ---[[[---- EQ. EQ. SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL 2 3 LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/PLAN Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND WALL W/ SYP No 2 STUDS SEE Q a SPACING REQUIREMENTS PLANS FOR SPACING. SINGLE 41r p }} C BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/ W STEEL REINFORCING IN GROUTED PROVIDE DEL. TOP PLATE 117k6" WEDGE ANCHOR W/ 2" m CELL SEE PLAN FOR SIZE AND WASHER SET IN HIGH STRENGTH Z SPACING REQUIREMENTS SIMPSON SPH4 O R SPH6 EPDXY 5-1/Z' EMBED. MIN. @ 16" OC MAX. N i 8"CMU WALL BTM AND TOP PLATE - ro i O 8"CMU WALL ANCHORS W/ 1. x 1 1/Y' w COMMON NAILS FILL ALL TOP OF SLAB ° TOP OF SLAB m U N SEE SLAB SCHEDULE HOLES, DO NOT USE 10d z9 SEE SLAB SCHEDULE SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. Z K w > ° a O + PORCH �� < 4" CHAMFER(1STORY) #3 IF�-y0 - +- 0'-d' TOP OF SLAB°` 12"ISOLATION 6"CHAMFER (2STORY) . TOP OF SLAB a• JOINT (WHERE 4 24 °• ° ° a APPLICABLE) Z i MATCH STEEL REINFORCEMENT 05 3d' ° ° • 8 6" PVC CHASE N PER SCHEDULE 36 6" PVC CHASE THRU FOOTING SEE SCHEDULE THRU FOOTING .- #7 42' EE SCHEDULE FOR WXD, BAR SIZE FOR WxD, MATCH STEEL AND BAR QBUANTIITY SEE SCHEDULE REINFORCEMENT AND BAR QUANTITY FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE INTERIOR FOUNDATION CMU WALL INTEROOR FOUNDATION WOOD WALL THRU FOOTING 4 scALE: a/a"=r-o" 5 (W/ UPLIFT) 6 J Ii N. RONALD REAGAN 81 LONGWOOD, FL32780 PH: 407.774.6078 FAX: 407.774-4078 www.abdesigngroup.com AA #: 0003325 �Qs m� F � n SUBDIV. & L07, ABBOTT PARK LOT #5 BLK. #13 PROJECT# 04181.000-05131 MODEU 2554-E301- "DARWIN" GARAGE SWING: RIGHT PAGE: DETAILS 16VXPH QtV FIRST FLOOR DOWEL PLAN SCALE: 1/4" = l'-0" it N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 h k Pi W 04 17 o � q n F gm S LQ3 MM SUBDIV. ac I.OT ABBOTT PARK LOT #5 BLK. #13 PROJECT# 04181.000-05131 MODELa 2554-E301- "DARWIN" GARAGE SAWING: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH Aj 11 PRINT DATE: 06 14 21 SCALE: 1/4"=1'-0" SHEET s1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W! """HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. q ° TO HORIZONTAL- REBAR W110"HOOK c C GROUTED BOND BEAM Z Q — VARIES PER ELEV. ° a a 0 0 #5 BARS IEF- 1U' HOOK a 3 • v --Z-• _ ° a • �� • ° �e—y1 a ° O CLEAN OUT REQUIRED U 1 -O" FOR INSPECTION m v K <❑ Q R1 Hl m --11c 0'-0" FIN. FUR. ° •� TIE RTICAL REBAR•- .. ° . ° TO HORIZONTAL ❑ b REBAR W/ 10" HOOK —d_ BAR SIZE 48 BAR DIA. 1.0 " Z #3 18" #4 24„ � CMU UNIT DIMENSIONS `�I ARE NOMINAL SIZES #5 301, OFFSET METHOD BAR SIZE 48 BAR DIA CONTINUOUS #7 1 427-1 METHOD #4 24" $/y% MASONRY SYMBOLS HORIZONTAL/VERTICAL HORIZONTALNERTICAL #B 30. * 3 SCALE 3/4"=l'-0' REINFORCING 2 REINFORCING SCALE: 3/" #8 3S" #7 42" SCALE: 3l4"=1'-0" W W 11 � U Q a NEW REINF. BAR N 0- a SECURED W/2- PART I EPDXY. MIN. EMBED g G', UNO = 4 FOLLOW ALL MANF. W 25 SPECIFICATIONS FOR _ ¢� USE AND PREPARATION OF Z HOLE. a a STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM 4 SCALE. 3/4"=T-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com � AAA: 0003325 Pi Q O y C Q gi d n L.L aysarv. as I.oT: ABBOTT PARK LOT #5 BLK. #13 PROJECT* 04181.000-05131 moaEIA 2554— E301— "DARWIN" GARAGE SKIING: RIGHT PAGE: DETAILS 160 MPH E ' C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) iOd x 1 1/2" HDG NAILS, WOOD TO MOD: SIMPSON H10A OR LGT2 W/ 10d x 1 12" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-1. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177" " x 2 718" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE 8. DESCRIPTION REMARK O (2) 2X8 BEAM SCHEDULE ® INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. =TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (rc psi)BTM. WkE, REINFORCEMENT STIRRUPS REMARKS TOP MID �.IA BB1 MASONRY 3000 Sx16 (1)!5 (1)HS GROUTED SOLID BB2 MASONRY 3000 8x8 (1)45 GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 3 SIDES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = I' 0" 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA #t: 0003325 V Pi �I 0 0 aysDM de LOT: ABBOTT PARK LOT #5 BLK. #13 PROJECT* 04181, 000-05131 MODEIA 2554-E301- "DARWIN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN & NOTES 160 MPH EXPA C 17 DATE: 06/14/21 SCALE: 1/4"=1'-0" SHEET s2 NOTES TO THE INSPECTOR/CONTRACTOR rYP. gkg. 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 6906" 7p ElP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COUD, THE STEEL #5 CORNER BAR W/ 30" LAP FOR EACH REINFORCSE CIINGOFORBTHE BEAMIOTTOM BOND BEAM ISS OMITTED AND A TOEL E CONE NUOUS THROUGH THE COURSE OF BOND BEAM / 1#5 / TOP OF THE LINTEL. VERTICAL RE BAR W/ IW HOOK \�-'`O 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. ' 8 1441 N. RONALGWOOD RIL 327 BLVD LONGWO -774- 0 750 POg- F�G� Bxi6 DBL BOND TOP OF PH: 407-774$078 Z Q�E BEAM W/ (1) #5 BAR BOND BEAM FAX 407-7744078 •\Q'\�' 0 EACH COURSE www.abdesigngroupcom \r1G 8x8 BOND BEAM TOP OF AA #: 0003325 • OQ�GC\ W/(1)#6 BAR BOND BEAM F =FILLED W/ GROUT 30" TYPICAL I .�C\0� U = UNFILLED GROUT SOLID FROM TR \O NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 16-1 T/1 8x8 PRE -CAST CONCRETE NOMINAL LENGTH OF'BARB WIDAR TH OF MASONRY Q HEIGHT # OF #5'S, TOP CORNER s OPENING-2' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THAT XFXX-1T11 MOB INDICATES A DOUBLE BOND BEAM #OF WE, BOTTOM 8x8 PRE -CAST CONCRETE REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0 1 ANDXFXX- 1TMM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL REFER SCALE: 3/4"=1'-0' IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS T AND XUXX-1T/1MNB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED OP LINTEL OF OPENING AND XUXX-1T/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM TAPCOIN OR DRIVE 2X3)1-3/'PIN (MIN S AT HIGHER ELEVATION HANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 114") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 8 A o 0 Q #5 BAR S SHOWNT •3114' - 2x6(MIN 2X 3)2-3116 TAPCON • PRE -CAST OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 �•1 SILL f MIN EMBEDMENT 11/4") 8" SLOPE FROM EACH END AND 18' O.C. MAX. MIN 1-1/4" EMBEDMENT Q 2x8 (MIN 2 X3)2-3116 OPEN FACE SHELLq TAPCON OR DRIVE PIN (MIN O `� SHANK SIZE.145 MIN HEAD AS TO ALLOW BE2X4 SOLID BLOCKING BAR TO BE PLACESIZ; .300 MIN EMBEDMENT 1 SECURE TO SHEATHING W/ ' UPPER AND LOWER 1 &' 8" FROM EACH END AND MIN. 2-12d PER BILK EA. END BOND BEAM #5 MIN. REQUIRED IN EMBEDMENT O.C. MAX. MIN 1-1/4" EMBEDMENT p EACH CELL HOOKED IN i TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMUWALL SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL MGM AT CORNER STEP B°ALE „a=,-0 5 SCALE:34"=1'0 3 SCALE 3/4"=T-(P L PROVIDE 3" DIA. HOLE IN LINTEL SO THAT ERT. REINF. BAR CONTINUES THROUGH LINTEL. I I I � d• > I I SINGLE #5 CORNER h BAR, 30x3O TURNED UP O I I OR TURNED DOWN INTO STEEL REINF, OF S. J P PILLED CELL BOND. BEAM E II IY (I Bz8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE OL713DIv. de LOT: ABBOTT PARK LOT #5 BLK. #13 PROJECT* 04181.000-05131 MODELa 2554—E301— "DARWIN" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH A C WHERE: d, = END DISTANCE s = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s = SPACING BETWEEN ROWS OF FASTENERS ey = EDGE DISTANCE I / SEE PLAN. STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE 'MUST HAVE 2 OR MORE LONGITUDINAL LINTEL. CHANGE IN ROWS OF NAILS ELEVATION OF BOND BEAM DOUBLE STUD W/ 10d NAIL ATTACHMENT 7 SCALE 3/4"=1' Y' SCALE N.T S. DATE: 06/14/21 SCALE: 1 /4"=1'— 0" 6 SINGLE LINTEL, MULTIPLE OPENINGS SHEET S2. IA SCALE: 3/4"=1'-0" W'00DSECOOH FASTENER 8PACW0 d,=Y'MIN,2}"MAX s=2 i'MIN, VMAX w=1 }"MIN, 2}"MAX MIN, 2 }" MAX 4- ' MIN, 2 }" MAX s=2 J'MIN, 9"MAX (2) 2d 4=1}"MIN,2}"MAX ea = t MIN, 2 }" MAX ds =2" MIN, 2 J' MAX s=2}"MIN, 9"MAX (2)2 4 =1 }' MIN, 2 }" MAX ea=}'MIN, 2}"MAX NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }" OF THE THICKNESS OF THE OUTERMOST LAMINATION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 L4 Pi 14 r c O � n ABBOTT PARK LOT #5 BLK. #13 PROJECT* 04181.000-05131 MODEU 2554— E301— "DARWIN" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 16forVPH F.V. C 17 PRINT DATE: 06/14/21 SCALE: 1/4"= V-0" SHEET s2.2� FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR; SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4x4 (31/2N31/2") HTT4 W/ 5/8" DIA. x 5" EXP. SYP. PT, WOOD POST BOLT ®s ® 4x8 (3l/Z'x7l/4") HTT4 W/ 518" DIA. x 5" EXP. s® SYP. PT, WOOD POST BOLT r-------- FIRE � AFT STOP I 3/4" SUB— FLOOR � 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS I — M ELEV. VIEW PRE-ENG. FLR. JOISTS 3/4" PLYWOOD! DRAFT STOP �I PRE-ENG. FLR. JOISTS R,,,41 II !I 2X4 NAILER FOR DRAFT STOP 314" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS BMt TO LEDGER W/ SIMPSON HUC48 BM3 TO LED, SIMPSON FLOOR FRAMING PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdenigngroup.com AA #: 0003325 V Lo a W O Q � I AL78DIV. & L.OT ABBOTT PARK LOT #5 BLK. #13 PROJECT# 04181.000-05131 MODEL4 2554- E301- "DARWIN" GARAGE OWING: RIGHT PAGE: FLOOR FRAMING PLAN 160 MPH A. C A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1Od x 1 �' NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 }'NAILS TO GIRDER ix2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12"O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP#22"x4", 6", Tx 4'-T MAY BE ADDED W/ 1Od NAILS, 2 ROWS, W OIC TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES Q 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1A 1 BR 1 C TYPICAL TRUSS/ SCALE 3/4"=T-01' GIRDER CONNECTOR(S) SERES MCKER BLOCK THpOM _ 4500 3/4" WOOD PANELS 8000 (2) 1/2" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2x LUMBER i 314" T & G SUBFLOOR GLUED AND SCREWED ASPER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE (JOIST TO TOP PLATE w/ (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING, SINGLE BTM. PLATE TO BE PT, PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD, SEE SHEET S1.1A FOR NAIL SIZE AND PATTERN I -JOIST CONNECTION L.B.W. 4 BCALE:3/4"=T-O" (NO UPLIFT) OUTER 113 OF SPAN ONLY ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 —. TRUSS ANCHOR WITH (9)10d x 1 J' NAILS TO GIRDER, PROVIDE 6' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2' x 4", T, 8" x V-(T' MAY BE ADDED W/10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. L--A{t) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) ?' x 5" TITEN HD TO CMU AND (12) SIDS }'x 2 J" TO GIRDER 841) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }'x 5" TITEN HD TO CMU AND (18) SOS �' x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 1&d (2) }" x 5"TITEN HD TO CMU AND (18) BIDS �' x 3" GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 17' O/C SEE SCHEDULE SOLID, 8'EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 8 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2A 26 2C GIRDER CONNECTOR(S) 86tk8 BMARA BLOCK THICIWEBB 4500 3/1" WOOD PANELS 8000 )) 1?' WOOD PANELS 80 (2) 1/2" WOOD PANELS 80 2x LUMBER L9TA12 20 GAUGE W/ tOd 1/2 HDG COMMON NAILS. ® EACH END TOTAL OF 10 LVUI-JOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH Dkll MIN- T' EMBEDMENT DEPTH EDGE —HOLE EDGE>5/B" —HOLE DIAMETER 2/5'D SGL. STUD EDGE >5/8" TO SLAB & (18) 16d x 2-lrZ NAILS TO POST., POST TO SIT DIRECTLY ON SLAB .d �LVL/WOOD POST CONNECTIONS 5 SCALE: 'I�m�ltI !Imm'rpm. 0 1 I A-SIMPSON IUS1.81/16 G <1400 LBS U <70 LBS W/ 2 3/4"° WEDGE-BOLT/J-BOLT 5" MIN. - V EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FU"7241 ol C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2" GALV. NAILS TO JOIST FL#17241 BTM. HOLE DIAMETER D - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/ (8) 3/4' WEDGE-BOLT/J-BOLT, 5" PLATE < 3/5'D DBL. STUD MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10ck1-1P2" GALV. NAILS TO JOIST FL#17241 STUD NOTCHING WOOD LEDGER AND BORING LIMITS ATTACHMENT DETAIL 0 SCALE' 1 1/2"=1'-0" 9 SCALE: 3/4"=l'-0" # 1100 UPLIFT SIMPSON — HTSM20 W/10 10d TO TRUSS AND (4)114" x 2 114' TITEN 2 ANCHORS TO CONT POURED LINTEL # 19DO UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 1Dd TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM �-- TITEN 2 ANCHORS MIN. 2" COVER & T APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3l4„=1'-0' 8'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d a EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-l" TO 60'-0 (3) 'W' BRACE SECURE 2x8 PT. PLATE ( I ) "X" BRACE @ CENTER TO BLK W/ IrT DIA. (2) 'X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END, WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL IN. EMBED. AT 32" OC DIAGONAL MAX. . CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 CING, SEE P.T. PLATE W/ 12d's 8" V FOR LOCATION STIFFBACK (AS PER O.C. MAX NOT BE UIRED TRUSS ENG) CONT. 2.4 SECURED W/ (2) 10d. @J EACH TRUSS TO BE INSTALLED 0 CHORD OF 10'-9' O.C. MAX. ID ROOF TRUSSES lx4 BTM. CHORD BRACING 6'-0" O/C J `—END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. (- BTM. CHORD BRACING SCALE: 3/4"=1'-0" 24" 24' MAX. w/ (JOIST 8" END SPACING 8" MAX. END wA JOIST O ACIN SEE FRAMING PLAN TYP, TYP P END E MAX MAX MAX LEDGER BD. 1? IXP. (2) 2X8 SYP P.T. lL EDGE OM (2) 2X12 SVP P.T. 3/4" EXP. BOLT/J-BOLT W/2 LEEDGER BOARD LEDGER BOARD TO BOLT/J-BOLT W/T WASHER & 51? TO BE USED 1, ENSURE THAT EXP. BE USED WITH I -JOIST WASHER & S 1? MIN, EMBED. (TYP) VATN JOIST BOLTSO-BOLTS ARE PLACED MIN. EMBED. (TYP) INTO GROUTED CELLS, W ALL AROUND BOLT. FRONT 2. SPLICE OF FRONT AND REAR LEDGER LEDGER SHOULD LAP A MIN OF `f 3 3. ALL BOLTS TO HAVE WASHERS °D 4. EXP, BOLTS/J-BOLTS SHOULD (2) 2X72 NOT BE ANY CLOSER THAN T SYP PTofc `' Z S.O z S. ONLY LEDGER INDIRECT m f (2)2X8 CONTACT (REAR LEDGER)WITH REAR SYP PT CMU REQUIRED TO BE PT. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE EI08PACINO C8flPZPAGNO A DOUBLE SYP 2x8 12" 8" MAX. 24" O/C MAX. B DOUBLE SYP 2X12 (2) 3/4" 8" MAX. 24" O/C MAX. I -JOIST WOOD LEDGER DETAIL 1 O SCALE: 3l4"=1'-0' SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END ' PRE-ENGD TRUSS SCALE: 3/4"=1'-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" JUNI 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 A F ~ IL 0 ® M1 F a� SU13DIV & LOT ABBOTT PARK LOT #5 BLK. #13 PROJECT# 04181.000-05131 HODELo 2554— E301— "DARWIN" GARAGE SiIING: RIGHT PAGE: DETAILS 160 MPH EXP. C PRINT DATE: 08 14 21 SCALE: 1/4"=V-0" SHEET S3.1A SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING (JOIST LVL SIMPSON H6 W/ EACH END PLATE STRAPS W/ 10d x 1 172" HDG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE 3/4"=V-0" PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS)(BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK- W/ 1/Z' DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY6'MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d'e 6' O.C. MAX 8"CMU WALL— REINF PER PLAN REFER TO NAILING SCHEDULE ON SHEET SN1 FOR SUBFLOOR ATTACHMENTTO LEDGER BOARDS IJOIST (SEE �Lfvl FRAMING PU 6' CMU WALL— REINF PER PLAN REFER TO NAILING SCHEDULE ON SHEET SN1 FOR SUBFLOOR ATTACHMENTTO LEDGER BOARDS DBL, 2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. (2) 2x4 P.T. W/ \—DBL 2X12 SYP 02 LEDGER. SEE I 24" M FRAMING (SEE MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. 2X4 P.T. CEILING FRAMING PLAN) 12" O.C. NAILER W/ MASONRY NAILS 1X2 FIRE -STOP a 12' O.C. SECTION DETAIL 1X2FIRE-STOP 9 SECTION DETAIL AT I -JOISTS PERPENDICULAR AT I -JOISTS PARALLEL , TO EXTERIOR WALL TO EXTERIOR WALL `2 SCALE: 3/4"-T-0" V EDGE CENTRAL SPACING SPACING SEE SEE T T CHEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 51/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD �o LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS 4, EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6' O/C. 5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4" (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, IIIPFMFNT LEDGER SCHEDULE MARK SIZE BOLT SIZE FEDGESPACNG CENTRALSPAWIG A DOUBLE 218 12" S. O/C 16' O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2110 12" 6' O/C 16, O/C D DOUBLE 2x10 3/4" 8" O/C 24" O/C E DOUBLE 2x10 3/4" 6' O/C 16' O/C F DOUBLE 2112 13/4" 16' O/C 1 12, O/C WOOD LEDGER DETAIL 6 SCALE-'=T-O" PRE-ENG'D WOOD TRUSS (TYP) 0 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2X4 SECURED Wl (2)10G'e ® EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3!4"=1'-0 STRAP TRUSS TO PL. AOOFTRUSS— PERRE-ENG SEE SCHED. BELOW ELEVATION �PRE-ENG ROOF TRUSS TRUSS TO TOP PLATE SUM BOARD OR 1/2' HIGH A-SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 U < 990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE W/ (2) WOOD POST TO GALV. NAILS. 16d TOENAILS SLAB. SEE B-(2)SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE U < 1420 LBS W/ (14)10d BELOW FOR GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE .0. PROVIDE BLOCKING :a: SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL BD. AND TOP PLATE ANCHORS W/ 10d x 1 1/2' COMMON NAILS SECURE ST. PLATE TO SLAB W/ FILL ALL HOLES, DO NOT USE 12"x9" WEDGE ANCHOR W/ Z' lodx 3" WASHER SET IN. HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS EPDXY 5-12" EMBED. MIN. (M 16" 1 0a 10b 1 Oc SCALE: 3/4"=V-0" OC MAX. " I TRU88 TO POST CONNECTION -a•,. -. °' A - IT—PSON MTS-12 U <990 LBS W/ (14) 10d GALV. NAILS. S - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W1(16) 114N3"SDS, (1) 5/8- A.T.R. TO HDU4 AND (10)1/4" X 2 12" SDS TO POST S s TRUSS CONNECTION @ L.B.W. POST TO SLAB CONNECTION SCALE: 3/4"=T-0" A8B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT C _SIMPSON HTT5 POST ON SLAB <U:4,565 W/ S/6' A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (26)16d x 2-12" NAILS TO POST. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 A 8ul N QkQ� 7 e 0 F � n a O `N SUDDIN. ae r oT ABBOTT PARK LOT #5 BLK. #13 PROJECT# 04181.000-05131 MODE1. 2554-E301- "DARWIN" OARAOE SWING: RIGHT PAGE: DETAILS 160 MPH EA C 202 PRINT 08 14 21 DATE: SCALE: 1/4"=V-0" SHEET S3.IB 15'-0" 13'-U' 3'-6" 11,_2„ 1 i 4 io 4 i 0)D. w Ug q 1 wv $ J °z LL "v TOP OF DECK ro a W 0 z\ / I W N a \/ I Ja LLa 0/\ I N 4 M lk ---------------- I 1 2'-7" 5'-9„ 7'-8" 13'-8" 29'-8" SECOND FLOOR DECK PLAN SCALE: 1/4" = 1'-0" d N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 94 L4 r 9 Q —M aVBDIV. Se LOT ABBOTT PARK LOT #5 BLK. #13 PROJECTW 04181.000-05131 MODEL: 2554—E301— "DARWIN" GARAGE AWING: RIGHT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C PRINT DATE: 081421 / / SCALE: 1 /4"=1'— 0" SHEET S4 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE _ CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10, PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL/ T.O.A = TOP OF ARCH/ T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION Ifc psi)BTM. SIZE, REINFORCEMENT STIRRUPS REMARKS TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES BF8-lT/OM/OB rT 0 M " GT s N, 8F8-1T/0M10B o 8F8-lT/OM/OB T-6" I L--------------L , _.. .,. ,, .,- .d SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-W78 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 y W 5 qe B iL 9 INUBDIV. as L,OT ABBOTT PARK LOT #5 BLK. #13 PROJECT* 04181.000-05131 MODEla 2554-E301- "DARWIN" GARAGE OWING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN & NOTES 160 APH EXP. C 7 rDAT—A-T-E: a // 08 14 2 1 SCALE: 1/4"=1'-0" SHEET s5 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 A t 0 BUDDIV. ec LOT: ABBOTT PARK LOT #5 BLK. #13 PROJECT: 04181.000-05131 HODELc 2554— E301— "DARWIN" GARAGE OWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXA 17 DATE: 06/14/21 SCALE: 1/4"=1'-0" SHEET s5.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. B. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2A PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER/ ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN, SIMPSON SIMPSON MGT ROOF FRAMING PLAN SCALE: 1 /4" = V-0" FIELD FRAME DETAL20 DETAL20 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 A b h 0 a n SXMDIV. & LOT ABBOTT PARK LOT #5 BLK. #13 PROJECT# 04181.000-05131 MODEL• 2554-E301- "DARWIN" GARAGE S'KiNG: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH E C SCALE: 1/4-=1'-0" SHEETC S 6 "A" V1]S�9C9 > HIP ROOF ROOF WIND DESIGN PRESSURES NET IGFO9S) ASCE I-1B ZME1 -I84 ZONES " 5.8 I-E3e_1.1 _S_. "E I A� PO" ENO ZON£ DSTANCE BA91C WINDISPEED 1W MPH RI%PoSl1RE�U�Ty fOC6V:'C EINTERNAL PRESSURE_1F ENT:18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 (32116). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/37- STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM Btl RING SHANK, 23/8" 0.113 17p,p00 RING RINGS F SCREW SHANK (16-20 PER INCH RSRSSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0.113 I F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" COX OR 7/16' O.S.B. PLY WITH Ed RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF, SPECS.) SEE DETAIL. ROOF SHEATHING ATTAID EMENT SPACING ZONE 1: 8d NAILS (� 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2T: 8d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3, 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 z zQ zo W Y0 Q U, NO fY E 8d RING SHANK GUN NAILS f@ 4" O.C. TOP & BOTTOM EDGES N li N TYP.EXT.SHEATHING ATTACHMENT 0 zw w 2 C=DW Z� T U Tn b 2 `v 0 EMMM,-I 11 2 N o O m ^� BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16'0.C. IF NO DROPPED GABLE END, ATTACH 214 #2 SYP BLOCKING 0 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING \ `#8 2" DECK SCREWS 0 6"-8" O.C. MAX EDGES 8, 12- O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-0OVVNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB-OWGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM PROVIDE 8%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. PROVIDE S-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLASS.ON-GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED S INCHES AND SEALED WITH ADHESIVE TAPE. FORM WORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST EDITION, 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. EXCLUSIONS FROM THESE PLANS" WOOD: ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BERATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. MINIMUM NAILING PER FBCR 2020.7th EDITION. SEE NAILING SCHEDULE ON PLANS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS MEETING THE RE UIREMENTS OF ASTM A446/A446M GRADE A AND SHALL BE HOT DIPPED GALVANIZ D ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENCING UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: WELDED WIRE MESH: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR WELDED WIRE MESH, SHALL BE ASTM A1064/1064M, GRADE 65, FREE FROM OIL, SCALE, AND RUST, AND BE STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2° CHAIRS SPACED 3'-0" OC, EACH WAY. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: 0 E DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL TO WORK PERFORMED AND SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615/815M GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" PLACED IN ACCORDANCE VN/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED DESIGN LOADS: AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO WOOD TRUSSES. FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE ROOF: LIVE LOAD FLOOR' LIVE LOAD 40 pef SUBJECT TO ENGINEER'S REVIEW. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF 20 pef TOP CHORD+to0c rtent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR 25" #6 BAR - - 36" LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR 10 psf BTM CHORD-nonconcunant #5 BAR - 30' #7 BAR - 47' INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSIIA3CE 7 88: 1990. 2001b CONCENTRATED LOAD ALL BTM CHORD PANEL JOINTS (HVHZ ONLY)Hlon-DonourteM PROVIDE 36',, 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT (10 psf w/ ASPHALT SHINGLES) (10 paf W/ No GYPCRETE) THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. 10 paf BTM CHORD 5 psf BTM CHORD MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE DEAD LOAD TO RESIST WIND UPLIFT: 1 OW WALL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING BALCONY LIVE LOAD 60 pet DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL WIND: DEAD LOAD SPEED=160 MPH 3-SECOND GUST (ASCE 7A6 (FBC R2020) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20pef, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50pd,, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ENGINEER DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. FOUNDATION/ SITE PREPARATION: FOOTINGS VVERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pcf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ENGINEER. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE DESIGN BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY THE ENGINEER OF RECORD (VIA WRITTEN R.F 1.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. ENGINEER SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE. PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION WITHOUT THE APPROVAL OF THE ENGINEER. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. PROVIDE 9 GA. LADDER TYPE HORIZONTAL JOINT REINFORCING AT 16" O.C. TYP. (VERIFY WIDTH PER PLAN) ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IWWALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE AND SHALL BE PLACED W/ A SLUMP OF T TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF FLORIDA HORIZON ENGINEERING'S / AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE IT I UNDERSTOOD AN AGREED THAT ORIZON ENGINEERING'S/AB DESIGN GROUP'S SCOPE OF S D FLORIDAA PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SERVICES DOES NOT INCLUDE PROJECT OBSERVATION ORR VIEW OF THE BUILDER'S / CONTRACTOR'S SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES AND THAT SUCH SERVICES WILL BE CELLS TO BE FILLED. ALLOW A MINIMUM OF 72 HOURS FOR MORTAR TO CURE PRIOR TO GROUTING CELLS. PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. MASONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR". THE SUPERVISOR OF THE MASONRY PORTION OF THE PROJECT SHALL BE A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR" OR A "CERTIFIED STRUCTURAL MASON" AS RECOGNIZED BY THE FLORIDA CONCRETE AND PRODUCTS ASSOCIATION (FC&PA). THE SENIOR MASONRY SUPERVISOR WILL BE RESPONSIBLE TO ASSURE THAT THE WORK IS ACCOMPLISHED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE MASONRY CONTRACTOR SHALL SUBMIT CREDENTIALS FROM THE FC&PA TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BIDDING. 2, 500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE STRUCTURALSTEEL: 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'-1- PRIORTO THE ADDITION OF PLASTICIZER. A36/A36M, Fy = 36 Mi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE 8, Fy = 46 Mi. STRUCTURAL PIPE SHALL BE ASTM-A53/A53M, GRADE B, TYPE E OR S, CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318-14 AND ASTM C-941C-94M OR MEASURING, MIXING, Fy=35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROMWHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGERTHAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. OF ANY NON COMPLIANCE WITH THE ABOVE ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1.12' FOR MiAND SMALLER Y FOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 1-1R' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STUMPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPUUDON SI]E SMCINO REMPAItB APPLIGTNIN SIZE I TYPE I SPOLING REMARKS 1 PTFURiXNOTO USE HARDENED COIL OARAGEDOORBLCK 'DA —NMASJNRI 1f, EMBED., 4- END ST.. MAeONRYICONC, NNL I1 LONG 9.00 TOMASONRY.DJPD. NO WA.SNER FASTE,`FR 8010 IIlr... DST. SGOpAL. E%T DOORS USE HARDENED COIL S"O.G W1NGpWIp00lU FASTENED GARAGE DOOR BLCN 3/b'DA Oft 2°DA IXPAN&CN BOLT 12S'. 3�B 'Al 4"END EMpEDGEDBTUs T.SEENOTEe -11 i?LONG. STAGGERED INTO MASCNRYICONC. TO III— TMETAL ]4.OIC (1?DA) WINpO'N SICK USE HARDENEDCOIL B'OfC WINDOW/DOCIMFABTENED STRAY TO CONTACT THIS ENGINEER FOR SPACING a PT, SEE NOTES NFL NY LONG. STAGGERED INTO MAsoNarDONc. MASONRY/CONC. REQUIREMENTS IXT. BWNODOOR R13I16W 'TAPCfxJ' 1B"m 11/YEMBED. BEND. NON-BEAPoNG WCOD 11Y° ExPANSION _-_ 4TIMBEp.<" BULK. PT, SEE NOTE 8 NO WASHER FASTNER .11 E D ALL TO 00- SLAB WI WASHER BOLT GIST.. 3" EDpE DST. .PT WIN.W.-0.138°PAFz3 f/B" 9'O•C IIIY Pt T06TEEL OJL., SEE W/WASHER STAGGERED NOTES 1. SDST TAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS W DE OR WIDER A$ THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWNG DOOR WTH A WOOD DOOR FRAME, 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED WI TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 O W i� r A 9 avaa:v. & 70 . ABBOTT PARK LOT #5 BLK. #13 PROJECT# 04181.000-05131 MoaEL: 2554-E301- "DARWIN" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH E ° C 17 SCALE: 1/4"=1'-0" SHEET SN1 i ft Q TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 7D STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA'/E" I�J_CW DETAIL A FASCIA 0 STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS (Z)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS 1 STAPLES INSTALLED @--r 12" O.C. MAX (INTO NELQ 7DWOOD) IN J-CHANNEL SLOT i, WOOD BATTEN 10 -STAPLES INSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR Q TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. J" MAX -� lo— DETAIL D O STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT --I 3Q J-CHANNEL-/ }" N DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION -SPAN'L' SPAN V= EAVE WIDTH (ROOF OVERHANG) m BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOI / BY OTHER 2-1/4" EMB. WOOD BATTEN 11 EL DETAIL 6 J-UHANNtL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O SOf INSTALLATION SCREW, BATTEN ATTCHMENT Q FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO Q WOOD) IN J-CHANNEL Q SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) EAVE WIDTH (ROOF OVERHANG) �LCONCRETE, CMU OR WOOD AWN (NOTEA) I CONCRETE, OFFIT CMU OR WOOD SOFFIT SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTE:1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL SINGLE SPAN WN-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END Q J-CHANNEL i" I DETAIL C J-CHANNEL /RAFTER BY OTHER 1/4" INSTALLATION SCREW, 2 EMB. BATTEN ATTCHMENT Q FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL Q SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 13.519 375 375 4 3.625 3.625 3. 5 08 .03 OATt 12� DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 8 � c g m � n 14 �n OVBDIV. & LOT. ABBOTT PARK LOT #5 BLK. #13 PROJECT* 04181.000-05131 ISODEU 2554—E301— "DARWIN" GARAGE OWING: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP C a