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HomeMy WebLinkAbout7559 Sail Clover Ln99 1828-4EBB-CAL199 HOMES 12602 TELECOM EDF 1VE, TAMPA, FL 33637 Tal: (813) 740-9720 Fax: (813) 740-9715 ITH ALLWORK SHALL COPING RE4n ("ODE,I�.J�L: CODES FLORIpAs NATIO HE C TE I CEP HY"HILL'S AND S ORDINANCE.� REVIEW DAT01P 012027 CITY OF ZE�'k�Y7RH LI P. PLAN EXAMINER ' STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -Eyg�p�Rpp�A�ugpD,Dy= CODE, �ghMAl, fib EDITION wW ( , -AIL IDCM. AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -YIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=180 MPH VILsd=124 MPH :EXPOSURE 'EXPOSURE - C RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ASV. AD Avg AMP. BD. CL CAB CLG. CLR. CONC. CPT C.T. D. DBL U.O. nv.. DIM. DISP. DR DR D.S DTL. DW EA . ELEV. EQ, EXH. Fo x. 2a FIN. FLR. FLUOR. FTGUR GA, GAR. DISP. G.F.L GL. GYP.BD. H.B. HDR HOT. ORHH INSUL. NT ABOVE AIRCONDITIONRNG A°TERH� AMPERAGE BOARD CENTERLINE CABINET CLEAR CEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DAM TER DIAMETER DRIFNSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST FEXTERIIXED I.RAss FUEL GAS FINISH FLOOR FLUORESCENT FOOTING R GAUGE GARBAGE DISPOSAL GROUNDFAULr CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HHEAD°ER� WCO HEIGHT INSULATION INTERIOR MUM. LUM M.C.. MIN. M.T. MTD. MTL. NT.S. oc. PL P.B. PH PLT. PLYWD. P P.T.T R RAD. R.A.G. REF. RM RO. Sc. S.I) SIT. SHT. SHTHG. st SL. SL.GL. STD SwS TEMP. THK. T.O.C. TO TO TYP. U.N.O. wP wi WD. WOW w.I. LAVATORY LUMINOUS MMAANNIUFACT[RQ T MINIMUM METAL THRESHOLD MOUNTED METAL MOTTO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR TO SMOKE DETECR SINGLE }MEMO SHEET SHEATHING SHOWER SLIDING SLIDINGOLASS STANDARD SHEAR WALL SCTION TEMPEREDGLASS� THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE WAAPOR SHER WITH WOOD WINDOW WATER WRROUGHTTIIRON TER DATE DESCRIPTION an40lt CD'S ISSUED ARCHITECTURAL SHEET DESCRIPTION 01A5A8 201T MC UPDATE PG C1-COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG Pl —PLUMBING PLAN PG M1—MECHANICAL PLAN PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL pG WAl-WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS 01/16/16 OD*FIE-MED 0240 SIDSG ELEVATIONS ADDED 03R6A8 CD'8RE-USbtED 04" 1 FOOTING RIE`'ISION MRM• WES 06QTA9 CDsIm-IS UED 02AM9 ADDED CURBLESS FOOTER AT GARAGE DETAIL (FORT MYER8) 02/Y)AS F'LnW MAINTENANCE 03/)8A9 REVISED LINTEL 812E AT FRONT ENTRY DOOR ' STATE OF FLORID PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 S .FT. CALC.'S 0444A9 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER UJILL BATSON (MELBJ 04124AS REVISED HVAC vOUPIES ON SOFT CALL SCHEDULE (MELEIJ LIVING 1,828SaFT. GARAGE 8Q. FT. ENTRY I615a FT. LANAI 88 60. FT. TOTAL 2 3h2 8Q. FT. 06112AS AWED 'EXTERIORMOW DEEPFOOTEWDETAIL D/8IW(ORU 06!)UI9 ADDED LED LGHTS * KITCHEN 4 BATH PER MUMAWB WAS VV&" ADDED STONE OPTION ELEVATION C 4 D (TAMPA) m9AlA9 ELEVATION G' BIDING•ADDED LOUVER • GAI9LE RDDF 10129A9 ADDED OPT. 8'-0' CEILING W*WTB OVOWO REPLACE USP CONNECTOR% UT14 SIMPSON CONNECTORS REIASE ENKAVENT RADON FLAN DIM"(" 04AVMO OPT. 9'-O' CLG. NOV. ADDED LED LIGHT IN FOTER 04A�19R0 OPT 5'-0' CLG. NOT. ELEVATION C'• REVISED HEIGHT OF ARCHUYIT 051fta0 ADDED ELEVATIONS 4 rl' (Oft) STRUCTURAL SHEET # DESCRIPTION OTAS/M ADDED ELEVATIONS T1G'•1'1F1'•1'0' (QRI-) PG Sl—FOUNDATION PLAN PG S1.IA-DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.113-DETAILS PG SNl-DETAILS PG SDI —SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION AS ( DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND 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 CLARIFICATION. AB DESIGN GROUP WHJ, RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 0V01!!1 202oFI9CUPDATE 03/03R1 ADDED SOFFIT DETAILS 04A6RI ADDED ELEVATIONS W, 410, (ORL) 04RTRI ADDED STONE OPTION ELEVATION Ys' (MEL80W@!E) 6SM01 ADDED ELEVATIONS 11 4 '0' (Oft) 05AMI ADDED DEN OFT. (TAMPA 4 FT MYERS) 08J10A1 ADDED 2®TOOTER OPTION (TAMPA)IN .I N. RONALD REAGAN BL LONGWOOD, FL32790 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 Lj Sus3m Ac LOT ABBOTT PARK LOT #6 BLK #12 PHASE #4C PROJECT# 04181.04C-06121 MODET - 4EBB "1828-CALI" GARAGE 87IIIQG: LEFT PAGE: COVER SHEET 160 MPH EXP. C 19 ZE DATE.. 10/26/21 8CALE: 1/4"=1'-0" SHEET C1 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 WAND 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 202D 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 1. 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 %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 B' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. 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. 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 CARP09M 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 1 318 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 R302.5.2: 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 R302.6 & 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. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 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: STATE EN : "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: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS Z 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 ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 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 %" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 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. B. 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. 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 FMIISHES 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-CIO63.19a S 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 - "L" 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 CEILINGS 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 IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A 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 I 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. EXTERKNISOFFRS 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: 09/08/21 (CM) d N. RONALD REAGAN St LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA *: 0003325 t 4 r b is it m o Gi S o BUBDXV. la W ABBOTT PARK LOT #6 BLK #12 PHASE #4C PROJECT* 04181.04C-06121 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: GENERAL NOTES %160 MPH EXP. C L% D F-pTE 10/26/21 BCALE: 1/4"=1'-0" SHEET GN m 39'-S' EGRESS US��IIIo��oIlIRO1��IR•IIEEIIEEEEEIo� ol����lp - ollo 0 O - I - - i o � O - I 11 Iv - -' - - - - o o .I�� - �. - - c - - mo i �.�� - \� h ' • 1 - o 'T -_ O on ATTIC■ � e 1ll•Ra i �V o ; M BOLLARD AS RE - o - PEBLM RCODE i � - oGMAGE- i i 1 :1' LE o - BEDROOM 1 1 IJIl:.`-Ilo - - i �- U • �, - 0�91EGRESS 0111110 oIlEE10 ol11EE11110 oliElOElio FLOOR PLAN BEZE. 1/4' . V V' DBL. TOP PLATE 0 m BAR DETAIL A SCALE:IR'•I' SQ.FT. CALC. S LIVING 1,828 SQ FT. GARAGE 430 SQ. FT. ENTRY 16 BQ. FT. LANAI 88 SQ. FT, TOTAL 2,362 SQ. FT. COW7IBR AIO QADDIpIND L010/ BA9C MIO E11'O/IIE FOR � SSIOOID CL6I8 OPBB21 BOWIE m IIOW VWMO R8/m Al 7m F00TAOE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING Is 5 33/-43 DR MIN. CRITERIA SGD. MIN. 41 5 31/-3S CRITERIA 16010 O.H.D. 112 5 28.2/-31.5 12'x12' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.=D, EXP.=C, MEAN ROOF HT. = 13'-10" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 00111ROL DAIS OYpY21 HDR" DTL. B SCALE: 112 • P-0' NOTE: HEADER FINISH TO ESE PER COMMUNITY STANDARDS NOTE: -2.8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 4 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-W78 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 g m rr o BUHDM & LOT ABBOTT PARK LOT #6 BLK #12 PHASE #4C PROJICCT* 04181.04C-06121 moDEt. 4EBB "1828-CALI" GARAGE 81FING: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C DAPS: 10/28/21 SCALE: 1/4"=1'-O" SKEET Al a'-18'-4' BLDG. HOT. FYPON LV12X24--------_-_ OR EQUIVALENT SHAKE SIDING AS SPECIFIED (TYP.) 4' FREIZE BAND (TYPJ 11 6' TRIM 6 BOARD (TYPJ (V RAISED BAND (TYP) OPT.COACH LIGHT 0'-0. LAP SIDING AS SPECIFIED (TYPJ `SHINGLE ROOF FYPON _ BKTIIXII OR EQUIVALENT DECORATIVE" IIIIII�NIIIi S O � -, I1 nn �JL� nii4' � RAISED _ FRONT ELEVATION-D SCALE: 1/4 • I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A OFF RIDGE VENT 0'-0' FIN. OFF RIDGE VENT I� 6 AREA OF ATTIC - 2364 SQ. FT. N E FREE VENTILATION AREA REQUI RED - '1,l 3GO REQUIREDVENTILATI ON AREA 2364 /300 7.88 VENTILATION AREA X SO, INCHES PER FT. IIM) E134.72 SQ, IN. MIN. REQUIRED VEiTI LTION .5X 1134.72 IN UPPER PORTION OF ATTIC 567.96 6Q. IN. OFF RIDGE VENTILTIONAREA - 115 SQ, IN. PER VENT 567.36 A15 OTALIOF VENTS REQUIRED 4.93357 TOTALi OF VENTS PROVIDED 5 -AREA OF ATTIC ISTHE PERIMITER DFTHE FOUSE, LESS THE OVERFI4NG EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED AS'-O' BRG. HGT. u OFF RIDGE VENT REAR ELEVATION-D SCALE: 1/4 . I'-0' TEXTURED FINISH S'-0' BRG. HGT. - - - 0'-0' FIN. FLR OFF RIDGE VENT LEFT ELEVATION-D SCALE: 1/4 . I'-m' TEXTURED FINISH OFF RIDGE VENT 8'-O' BRG. HGT. �Q ro s �o �o 0'-O' FIN. FLR , RIGHT ELEVATION-D SCALE: 1/4 . I'-0' TEXTURED FINISH U @DECO. DTL. SCALE. 1/2 . I'-0' '-O' FIN. FLR d N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.aLdesigngrou p.com AA #: 0003325 MAM [Ile A a 04 BL7HDIV. 89 LOT: ABBOTT PARK LOT #6 BLK #12 PHASE #4C PROJECT# 04181.04C-06121 MODEIA 4EBB "1828-CALI" GARAGE 8`11III'TG: LEFT PAGE: ELEVATION "Y' 160 MPH EXP. C M. L \AA NO gmw l DATE. 10/28/21 BCAL.E: 1/4"=1'-0" BFIEET A2D ELECTRICAL LEGEND SYMBOL DEFINITION -NOTES --e al V OUTLET 20 AMP ON WILE POLE Ii OUTLET 11V OUTLET IO OF CURET WIND TO aura GFI 11i OUTLET HT LRD LFALL NERrO'O MR (TN•PER RESBTANT xP!) 720Y OUTLET (4) WIUE CONOC ION Illr Cfl SIR. WATERPROOF gRLET GROUND FAL.T NRIRP'IEIER SWITCH SUTC 4 D-WAY OPER 6 OUTCH 4-WAY OPER I-.O WALL MICINTED LIGN1 CEILING Li © LED CLG LIGHT LED VAPOR ©VI- PROF LISHT O VP VAPOR FROCP L04T OQ RHCESMD CAN eVINT. FAN I CM MR RYA FT. VER. FAIN YULISHr I c+IN F!R e(A Ft. —Irti FI%IURS (xuy TBD nY RULOm -mmi U12AP ® L AMOU ( ) FL T ARCM (S M 1'NTJ �-{ 2' FLUOIlLCEM 4' FWOHEISCow �-o—is yit G eti OO N TRACK LOW PANEL sib METER OS.D. a'IOKE I7E1tQgL BA�nimGi rs� WALL "wom DAM RAac- r- L�J a'KXE DETERCR WLIYEgESE IMTUE DETlCT02R-CQIIECTED cameo SI " Ed A OSTANCE OF NOT i TFW 4' FROM NALL FONDANT LOW Ifs NATURAL am cunmT . TlLEPNOtE JAat WATER HEATER Dla:oeNECT AIR CONDITIONING see Aw ON ' DNCONNECi I"a TELINNQi JACK CEIL sox ro mt aIPPORTED N O J•BOX FIA"CoAAS 12F BOK MARLED SUCH FOR CELJNG sox Ramm CEILING TO TO BE MIPPORIM N ACCORDANCE LF BOX MARaD AS WON FOR 24' °CATOIa:OiT LIGHT STRIP �nmm� x• NCA'oE°caNT LIGIR eTRP nnn® 4V MCAMIDESCENI' LIGHT STRIP FLOOD LgNT OPT. OIIom KETPAD �I-�I R:J PD. PUaN•BUTTCN FOR CHF un Farr • LOCATION OF TV JACKS / PHONE OUTi 4 PANS TO an VERIFIED ° HOIEOWNEIL PRE -CONSTRUCTION MEETING. • ALL B 4 20 AMP BRANCH CIRWITS TO BE Al FAULT PROTECTED PER ELECTRICAL PROVIEIOM OF POOR TTN EDITION (202e) N NEC 210)2 20M EDITION. • W AMP DEDICATED LAUNDRY CIRCUIT. • OR E RLA0 (NOT ON KITCHEN 0 K UIT) • OWNWASHER DIECOH ECT TO BE LOCKOUT N PAEL • BATHROOM ENHAUST FAN TO NAVE i CAPACITY OF 50 CFM NTEWITTENT PER ELECTRICAL PROVISIONS OF SECTION P10013 F22CR TTH ED (20201 • LANDRY ROOM A!O DISFNMMER RCCEZTACLE SHALL BE GR UNP FAULT CIRCWT-NTgeUPTER PROTECTION FOR PERSONNEL ON FEEDON • WRING MEnCD SHALL nE NON METALLIC CABLE PER ELECTRICAL PRONaONG OF FBCR TTH ED (20201 • ALL UIORK TO COMPLY WTH ELECTRICAL PROVISIOW OF THE FROM 17N ED (20201 A_nrw_ Auer • wE TSi OF LIGHTING 110T B[ BEKT 9rIGBR TTPE PER EFFICIENCY) 2020- Tth jj m RAOU [m] BDRM.#1 PRE -WIRED \\ CLG FAN LIVING ROOM LANAI \ ? CEILING MTD. LIGHT PIQE w1REO TO BE CLG FAN INSTALLED, PRE -WIRED C ' / `J PROVIDE �7T .`,CLG FAN GFI J-BOX FOR OPT. FAN �1 n DINING l I U1 I .lrO A� I I I / � I � I I I I I / WI•C• I VP UNed ------ 11 0: GFI I lui _ �� 4 BDRM•#4#4 PRE -WIRED V CLG FAN I fi RA 1/ I L� _Jc_J O®CFI WH • 44'AFF. BOLLARD / � AS REQ. / PER BLDG. WALL MOUNTED CODE LIGHT W/SWITCH IN ! ATTIC / GFI / CLG. METER OUTLET KEYLESS FIELD VERIFY (L FIXTURE LOC. IRRIGATION OUTLET • 46' AFF. ' GFI GARAGE P.B. FOR GARAGE DOOR __---SWITCH IN CABINET GFI L ---- - L GFI 1� / I \ IPPT• 1 _ I \ OUTLET ( D SINK FOR DW- ` DEL, _{{, \M I RANGE / \ wl O GFI Ili I HOOD WIRE W/ 1FOR 11 1 TTURE MICRO I II 1 I .�.BDRM.j 111 1 / C.', •`J I % PRE -WIRED I I CLG PAN I 1 1 L � II BATH L II II 1 S/COII 1 I 1 \\ EDRMJ L / \ // _ c,' J -7� CLG FAN I \ I P$PC — -I I RA OPT. __________________.-_ - - COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' • I'-V I I � I I °L - I I I I a I I m I LED LIGHTING @ DOUBLE LAV. BATH 01 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES. A ELECTRICAL MATERIALS AND INSTALLATCNS SHALL COMPLY W IM ELECTRICAL PROVISIONS OF THE PBOR MN GQ1IlCM.0 1) LOCAL COOM. AND ALL LOCAL POWER COMPANY PWAUIPGRIPM 0, ALL CONDUCTORS SHALL BE TYPE THNVTMIN UAESS NOTED 01 EIEWSE. POWER COTPA TR•NNSPOR'ER tins .ALUNN" (A.) IN Y' DIA ECHEDU.E EO PVC COOIAT It"" SERVICE IS PROVIDED BY THE ELECTRIC COTPAW COORDINATE WTH TI# ELECTRIC C,C"PANY PRIOR TO BID. I I LED LIGHTING C SINGLE LAV. BATH 02 PROVIDE MW CU. TNUN • 1% CU IN 2' CONDUR OR D " AL, T4M • 1% CU IN 2' CONDUIT OR 2V AL S!A (CONDUIT TO TRR UKATE ABOVE 60MIT • OVER OW OISC NNECT UTC44 A DISCONNECT SWTCH AND BO AMP DOQ40 VOLT M ELECTRIC METER N IAOSE NEMA ae 04CL06 WE PANEL ISOA17P f� EP TIRlFNOrE OeWr CABLE TnEVIaoN BNrHu tIERVIGE MRAICE NQUIFFENT EOUPMENT ERERSTbTEM BONDING fER'1RNAL AT LOW VOLTAGE CONNECTIONS 1 A4 CU SERVICE GROUND CONNECTED TO CONCRETE CNCASED FOOTER STEEL RR ELECTRICAL PROVINOW OF, tHE PetJE Ttu EDITION [20201 SIB" DIA X • FT LONG COPPER CLAD GRAND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-W78 FAX: 407-774,4078 www.a bdesigngrouP.com AA #: 0003325 W tc It SUBDIV. de LOT ABBOTT PARK LOT #6 BLK #12 PHASE #4C PROJECT# 04181,04C-06121 Illill• 4EBB "1828-CALI" GARAGE BIWMG: LEFT PAGE: ELECTRICAL PLAN %160 MPH E . C N I>A E: 10/26/21 SCALE: 1/4"=1'-0" BFIEET E1 ■ PLUMBING PLAN SCALE: 1/4 • I'-O' 21 2' VTR 2j �I/1 'la' 1 � 3' I ! LAv 12 3 I I I 1/2' WASHER KITCHEN 2, SINK W/ AUTO VENT ina PLUMBING RISER DIAGRAM TUB TO I N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407.774-4078 www.abdesigngroup.com AA S: 0003325 d A Z a aVBDIV. Z LOT ABBOTT PARK LOT #6 BLK #12 PHASE #4C PROJECT# 04181.04C-06121 MODEI1 4EBB "1828-CALI" GARAGE 8VMQ: LEFT PAGE: PLUMBING PLAN %160 MPH EXP. C 29 DA'NT I 10/28/21 aCALE: 1/4"=1'-0" aHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT 814A{,L; BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL: BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAB a MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL, BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOT ALL HVAC TO NAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM p y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL /FIN. FLOOR BRONZE FL. PL. / OR WALL BRASS PLUG -"�-FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.v.0 OPT[/OPEC q) LOOR SLAB CLEAN -OUT (TYP.) Nt LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR i WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL P TO UNIT I.Ul 4' CONCRETE SLAB-SXII11//4' SHTTMTL. SCREWS (2) CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYPN ■ MECHANICAL PLAN SCALE, 1/4 • I'-0' NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-8078 FAX: 407-774-4078 www.abdesigngroup.cwm AA 80 0003325 J d o GI c s: 3 -LL i ABBOTT PARK LOT #6 BLK #12 PHASE j4C PROJECT# 04181.04C-06121 MODE2a 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C laJ f-pDARTE- 10/26/21 I SCALJC. 1/4"=1'-0" SHEET M1 PER e.'r�e..r1� 2X4 TOP PLATE rLwv Y PRE -FAD TRUSS V2' CLG. BOARD 7 IR' DRYWALL T )r SECURE ST. — PLATE TO SLAB W/ 10d MASONRY NAIL a 32' Or - MAX FIN. FLR 2X4 WOOD STUDS •24. or - SLAB ITIONS SUPPORTING HUNG PLUMBING RES AND WALL JETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. TYP. INT. WALL (NON—BRG.) Dl SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRIl88 —// MTL. DRIP EDGE J/ 2x FASCIA PER T ELEVATIONS TYP. O.H. VENTED SOFFIT 1/2' THfCK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR- I 3 5/8, OR 5 1/2' DRYWALL 3/8' TOP C14ANNEL (25 GA.) 1/2' DRYWALL 3 5/8' OR 5 3/8' METAL STUDS 24' OG. 20 GA METAL TO BE INSTALLED N WALLS RECEIVING UPPER/ LOWER 3 5/8, OR 5 CABINETS AND TUS/BHOWER 25 3/8' BOTTOM GA METAL TO BE INSTALLED CFIANVEL (23 N ALL OTHER WALLS. STUDIO GA) SECURED TO BE SPACED 16' O.C. AT 2ND TO CONC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BAT14ROOM PAP 4 TO WALLS W/ TILE FINISH WOOD FLOOR W/ 1/4' WOOD WOOD BASEBOARD— SCREW 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD -SEE ENERGY CODE FORMS IFINSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION � WINDOW ATTACHMENT SPECIFICATIONS I REFERENCE STRUCTURAL Ix2 P.T. FURRING—� STRIPS • 24' O.C. a, CMu 1/2' GYP. ILL. BD.� WOOD BASE —� n W/ WINDOW OPENING ti —FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS (NON—BRG.) D 1 SCALE. 3/4' G I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 1105.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 1609 5.1. TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (1)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D SCALE: 3/4'.I'-0' UNDERLAYMENT IN ACCORDANCE 1 WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. ao So& w.i role eye uc 2B GAS LINE THRU BLACK FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG.GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' FIN. FLR s' cl Mu 9' APPIWV'r Am etm cooR APPRD.•AL K6 by PL# AI, rRAGK 1' M DT 074t1ee FA NAl. D TO otoom TPA= s 49M 1w FF DRACIQTe A IWVALr a'FnovnL Aso. s GARAGE DOOR JAMBS D1 SCALE: 11/2'GI'-0' FIBERGLASS SHINGLES, 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR W5.LI. • EA G END ROOF SHEATHING; 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE �—PRE-ENG WD. TRUSS a 2x FASCIA PER AX ELEVATIONS PER ELEVATION VENTED SOFFIT CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS WALL SHEATHNG SEE ENERGY CODE FORMS FOR THICKNESS, AS PER INSULATION R-VALUES SHEET SNI. SECURE PER PER ELEVATION FASTENER SCHEDULE 5/8' GYPSUM BOARD OR 1/2' ON SHEET SNI. HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING - STRIPS • 24' O.C. 1/2' GYP. WL. BD. - WOOD BASE— FPI " e ROOF SHEATHING THICKNESS 15 ENGINEERED PER ASCE '7-ib IN a ACCORDANCE WITH FBCR 2020 4�• _ 1TH EDITION, SECTION R301.1.3 AND 160S.5.1. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.I'-C' UNDERLAYMENT IN ACCORDANCE WITH FEICR S05.1.1.1 OF THE FBCR 2020 1TH EDITION IS e4 WHICH USES (2) TWO LAYERS OF ASTM D226 1 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.a bdesigngrou p.com AA x: 0003325 J h H W 00 A eonD:v ae LA 0 ABBOTT PARK LOT #6 BLK #12 PHASE #4C PROJECT# 04181.04C-06121 MODEL' 4EBB "1828—CALI" GARAGE BVIMG: LEFT PAGE: DETAILS 160 MPH EXP. C r-ppjNTDATE: 10/26/21 8CALE: 1/4"=1'-0" EtIiEET D1 H W 00 A eonD:v ae LA 0 ABBOTT PARK LOT #6 BLK #12 PHASE #4C PROJECT# 04181.04C-06121 MODEL' 4EBB "1828—CALI" GARAGE BVIMG: LEFT PAGE: DETAILS 160 MPH EXP. C r-ppjNTDATE: 10/26/21 8CALE: 1/4"=1'-0" EtIiEET D1 im 2X6 P.T. • CENTER OF DOOR HEADER SECURED UV (1) 1/2' X V J-BOLT W/ 4' MR EMBEDMENT UV 2' X 2' X Va• 1144"It 4 NUT OR W/ (2) V2' X a' ANCHOR BOLTS W/ 2' X 2• X Va' WASHER 4 NUT O ® 6 SECURE 2X4 TO BLK W/ m V4'TAPCON6 1 1/2, EMBED. a• O.C. 4' END DIST. I VV EDGE DIST, ® SIDE& 1 2X6 GARAGE DOOR BUCK SECURED W (5) 1/U' X a' J-BOLT OR ANCHOR BOLTS, kW 4' MIN. EMBEDMENT, W/ 2' X 21 X IA' WASHER 4 NUT. (1) WITHIN a' OF TOP. !U WITHIN a' OF THE STM, ® (3) EVIMY SPACED. O NOTES, ALL ANCHORS SHALL BE IN ACCORDANCE TO MANFAGTWER'S INSTALLATION INSTRUCTIONS WHERE SUCH umnaleTlONB Alos= Moom STIen4eerrc GARAGE DOOR ii1BUCK ATTACHMENT 4C4LL N'.— a' cm IR' DRTW4LL I'X4' P.t. DOOR 000R IX4 P.T. OR b/4'X4' MR SECURE THRJ 1'RAME 4 EXTEND 1-1/4' INTO NAILER BLOCK W/3A6' TAPO" CASINGS 45 (MR SHANKREACH MIN HEAD S0 MN. EMBED114' WITHIN a' OFEND JAM OR WNDCW 4 b' Or- MAX SPACING ATTACH TO 2X PER MANFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3/4" OR +5/4" A D W TO BLACK +3/4" OR +5/4" 2X4. = 6ECUIE TO BLOCK UV 3AW TAPCON6 MIN SHANK SIZE J46 MIN. HEAD SIZE JIM MIN. EMBEDMENT 1 V4') WTHIN a• OF EACH END 4 16' OF. MAX 6PACItC. 2X6, SECURE TO BLOCK WW2) SAW TAPCON6 (MIN. 6NANC SIZE .145 MIN. HEAD 61ZE 300 MIN. EMBEDMENT 1 1/4') a, Cm WITHIN a' OF EACH END 4 b' O):. MAX SPACING, 1/2' DRYWALL 2X0, P41= D I'X4• 6EQURE TO BLOCK P.T. NAILER WW2) 3AW TAPOOMS CASING (MIN SHANK SIZE .14b DOOR MK HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN a• OF EAC44 END 4 b' OL. MAX DOOR JAMS OR WWVOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" /1WINDOW TO BLOCK +1 1/2" 2X4. = WCUE TO BLOCK IV 3/16' TAPCONS (MR SHANG SIZE .Wb MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN W OF EACH END 4 b' OC, MAX 6PACW- 2X6, SECURE TO BLOCK WK2) 3/16' TAPCONS (MR SHANK SIZE J4S MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/49 WITHIN a' OF EACH END a' CM 4 b' Of MAX SPACING. 1/2' DRYWALL 2Xa, SECURE TO BLOCK 1'X4' W92) 346' TAPCONS P.T. NAILER (MIN. SHANK SIZE J45 TM.' O.SD. X 4' MIN 00 MIN. HEAD SIZE 3 MIN. EMBEDMENT I V4') DOOR CASING WITHIN 9. OF EACH END 4 b' O.C. MAX 6PACING. DOOR JAMB OR UNNDOW ATTAC 4 TO 2X PER MANFACTURES DETAILS. NOTE, SHIM AS HEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +1 15/18" @wOW TO BLOCK +1 15/15" 2X4, _ SECURE TO BLOCK W/ 3AV TAPCONS (MIN. SHANK 617E .145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN a' OF EACH END 4 b' OC, MAX SPACNG. NOTE, STRUCTURAL 2X hAJ6T BE 2X6, ® ON OUTSIDE 4 SEGUED SECURE TO BLOCK THROUG04 NON-6TRUCTURAL W/(2) 3/16' TAPCONS 3/6' TAPCON MIN. 1-1/4' (MIN. SHANK SIZE •14a EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I 1/49 WITHIN d OF EACH END a' cm 4 I8. OC. MAX SPACING. V2' DRYWALL T 2Xa, cm RE T SECUO BLOCK I'X4' WK2)9/b'TAPCONS P.T. NAILER MIN. 814AW SIZE 345 DOOR CASING MIN. HEAD SIZE 300 MR EMBEDMENT I V419 WITHIN 8' OF EACH Elm 4 W O.G. MAX SPACING. DOOR JAMD OR WINDOW ATTACH TO 2X PER MANFACTUES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/47 DOOR JAMB TO BLOCK +2 1/4" `BROW TO BLOCK +2 1/4" 2X4, = 2X4, _ SECURE TO BLOCK SECURE TO BLOCK %V W3/16' TAPCONS (MIN. 1/4' TAPCONB (MIN. 614AW SIZE Job MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1,14.) MIN. EMBEDMENT 1 1/47 WITHIN a' OF EACH WITHIN a' OF EACH END 4 W OC. MAX END 4 W OC. MAX SPACING, SPACING. 2X6, ® 2X6, SECURE TO BLOCK SECURE TO BLOCK W/!2) 3A6' TAPCONB WK2) V4• TAPCONG (MIN. (MIN. SHANK SIZE .145 6FIAIK SIZE J45 MIN. MIN. FEAR SIZE 300 HEAD SIZE 300 MIN MIN. EMBEDMENT 1 1/49 EMBEDMENT 11149 WITHIN W OF EACH END S• GMAI U1THIN a' OF EACH END 4 IS, of MAX SPACW- 4 b' O.C. MAX SPACNG. V2' DRYWALL 2XG, ® 2Xa, SECURE TO BLOCK I'X4' SECURE TO BLOCK WK2) 3/16' TAPCONS P.T. NAILER WK2) I/4• TAPCONS (MIN SHANK SIZE .14b DOOR CASING (MIN. SWANK SIZE J49 MIN HEAD SIZE 3" MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END UWTHIN a' M EACH END 4 b' Or— MAX 4 10' O= MAX 6PACING. DOOR JA'gS OR WINDOW SPACING. ATTACH TO 2X PER MANFACTUR96 DETAILS. NOTE, 614IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3" O�rv�ni T'n ar.nrrr +3= 2X4, = SECURE TO BLOCK W/ 3/16' TAPCONG MIN 614AW SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN a' OF EACH END 4 b' OC. MAX 6PACWG. 2X6, SECURE TO BLOCK WK2)3AV TAPCCNS (MR 614ANK SIZE J45 MIN HEAD SIZE 300 MIN EMBEDMENT 1 114.1 WITHIN W OF EACH END 4 W O.C. MAX SPACING. 2Xa, SECURE TO BLOCK WK2) 3A6' TAPOCN6 (MIN. SHANK SIZE .145 MIN HEAD SIZE JIM MIN EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 b' OG, MAX 6PACW- NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SEGUED THRO1,15I4 NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK qa' cm W' DRYWALL 1'X4' P.T. NAILER p r DOOR CASNG NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/47 2ND 2X SECURE TO STRUCTURAL MEMBER WK2)12d WTHN a' OF EACH END 4 6' TO a' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MA IVACnI E6 DETAILS. DOOR JAMB TO BLOCK +3" r-1WINw jl T aTnrrl +s" a' Cm D 1/2' DRYWALL I'X4' P.T. NAILER 1/I6' OAS, X 4' MR DOOR CASING NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 1/4') DOOR JA'ID OR WINDOW ATTACH TO 2X PER I'MANU'ACTURE6 DETAILS. DOOR JAMB TO BLACK +3 7/15" /v11/INDOW TO BLOCK +9 7/18" 2X4, _ SECURE TO BLOCK W/ 1/4' TAPCONS (MR SHANK SIZE 145 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/4') WTHIIN a' OF EACH END 4 18' OC, MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 1/4' TAPCONS MIN. WWI TAPCCN MIN. 1-1/4' EMBEDMENT INTO BLOCK SHANK SIZE .WS MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 a, cm WITHIN a' OF EACH END 4 16' OC. MAX SPACING ALL VJ• DRYWALL ® I'X4' 6ECAAE TO BLOCK P.T. NAILER WK2) I/4' TAPCONS 1' X (MIN. 6HANC SIZE J45 P.T. 4' MR MIN. HEAD SIZE 300 MIN. EMBEDMENT I I/4.1 DOOR CASI/JCs WITHIN a' OP EACH END 4 W O.C. MAX 6PACI14G. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (00 NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" n WINDOW TO BLOCK +3 3/4" d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 p C4 a >r O —LL J W N W O sUHDIV. at w s11 ABBOTT PARK LOT #6 BLK #12 PHASE #4C PROJECT#M 04181.04C-06121 MODEIa 4EBB "1828-CALI" GARAGE 3V7NG: LEFT PAGE: DETAILS 160 MPH EXP. C NT DATE:10/26/21 SMUX: 1/4"=1'—O" SHEET D2 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 22/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBOt 12/31/2022 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 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 12/8/2023 20456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 114%.S 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 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 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 11/18/2022 17676.10 MI WINDOWS & 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 12/31/2024 153S3.4 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 12/3112039 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'-8" SWINGING EXIT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/32/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single IRe EKT. DOOR 2020 FBCR 12/31/2021 10758.2 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 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 23223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 08/16/2021 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 p b ro � �Qap lit, I J BVHDIV, de LAT: ABBOTT PARK LOT #6 BLK #12 PHASE #4C PROJECT# 04181.04C-06121 MODEL 4EBB "1828-CALI" GARAGE 8VWG: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C l�aN�J AR NO 9 3 DA 10/28/21 19CALE: 1/4"=1'-0" SHEET D3 PREFORIM CONTROL JOINT FLANGE OF CONTROL JOINTS Td BE WIRED TIED TO LATH • S' O.C. MAX IVERT.d li�.t DO NOT FASTEN CONTROL JONT TO WALL EVEN IF 6TUD EXISTS BEYOND EXCEPT STAPLER W/ V. LEG MAY BE LIKED TO TEMP. SECURE CONTROL JOINT DURNG INSTALLATION —� FA6TENERB TO BE SPACED-7 • 1' OL. MAX VERTICALLY / LATH SHALL NOT BE ccwfNlJOUS �• TM I%OUGH CONTROL JOINTS BUT SHALL TD 8. 3' THICK. 3 COAT CEMENT PLASTER WRNS LAYER 4, FORTF41BER BUILDING PAPER APPROVED PETAL LATH FASTENED -1' (YEW.) Or— MAX AT SUPPORTS WRB LAYER R. OTUC400 ~ UDOD SHEATHING PER ASTM CI069 / ! �— PROVIDE 2X4 BLOCKING PLACED RAT MAX 6' TO S' FROM CRO ONTL JOINT WHEN NOTM\ / CONTROL JOINT FALLS ON LL ASF STE ERS FOR LATH TO BE NAILS OR — STAPLES IN COMPLIANCE W/ AOTF1 CW*3 2. WIRE TIES TO BE (NO. 0) 0,0416' WRE / 3. BLOCKING. SHOUN MAY BE IN ADDITION/ \ TO WALL 67=6 REdUIRED PER PLAN 77 n"M" TYPE CONTROL JOINT OL FaLD nuANo . Pr. A OL— HW1m FT. A e. CRILAM . A ClIll.FR.0 ® LFDLD NSW •R.A L call • FT.O 3. Call •Pr.0 4 FOLD PT. C Ow! FT. 6 TILL FT. C TCUC44M laORw"1 r.ANO. rs � SOTTaM ~AMM w,6R Twrt MIL. FOLD. 1712 ma wrt. 3' THICK 3 COAT CEMENT PLASTER (RMMEd b2' I COAT C!'!R PLAV W (CAL WRB LAYER 4, FORrMSER BUILDING PAPER (MAIM CPLT) WRB LAYER 9, STUCCO WRAf•SRA E win LIP LATEIe/ OF PULP 4I is A owe NAILFtl MCP stop OWY) �Pat" oncm (m Ill DWALL R.Af N AT OORCe'I OF ROOF a A" Knowleyl" NFL APPROVED BUILDING WiAY SHALL BE LAPPED A MNIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) a 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WTH POR111WR SHEATHING TAPE / r nd. LAP •METAL LAIN \ LATH VERTICAL LAP TO ISE I' n—Tn IT METAL LATH WRB LAYER 4, STUCCO WRAP 'r11HP R AP T / \BUILDING PAPEFORTIFIBER� I M LAP.w L ALL rp-V-APER LAP SCALE, I IR'al'-0' NOTE,. SIDE LAPS OF METAL PLASTER BASES SHALL BE 6ECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORT6 WITH 0041E-N. (121-MM) WIRE AT NTERVAL6 NOT MORE THAN Y (22%-MM). AS PER A6TM CW063. KIC KO UT ,� PAIR OF TEARS IN TEARS B DETAIL MAY PATC44, D MAY BE PATCHED WA40LIN WRAP TAPE PER MA IF. SPEC. OR PEEL a STICK \ I I WOOD STUC SHEATHING STUCCO 3' THICK 3 COAT CEMENT PLASTER METAL LATH UM LAYER 4, FORTIFIBEIR BUILDING PAPER WRB LAYER R, STUCCO WRAP WOOD SHEATHING. • urH • PAPER WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) i' THICK, 3 COAT CEMENT PLASTER(FRAME), I/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED z S'XS' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT L WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4'.4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRRAP. I' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE 610E OF—� SELF -ADHERING MEMBRANE FLASHING STEP 01 INSTALL TO FRAMING N.T.S. COW. BEAD OF SEALANT AIR ELASTOMERC COATING OVER STUCCO/ C.V. FN16H (SEE TYP WALL SECTION) SECTION PER SEC-110N BORIor Iee6R W4 NrMrYw Exledor use of poftki e—t pleamr shall comply 4th the application regolramsms of ASTM C 926-18b. IrR1a11sVon of exterior l."M and framing shall amply wth ASTM C 1083-19a, or ASTM 1787. kMI NII • a 10 tkINlIWd��rImi LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ----- — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/I6 II ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R"103,11 / ASTM C-84-1-I4a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com ` AA#: 0003325 J r b lk4 . C a a mm SVHDM Ae LIOT 14 ABBOTT PARK LOT #6 BLK #12 PHASE #4C PROJECT# 04181.04C-06121 MODELA 4EBB "1828—CALI`l GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ROLAW A ABOU"QU AR NO W70 , D TE 10/26/11 SCALE: 1/4"=1'-0" SHEET WA1 BACKER ROD BACKER ROD WRB LAYER -1, ATIYl-e] 1^ INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECMENCE OF FLASHMG TO BED I. BOTTOM, 2. SIDES, 3_ TOP X' VENT CAP IS TO 15E SET IN BED ..� OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT XWATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND .;�•� VENT -APPLY SEALANT ALL •X JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO Mill ON ALL SIDES, VCAULKING a JOINT ALL AROUND PER SECTION R703.7 Exkwlor athhy and ae tern Exterior use of Portland cement plaster shall comply with the application .X requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, x> 0,ASTM 1711. ;I1 HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 42, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER— BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/1&" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2b LBS. PER SQ. 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 t SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS-) BUILDING PAPER UNDER 'QUICK FLASH' (A)VENT PENETRATION 11 SCALE: NT.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEG. METER FIELD VERIFY LOCATION I APPLY STUCCO SCRATCH GOAT AND ONE (I) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEG, WIRE PENETRATES �O 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 WRB 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 -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 'UMQB LAYER R, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER - T' O.C. MAX )J' TO Nj' Mln-mel I e orrmmn •' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FMISH • MASOI'IRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK WRB LAYER 01, STUCCO WRAP STEP *1 9 APPLY 60 MIN _ GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 B' WRB LAYER 01, STUCCO WRAP MEMBRANE FLASHING I ` WIRE, LAYER 02, FORTIFIBER IBUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *5 STEP 1*6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003325 04 04 04 S SU13DIV. at LOT ABBOTT PARK LOT #6 BLK #12 PHASE 4C PROJECT* 04181.04C-06121 MODEL- 4EBB "1828-CAU" GARAGE 811ITTG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2 . •< IDNT ATE:10/26/21 8CALE: 1/4"=1'-0" 8HEET WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 IFORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR l/I(o' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING; — — — — — k 2 1/2' CORNER BEAD (FASTENER 4 SPACING m "I' O.G.) Ct-tu 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK i N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 y a o sUDDIV. Ae IAT ABBOTT PARK LOT #6 BLK #12 PHASE #4C PROJECT* 04181.04C-06121 HODELA 4EBB "1828-CALI" GARAGE sr/ING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE 10/26/21 8CAL.E: 1/4"=1'-0" sFIEET WA3 LEGEND DRAINAGE PLANE (LURB LAYER "I, STUCCO WRAP) LURE LAYER 02 (FORTIFIBER — • — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1116' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — WOOD CON6TRIXTION BEYOND WOOD SHEATNMG WEATHER RESISTIVE 6APMER BSA ER RRESISTIVE X?l l%LAP AL 61DMG i 1 / \ F6. LA6ELP— FERMG a PLASHING SWING RNG t WEATHER BARBER RESISTIVE STARTER STRIP / \� \\ BFARtlER RE616TIVE PLA&WIS HERndG —' CALVMETAL W FLA SHMG METAL 'D 'Z' PLA 04 Z' R.A &I SIMULATED IYpI�OD TRIMMEMBER AL CAP / IUIYaOXD6TItl•1 MEMBER OR APPROVED 8EA oWT \� 3 SIDING TO STUCCO ® BLOCK TO FRAME � n n TRANSITION 1 a7 WOOD CGNBTRUCTION BEYOND WOOD SHEATWMG WEATHER RESISTIVE BARWER DEER RESISTIVE LAP 81DMG ' I \ MOM 6. HERS BOARS 44 �t N a FL N.A6NRr�RI�+ 13 WEATHER RESISTIVE / \ \ BARRIER 9 STARreR STRIP \ DARNER 72 616TIVE P--AOHERMG GALV'D METAL GALVT7 METAL 'Z' PLA&HMG f' PLA6HMG DD NOT cAuuc OR HARDIE TRIM PER - -- — ELEVATION NARDIE TRIM PER 1 ELEVATION \`SEAL GAP WK NUKMG \ / OR APPROVED SEALANT \ ti SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com ` AA #: 0003325 J h Am 4 SUHDIV. Z Lo ABBOTT PARK LOT #6 BLK #12 PHASE #4C PROJECT# 04181.04C-06121 MODZT- 4EBB "1828-CALI" GARAGE 911IING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C D ATI 10/26/21 SCALE: 1/4"= l'-0" SHEET WA4 10 CENTERLINE SA —SE TARN IN KEEPINGTHE VENT, D ERLY �', 6' MID 1P SIK)V1N IN <' OgLVMNZED gUGNED. VENT PIPE LS SEALED IF UnlI2ED. NNl IN PLACE USING t.t/A' NNLS AT EACH COINER. ROOFING CEMENT SHOULD SE APPLIED TO ALL SHINGLE EDGES NEXT THE N IN THE ROOF THE EMIRS PERIMETER A8 OVTER EDGE AND P SEVERE RECOMMENDED INBES. HEATHER COASTPL SHEAT ENINQIOI—t SRE THE OPENING IN AAORDANCE MATH THE SKEWTTH.SIZ CONBTRUCngd ZONES. SHO. LSED SIZEVENT ENIWIENTANECHANICALV WTH IS USED, 312E THE VENT OPENING IN ACCORDANCE WTH1 VENT FAN MANUFACTURE'S RRNO CONNECTION INS CTON3. WNO DO NOT CUT INTO TRUSSES OR RAPIERS AMEN CUTTING ll£ OPENING IN THE INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENINO50 THAT TIE NNLING FLANGE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING. SLIDE THE TOP AND SIDE FLANGES OF THE VENT FL AND SHINGLES. ALLOWTHE BOTTOM VENTFANGESTO L TO UV ON THE TOP OF THE SNIN(HLEe, ROOF HOOD VENT DETAIL & NT" CUT MOUSCURAP AT A' ANGLE MODIFIED 9' CUT N NDUSEWRJIP ' LINE CIF WINDOW OFWNG APPROVED HOUBEW1-t \ \ OVER 61EATH14111, OVER Wp STUD WILL STEP 1 EXTEND SILL MN P TIMMLOWSILL \J/\ DO NOT SEAL 00"GM --� MN STEP 6 TEMPORARLY FOLD -Ill' L SEC HOUSE~ (a TUCK FLAP LINE stHEAD FOLD Wousm N AT JAME6 1 SLOPE 64LL R INSTALL 6•- 6ELF•AD/lRNO FL.4SNNC Ovm VINYL HEAD FLA61IM RMTN 1 DAMS)NAILSIG R.ANSE INSTALL VINYL CAP RPE AND OVER FIANCE ALIGN FLAaMING WV PIT. EDGE OF 61" RO. TlOHN4K.4LLY PAOTDN FANNED EDGES,. (CAP NAILS, STAPLES) INSTALL DUPONT K.EKU44P AS TF R.ASI4M AT THE FOLD Houbw~ DOWi 4 TAPE DIAGONAL CUT ACROSS, HEAD IF WANWW PLUMBING VENT DETAILS INSTALL 6' WIDE ADNENVE - SAO= PLEXIELE PLASHING MATEIRIAL OVER DRIP CM JONT (PIWDTFATo-WRAP DT-204L a BMW STEP 7 14Q) STEP 8 '14� WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS UNDERLAYIAENT —"� ASPHALT ROOFING CEMENT II TRA FASTNER6 IN END OF SHINGLE ND END SHINGLE AT "T 12' BEYOND VALLEY CENTERLINE 1'CLIPPEDOFF CORNERAT 4S DEGREE FROM VALLEY CENTERLINE blam L IT 16 THE CONTACTORS, PMGFCN6151LTY TO YOWY THE ROOF VALLEY DETAIL WOUGM ,SEA SEALANTS P160DUCT8INDLUDINo FIOU6lY IPA SEALANTS, 4 eELP•A =M INs SCALE, NT6 R-ASNNG MATERIALS, USED DURING CONSTRJCTKX . NSTALL ALL MATEIRIAL" PER MANFAC'TUM" WtlTTEN 61"ECPICATICTM 6I ALANT6 MAY REACT ADVER IELT P NOT COPTATIpLE. EAN AND SEAL JAMB TO SILL JOINTS WITH DOW 119E FOLLOWVG COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING REAL INTERIOR PERMETER OF WINDOW WITH SEALANT APPLY 061 H2U eQ M7,IAL) SEALANT 4 W NPOWI/CM JONT. RJ"D APPLIED PLA814IN6(LANC0 WHITE -SEAL W--06 on EGJAL). SLOPE SILL TO EX Nauru L IT 16 THE CONTACTOR" Fsm"llS,IL17 TO VERIFY THE C X'FArMLITY OF ALL PRODUCTS INCLUDING SEALANTS 4 SELP-AC*49tM R-A6WM MATERIALS USED OWING CONSTRUCTION 2. PLASHING AT EXMMOR W INDOA AND DOOR OPEN9166 614ALL BE NSTALLEO IN ACCORDANCE WITH MAKFACTUIIR'S NSTALLATION MTRICTI" AND APPROVED METHOD IJ OF PEC R703A IJ IN ACCORDANCE WITH M06TRATCN MANFACTUFQM* INSTALLATION AND FLASHING MTRJCTICN6. COMPATIOLC SEALANM MAY FER ACT ADVERSELY P NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, INTO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abdesigngroup.com AA 0: 0003326 21 ~rpH � F i li 21QQ��y���{� R gals C � C sUBDIV. AS, MTMI ABBOTT PARK LAT #6 BLK #12 PHASE #4C PROJECT# 04181.04C-06121 MODEM 4EBB "1828-CAU" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C I NO W723 DATE. 10/26/21 8CAIAE: 1/4"=1'-0" 8 WA5 .I 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK DRIP EDGE !\1 I� '1/8' TEXTURED I FINISH a WOOD 1 �� 1/2' TEXTURED FINISH A CMU / METAL FASCIA WRAP Ye' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH METAL FASCIA WRAP U100D SHEATHING h1 OR CMU t e1R5 LAYER 9, STUCCO u1RAP(FRAME ONLY) WRB LAYER 4, FORTIFISER BUILDING PAPER - ---- (FRAME ONLY) 2X& SLID BAND F1 ROOFNG CEMENT DRIP EDGE © PLAN B METAL KICK OUT �\ NOTE: NOTCH FOR 2X6 \\\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ �\ FOR CLARITY ROOF DECK (BEYOND) 00 DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) \ 1 \ 1/8' TEXTURED FINISH m `\ / WOOD, 1/2' TEXTURED FINISH a CMU 2.6 SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK ®ELEV/ATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB SAND 2' OFF WOOD WALL ®FLAN A PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS O.C. MAX. 2x SUB -BAND WA'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL CQ WALL x x x x x x x x x x x x x x x x x x xx x x x x x x x x x x x x x x x x x x f< x x x x x x SUB BAND DETAIL ® WALL W.IKICK—OUT FRAME OR CMU 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/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK sROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 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/Wx4' NOTCH g END, WRAPPED IN PEEL 4 STICK ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY G I N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 t a c BUBDIV se w ABBOTT PARK LOT #6 BLK #12 PHASE #4C PROJECT# 04181.04C-06121 MODEU 4EBB "1828—CALI" GARAGE SITING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND %160 MPH EXP. C % \ PA NO 9372qY J DIM 10/26, DCALE: 1/4"=1'-0" SHEXTT �? dV AV n,:w 39'.8" 28'-8" 3'4" 16-10" 9'-6" 9'-8" •_4" 3'-6" 36'-2" TOP OF `Y . - 1 - - - - FM-12X12 FM-12X18 WI K I \\ 1A 4 4" CONC. ` SLAB awe oW F-24X24 �I 1,41 *31/2" _ 10'-0" 10 1.1 EXTEND FM-1ix, 8 1 4" PVC SLAB 1 1/2" 1.1 "`CHASE 1A I 1.1 1 to I ' I TOP TOP OF �\ SLAB Ix I 0 1A 1 TE1 I 4:6 1/2" I I 4" 17'-8" I 3'-0" 5 I IN IU I . o 11A ILL I I. EXTEND- 21 1A SLAS11/2" SIM. J m FM-12X18 "� (W ri 4" CONC.( �oW SLAB ( I SIM. 51/2' I �, 312" 3'-5" 1/2" I IN �--J IA $-71/2" 1A 2 o 11 I W 1.1 1,1 1 I FMC-12X18 FM-12X18 FMC-12 18 L 1.1 1.1 FM-12X18 '1 J 4 i.1 #ET-8- 2'-8" 3'-10" 10'-2" 4'-4" 14'-0" 21'-4" 39'-8" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-U-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", 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 WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I1.L71NDICATES #5 BAR, OINDICATES #6 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 ACf 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", #6 =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 2000 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 8)CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15, STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021802-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602.16, USING: Pm = 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, 71h EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 6" SEE PLAN 10' - s FM-12x12 12' CONTINUOUS ,2' - (2)#6's FW1208 12, CONTINUOUS 19, - (2)05's (+)0'-0" FMC-12x18 12" CONTINUOUS 18" - (2)06's VARIES F-24x24 24" 24" iz, (2)#5•s (2)#5's (-9'4'• FOUNDATION PLAN SCALE: 1/4" = V-0" •1 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 r M W f 0 p SU13DM & LOT: ABBOTT PARK LOT #6 BLK #12 PHASE #41C P140JECT# 04181.04C-06121 MODEL" 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C DATE: ptnlrr 10/26/21 SCALE: 1/4"=1'-0" SHEET s1 30 MIN. EACH WAY MONOLITHIC FOOTING }} STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED — g g ^ CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS g CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS s v P_ a �� °�.F • °: .. �'`- ' 1 GARAGE DOOR m I lv. RECESS $O Oq rca O > FM qq e' i 8" CMU WALL, 8" CMU WALL . > _ CORNER BARS, SAME SIZE AS LARGER BAR I W b •- 0'-0' • IN FOUNDATION WITH 30' LEG EACH o +_ U-0 TOP OF SLAB (jjl�/�� WAY AT ALL CHANGES IN DIRECTIONS I .• •'� ( SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB A.r. <MATCH AMOUNT OF CONTINUOUS BARS CURB FOR 4'BAR EXT. PORCH SLAB SEE SLAB SCHEDULE SIZE 48 BAR DIA. 4"CHAMFER (15TORY) 18 EXT. PORCH SLAB4" UAND - VARIES SEE SLAB SCHEDULE TOP OF GARAGE CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET T=p. AT ELEV: W/ 1f2" ISOLATION'.° (WHERE • • 6"CHAMFER (2STORY) #4 24" W/ 1/2"ISOLATION CHAMFER (1STORY)JOINT 6" CHAMFER (2STORY)APPLICABLE) i SEE SCHEDULE JOINT (WHERE30" APPLICABLE ) BEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WAD, BAR SIZE AND BARQUANTITY #6 3S' iFOR waD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANTITY NUMBER OF BARS (IS. 2 TO 3, PROVIDE 2 BARS), UNO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 GARAGE CORNER BARS DETAIL DOOR OPENING (1) #5 REBAR VERTICALLY W/ CONC. z g w POURED CELL T. c w 8" CMU LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON 5 #4 REBAR 24" O C ® - ' 0 CENTER OF NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN 0 Vr 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 10 x,Q 5' � I WALL W/SYP Q I 2' CAPPED GALVANIZED PIPE NEW REINF. BAR H SECURED W/ 2- PART No 2 STUDS SEE PLANS FOR SECURE BT, PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE 1/ZW" WEDGE ANCHOR W/ Z' W/FLANGE ® BASE I EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH t 8", LINO PLATE EPDXY 5-1/2" EMBED. MIN. 0 16" OC S FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX 4" CONC., REINF. W/ USE AND w I SPECIFICATIONS FOR BTM AND TOP PLATE k6" #10 WWM ON l 6-MIL POLY ETHYLENE SECURE FLANGE TO PREPARATION OF u�i 4• a' ANCHORS W/ 10d x 1 ALL COMMON NAILS FILL ALL v. VAPOR BARRIER ON SLAB 1/4"X 21/4" HOLE. HOLES, DO NOT USE 10d w T • I I I � WELL -COMPACTED TAPCONS NS x 3" SEE SLAB SCHEDULE CLEAN FILL TERMITE } a TREATMENT SHALL BEp'�, BORA-CARE TOP OF SLAB ° ° I (2) CONT. #4 REBAR 4" CHAMFER (1STORY) ° f 6" CHAMFER (2-STORY)— •. ' (2) #5 REBAR ON CHAIRS MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% EQ EQ V VIRGIN OR ENGINEERED SOIL o COMPACTED SOIL FOSEE SCHEDULE R WAD, BAR SIZE SLAB HEIGHT LESS THAN T-61 PER PLAN 5 BOLLARD ADDING BAR TO AND BAR QUANTITY EXTERIOR MONO DEEP SCALE:-0" c MONOLITHIC FOUNDATION V SCALE:34"=1'-0 INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=1'-0"(W/UPLIFT) W/ BLOCK WALL 877ALE:G 3hV=l'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 16d COMMON1! AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2z4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE WALL W/ SYP No 2 STUDS SEE m PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT, 4/// SECURE ST. PLATE TO d n E PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL SLAB W/10d MASONRY 12' O/C STAGGERED. a NAIL 12' 0/C STAGGERED. ADDITIONAL METAL O ADDITIONAL METAL CONNECTORS NOT 8" CMU WALL CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO UPLIFT IS PRESENT.T. i +-0-0 �. POURED LINTEL CONT. (TVP.) UPLIFT IS PRESENT. _ '' 8" CMU FILLED CELL (TYP.) •: b TOP OF SLAB I�~SEE w SEE SLAB SCHEDULE SEE SLAB SCHEDULE 2X WALL FRAMING tl�. SLAB SCHEDULE 12" DIA. SIMPSON ST82 BOLTS 5" -0' o'-a' ? ♦ ` ti` MINIMUM EMBEDMENT INTO 'OP OF SLAB - �� TOP OF SLAB g "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND 4 to ° CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH • 4 y • -- — FOUNDATION AND SLAB SEE SCHEDULE • SEE SCHEDULE FOR WAD, BAR SIZE FOR ViAD, BAR SIZE . / AND BAR QUANTITY AND BAR QUANTITY ,AL ✓` EQ. E0, SEE SCHEDULE � �'�jpJ FOR WAD, BAR SIZE COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION INTERIOR CURB FOUNDATION WOOD WALL 9 10 SCALE:34"=1'-0" 11 $ SCALE: 3/4"=1'-0" (NO UPLIFT) SCALE:34"=1'-0" scALE.3/a-1-a (NO UPLIFT) d N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA is 0003325 1 d s 4 f: muBDiv ae Loll l ABBOTT PARK LOT #6 BLK #12 PHASE 4C PROJECT# 04181.04C-06121 MODEL• 4EBB "1828—CALY" GARAGE 3TnNG: LEFT PAGE: DETAILS 160 MPH EXP. C DOWEL PLAN SCALE: 1/4" = V-0" d N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7746078 FAX 407-774.4078 www.abdesigngroup.com AA N: 0003325 ja a 9VSDIN. Ae LOT ABBOTT PARK LOT #6 BLK #12 PHASE #4C PROJECTµ 04181.04C-06121 MODELa 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C AR NO 93723 JNo 60723 j ETto/z8/zlDA 8CAL.E: 1/4"=1'-0" 8PIEET S1.2 i TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEGROUTED BOND BEAM -J, VARIES PER ELEV. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6075 FAX: 407-7744078 www.abdesigngroup.com AA#: 0003325 • #5 BARS E B' b 5 a' a CLEAN OUT REQUIRED FOR INSPECTION V-0" FIN. FLR. •- TIE ERTICAL REBAR . q . • TO HORIZONTAL ■ § REBAR W/ 10" HOOK q g � O 4 BAR SIZE 148 BAR DIA. I*---�c #3 18 #4 2430' CMU UNIT DIMENSIONS O b ARE NOMINAL SIZES #5 30" 4 ' g MASONRY SYMBOLS 3 SCALE: 3l4"=1'-0' HORIZONTAL/VERTICAL � REINFORCING x � SCALE: 3/" 0 N STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND c SPACING REQUIREMENTS �U w b 8" CMU WALL �• TOP OF SLAB -q TOP OF SLAB EXT. PORCH SLAB -SEE SLAB SCHEDULE 4" CHAMFER (1-S70RY) BAR SIZE 48 BAR DIA. q W/ 1/2" ISOLATION 6"CHAMFER (2STORY) JOINT (WHERE #4 24" APPLICABLE) MATCH STEEL #6 301, U' PVC CHASE Zr REINFORCEMENT PER SCHEDULE #6 36 6" PVC CHASE THRU FOOTING aUDDIV. & W ABBOTT PARK LOT #6 BLK #12 PHASE #4C PROJECT► 04181.04C-06121 MODEL.• 4EBB "1828-CALI" GARAGE 31IING: LEFT PAGE: DETAILS 160 MPH EXP. C THRU FOOTING #7 47 ARCH MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR V*D, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING aW7 4 SCALE. 3W*=1'-0" DF-PltDmA 10/26/21 aCALE: 1/4"=1'-0" aIIEET s1.2A 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, .17T' ° 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 RZZMM INDICATES OPENING BELOW ! T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I 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 (PSI) WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 N!A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES L — — — — — — — — — — — —0— — — — — — — — — — — — , — — — — — — — — — —~ - — — — — — — — — Al SF16 MIN-lT/0M/1B 17'-4" BTM. OF LINTEL ® T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1 /4" = V-0" 'd N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 � a W 3 'F p- 14 pub O a a N W f 0 aU33DM ae LOOT ABBOTT PARK LOT #6 BLK #12 PHASE #4C PROJECT* 041 1.04C-06121 MODELS 4EBB "1828—CALI" GARAGE 8Wl": LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C oj 2� F-PRINTDA 10/28/21 SCALE: 1/4"=1'-O" SHEET s� #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK-- 3a'TVPICAL #5 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0' NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 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 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. pJE /S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH LINTEL THE BOTTOM / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL /REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. / > M�ia. 6, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. pgS�Fgt� j1\pM � e Q • p� F=FILLED W/GROUT ��p<Np U =UNFILLED NOMINAL # OF #5'S, IN 2ND BOND WIDTHBEAM COURSE r� F�a� �16-1 A I I ICl/ B ?� NOMINAL HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-iT/i M4IB I NDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM AND XFXX-1T/OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX-1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX- lT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST • q3 IA. WINDOW Z SILL v SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/7'=1'-0-0" Typ ON E BOND BBEAM TYP. S"6" b SONDBEAM OX16 DEL BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE SX8 BOND BEAM TOP OF W/ (1) #5 BAR 'i BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8X8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (1-2) LENGTH OF BAR = WIDTH OF MASONRY OPENING _2' BEAM DESIGNATION OR 8X8 PRE -CAST CONCRETE SCALE: 3/4"=1,-Ci" LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS ma . PRECAST HEADER(MIN) 2X4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2X6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") S' FROM EACH END AND 16' O.C. MAX. MIN 1-114" EMBEDMENT 2X8 (MIN 2 X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE, 145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" D.C. MAX. MIN 1-11. MIN, 2-12d PER BLK. EA. END EMBEDMENT OSB SHEATHING WALL 5ARCHWAY FRAMING DETAILS SCALE: 3/4" " 1 •-0" i — SINGLE #5 CORNER BAR, 30X3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL I BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesgngroup.com AA #: 00M" 1 d momp aVBDiV. Se La ABBOTT PARK LOT #6 BLK #12 PHASE #4C PROJECT# 04181.04C-06121 MODEL 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C DATF—RZ: 10/26/21 SCALE: 1/4"=1'-0" $HEFT kfts2.1A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 e18.08 18-IT 1T 4-1T108 1TPoB 4T/08 TYPE LENGTH 8/8 PLAIN 8/8 SOLID ___TYPE LENGTH WIT 8/1&1T 8/261T BM44T &26-1T &W-IT W1B Barn 1Tn 1Tn 1Tn -1Tn 8I8.2T 8n6.2f &203T &2442T 06-2f 0/32-2T 3'4r PRECAST 1436 952 3114 4217 5321 6426 7531 T-6' PRECAST 689 1024 Y4r PRECAST INN 3524 4394 s283 0132 7001 2485 6113 8385 7708 9031 10000 1589 3524 4394 5283 8132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4785 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 308D 3815 4570 5325 8079 1961 6113 7192 6524 7627 8761 1363 3060 3815 4870 5325 6079 4'-0" PRECAST 819 533 1770 2400 3033 36M 4300 4'-0" PRECAST 398 591 v4r PRECAST 1207 2582 3375 4043 4711 5379 1625 1 5743 7547 0752 8541 7585 1207 2707P23=29 4043 4711 6379 5 4' PRECAST 931 1247 1999 25W 3123 36M 4249 5'-4" PRECAST 411 411 5'-4" PRECAST 1016 1808 2944 3513 4084 1319 4460 7190 7342 5780 sm 1010 2276 3399 3961 4084 5'-10" PRECAST 817 1024 1031 2090 2549 3000 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 2443 2915 3367 1181 3693 5877 803s 6548 5776 929 2080 3107 3620 4133 6' 6" PRECAST 692 1139 3227 3031 3707 4383 5061 6' 6" PRECAST 410 721 6' B" PRECAST B35 1201 1955 2332 2709 1139 3227 4598 7064 1D000 8825 835 1868 2790 326t 3712 T-6" PRECAST 571 938 24M 2205 2898 3191 3655 T-6" PRECAST 303 534 T-6" PRECAST 716 900 1 1181 1482 1743 2025 M 1 2498 3408 4804 7067 6472 727 1624 2026 2426 2827 3228 9'-4" PRECAST 428 633 1593 2204 2481 2818 2621 9' 4" PRECAST 192 384 8' 4" PRECAST 454 5B6 767 90 1120 1310 we 1674 2298 3081 4099 4899 572 1318 1543 1M 2164 2519 10' 6" PRECAST 388 487 1247 1767 1904 2163 2028 10' 8" PRECAST 151 301 10' 6" PRECAST 350 488 612 765 899 1042 660 1407 1897 2781 3222 3784 5D4 1180 1472 1783 1710 1989 1114" PRECAST 330 544 1312 1742 2252 2868 3530 1V-4" PRECAST 132 417 11'-4' PRECAST 430 406 530 653 m 872 544 1312 1742 2252 28e8 3552 406 1042 1372 1643 1470 1710 12-0" PRECAST 308 607 1210 1598 2048 2586 M91 12'-0" PRECAST 111 370 12'-0" PRECAST 383 3W 470 587 698 783 607 1210 1598 2048 2588 3171 440 940 1300 1880 1314 1478 13'-4" PRECAST 270 433 1045 1385 1732 2167 25M 13'-4" PRECAST 82 298 13'-4" PRECAST 308 303 393 484 675 645 414 1045 1365 1732 2316 20M 398 780 1057 1312 1071 12D3 14'-0" PRECAST 254 388 97s 1272 1606 lees 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 300 443 526 we 390 978 1272 1606 1950 2389 378 717 961 1192 975 1133 14'$" PRESTRESSED N.R. NR NR NR NR NR NR 14'$' PRESTRESSED N.R. 283 14'-8" PRESTRESSED 230 422 506 on746 855 468 ion1429 1824 2277 2712 246 883 980 1237 1474 1715 16-4" PRESTRESSED N.R. NR NR NR NR NR NR 154" PRESTRESSED N.R. 252 16-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 610 908 1134 1353 1572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 17'4" PRESTRESSED N.R. 183 1T-4" PRESTRESSED 187 320 365 451 567 s80 300 em 1121 1413 1739 2047 192 506 720 501 1135 1312 19'4" PRESTRESSED N.R. NR NR NR NR NR NR 19 4• PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 268 348 430 513 595 235 7W 959 1200 1487 1710 166 420 623 803 950 1098 21'rF" PRESTRESSED N.R. NR NR NR NR NR NR 21,,4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 464 527 180 598 833 1038 "T 1468 142 373 537 090 818 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 200 359 428 497 1 66 MO 784 992 1213 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 Al 302 360 418 129 450 654 824 1014 1147 124 I. ass 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com k AA #: 0003325 1 mmo sUBDrv. ac LOT ABBOTT PARK LOT #6 BLK #12 PHASE #4C PROJECT# 04181.04C-06121 MODELe 4EBB "1828-CALI" GARAGE STIMG: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C 20 PRINT 10/26/21 DATE: SCALE: 1 /4"=1'-0" SHEET S2.2A mmo sUBDrv. ac LOT ABBOTT PARK LOT #6 BLK #12 PHASE #4C PROJECT# 04181.04C-06121 MODELe 4EBB "1828-CALI" GARAGE STIMG: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C 20 PRINT 10/26/21 DATE: SCALE: 1 /4"=1'-0" SHEET S2.2A 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/ 1 Od 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. S. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 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 2 718" 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. 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. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. CA II II J7 I —�--� II n— CA CJ3 n u It If 11 x If a If If it IC 11 u a CJ3 qq N A I II M 1 =� II ATTACH 4'-0" LONG 2x SCAB TO CJ5 = 11 II 11 II II TRUSS W/ 1 Od NAILS @ 6" O.C.Ali I 11 11 CJ5 (4" FROM EA. END) I if lA A14 1 A.{�a•s>ese e e to _ A10 00 A� A� = it =e ----d—=:a�x � U O � PRE-F TED ROOF 624•o.a MAX e =x e=�e _ =tea era ==mmeAX a�a a yl: te d O 0 �� _ � o 0 N e=e x�ca��v�sz Eas�vs�xm��zs=az� = O I I I I I I 0 A1A = U I I I I I I a 22"4" ATT :A�EIS�sa==� 3.1 z <m s� 1A U A,re�a -- .1 \ i 4A, _' \ m-MM �Me FRAMING PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA R: 0003325 �c m t sR C SVBDM Ae LflT: ABBOTT PARK LOT #6 BLK #12 PHASE 4C PROJECT# 04181.04C-06121 1[ODEL• 4EBB "1828—CALI" GARAGE SUING: LEFT PAGE: FRAMING PLAN %Q60 MPH EXP. C 202 AA NO DpiNT A 10/26/21 SCALE: 1/4"=V-0" SHEET s3 A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 J" NAILS TO TRUSS 8-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 ]" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }" NAILS TO GIRDER AND 12) SIMPSON HETAt6 TRUSS ANCHORS WITH (12) 16d x 3 �' NAILS TO GIRDER 1.2. 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 "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2' x 4", 6'. 6' x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES ® 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) 1 a 1 b 1 ccTYPICAL TRUSS/ SCALE 314"=1'-U' GIRDER CONNECTOR(S) 314" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 518" GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w1(2) 16d TOENAILS DOUBLE TOP PLATE ENGINEERED WOOD TRU 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 —� TRUSS ANCHOR WITH (9)10d x 1 k' NAILS TO GIRDER, PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 1X2,2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. IX2 SECURED W/ 10d MASONRY BOND GALV. COMMON NAILS BEAM 12' 0/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27'x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5"TITEN HD TO CMU AND (12) SDS }'x 2 }'TO GIRDER 3-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) �' x 5" TITEN HD TO CMU AND (18) SDS }" x 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) J' x 5'7ITEN HD TO CMU AND (18) SDS }" x W SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 6885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c GIRDER CONNECTOR(S) B ALE 3°"=''-0' LSTA1220 GAUGE W/ 10dx1/2 HOG NAILS 0 EACH END. TOTAL OF 10 FLOOR GIRDER iTT4 W/ 5/8" AB. WITH AIN. T' EMBEDMENT TO SLAB & (18) 16d x 2X4 OR 216 WOOD BEARING 2-1/2" NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/1Dd MASONRY NAIL PROVIDE BLOCKING 12' O/C STAGGERED. ADDITIONAL METAL V2' GYP. WL. BD. - �a CONNECTORS NOT e REQUIRED WHEN NO -• • �- ' ° UPLIFT IS PRESENT. GIRDER/WOOD POST CONNECTIONS aa., 5 r,-"\FLOOR TRUSS CONNECTION @ L.B.W. `* scALE:3/4"=T-01' (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM. — PLATE DEPTH 1/4'D —HOLE EDGE >511" -HOLE DIAMETER 2/5-D SGL. STUD HOLE EDGE >5/6' HOLE DIAMETER < 3/5'D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2'=1'-0" 6'4T MAX (W/1X4) 0R 1 d-0' MAX (W/2X4) MAX., OR 2x4 BTM. CHORD BRACING 10-0" O/C MAXSECURED W/ 12) 10d COMMON NAILS AT EACH CHORD # 1100 UPLIFT SIMPSON — HTSM20 W/1010d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WI1010d 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 & 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 8 SCALE: 3/4"=V-0' 1x4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=V-03/4"=V-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d ® EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1)'X' BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) X. BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS —� STIFFBACK (AS PER—� TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2X4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2X PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2X4 SECURED W/ (2) 10d's ® EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE. 3/4"=TF 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"=1W' U41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774+1078 www.abdesigngroup.com k AA #: 0003325 j a ry IL 3 a Tj SUHDIV. ac L021 ABBOTT PARK LOT #6 BLK #12 PHASE #4C PROJECT* 04181.04C-06121 MODELa 4EBB "1828—CALI" GARAGE STr MG: LEFT PAGE: DETAILS 160 MPH EXP. C DAcE: 10/26/21 SCALE: 1/4"=1'-0" WMET S3.1A 2X4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d Q EA. 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5TRUSSES) 0'-0" TO 30'-(Y' (1) "X" BRACE 30'-V TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE Q CENTER (2) W' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES Q 24" O/C, 1x2 SECURED W/10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2)12d's Q MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:34"=1'-0 PRE-ENGINEERED (VALLEY TRUSS CONNECTION L SCALE: N.T.S. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD l�1 BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2X6 PT. PLATE TO BLK W/TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN, EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2X4 SECURED W/ (2) 10d's Q EACH TRUSS TO BE INSTALLED Q 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdesigngroup.mm AA A 0003325 40 C 3 SVBDIV. & LAT ABBOTT PARK LOT #6 BLK #12 PHASE #4C PROJECT# 04181.04C-06121 MODEL 4EBB "1828-CALI" CIARAGE 8WING: LEFT PAGE: DETAILS 160 MPH EXP. C DAINT A 10/26/21 SCALE: 1/4"=1'-0" SHEET S3.1B _.._END HIPROOF 1r—•"�L ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 •52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.60) ZONE 2n 6960 PSF (7980) ZONE 3r = 83.80 PSF (93,80) ZONE 2r = 6180 PSF (79:80) "A"= 4'-O" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE C EFFI O COEFFICIENT: N :+/-0.18 C ROOF OIAPHMGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/37' STRUCTURAL SHEATHING EXP 1 40/20 METAL FOR CEMENTITIOUS TILE AND ROOFING, USE MIN. R OFI 19/37' STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE IAII o nl ugcLeanlre SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 1Od RING SHANK, 21/7 0.131 F1667 SCR W SHANK 170 000 RING 16-20 RINGS PER RSRS-03 8d ANK, 2 3/6' 0.113 SCREW SHANK SCREW INCH) RSRS-01 SO RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/7' COX OR 7/16" O.S.B. PLY WITH 8d 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 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHMENT SPACING ZONE 1. 10d NAILS 0 4" O.C. ON EDGE ANDS' O.C. IN FIELD ZONE 2e, 2n, 2r 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Ed RING SHANK GUN NAILS 04" OC TOP 4 BOTTOM EDGER �w �U IO S RAFTER OR TRUSS ROOF SHEATHING ■���uIt 11 I I 11 WL MMMMM ._ II .. U BUILDING LENGTH, i ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD1 DROPPED TRUSS 2.4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 15'O.C. IF NO DROPPED GABLE END, ATTACH 20 #2 SYP BLOCKING 0 15' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 21 BLOCKING PER NAILING SCHEDULE 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#8 7' DECK SCREWS ® 6"-8" O.C. MAX 0 EDGES & 17' O.G. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING I YH. 3/4" 1 &G SUB -I- QLJK Ut-UKINU JLUEU I U ALL EXPUSEU 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, TM$ 402/802-16 AI61 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 ARCHITECT 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-DOANS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331CM MAXIMUM AGGREGATE SIZE SHALL BE W. WOOD: PROVIDE 8%AJR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-OWGROUNDWHERE INDICATED ON 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 DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT UM FORM -WORK: CORROBORATER TETTRAHEDRAL (DO ). WOOD FOR 3 UCTURALL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %* OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP MR. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM AT 064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-D' OC, EACH WAY. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE I CONCRETE DEFORMED BARS REBAR SHALL ASTM E DE 40 N C NC S L 8E S M A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf ANDREVVERTICAL 'S BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER 20 psf TOP CHORD Ron—cun,nt TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 38" 10 psf BIN CHORD-non-conWrreM #5 BAR - 30" #7 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. 15 psf TOP CHORD 20 Pbf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 Psf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BIN CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 Psi WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 7-18 (FBC R2020) EXPOSURE C, RISK CATEGORY 10 LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS'. 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: 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 ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED SHOP RAVINGS 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 ARCHITECT. FOUNDATIONI SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, 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 ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS'. 2 500 PSI REGULAR WEIGHT FOR FOOTINGS AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5 H- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACt 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REOWRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANWOR WEATHER 1.112" FOR #5 AND SMALLER 2" FOR A AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-112' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS WOOD TRUSSES: TO BE DESIGNED AND ACCORDANCE IN FABRICATED WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR E DA STRESS -GRADE LUMBER AND ITS FASTENINGS' BV THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION'., AND "BGSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1990. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS S. ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT R THESE PLANS SHALL BE NOTIFIED TO THE WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 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. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE V. = 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 IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C478N L PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3 PSI AT 28 DAYS UNLESS AND HA 0 L N 00 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 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. 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 STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A3&A38M FY = 38 I®i FOR ANGLESPLATES AND WSL HAPES. STRUCTURAL TUBING SHALL BE ASTM A5001A500M GRADEF = 46 I¢i. STRUCTURAL PIPE SHALL BE ASTM A 3/A53M GRADE B TYPE E OR S F = B, y 5 y 351wi TUBE AND PIPE COLUMNS SRALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. 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 D CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR D ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION 917E TYPE SPACING REMARKS APPLICATION SIZE ttPE SPACING REMARKS 1.2 PT FURRING TO CASE HARDENED COIL GARAGE DOOR BUCK tl1"DA APCONMA90NRY 111 EMBED, f"ENO 11T., MASONRY/GONG. 11IYLONG. 8"OIC TO MA9ONRYKX c NO WASHER FASTENER B"PC 112"EDGE DST. BOD.AL, .—DOORS r NOTE. CASE HARDENED CqL NML1 tYY lONG. IT STAGGERED VANDOWIDOIXN FABTEN� INTO MA90NRYK'gNC. GPMOE DOOR BUCK TO MPeONRTICONG. rz,o wWA9HER IXPPNdONB0.T ,e"GC (3Ir dA+ 2A' (—.A) SEDGE DIET. .I— cABE HARDENEDOGL vnNrowi000RI FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING n PT. SEE NOTE. NAIL+,? LONG. STAGGERED iNTOMASONRYw;GNc. MASONRYI qNC. REQUIREMENTS EAT. SYY,NGOGCR (2)b,9'_ 'TAFCOM „?EMBED,B"END. BUCK 2K PT. SEE NOTE. NO WASHER FAETNER 18"OIC pW I I III EDGE qST. ?»PTWINDOW BUCK 0.138°PAFv 211B" S"G'C i"END. qBT.., tYP PT TO BTTLEGOL., SEE yII WASHER eTAGGERED EDGE DIETNOTES 1STAPLES 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 WIDE OR WIDER AS THE DOOR ORWINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2z MEMBERS ARE SECURED WI TAPCONS OR RAF TO THE SUBSTRATE, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J a 1 IL IL tz t O 4 BUEDIV. 411C I4oT ABOT B T PARK LOT #6 BLK #12 PHASE 4C PROJECT* 0418 .04C-06121 MODEL' 4EBB "1828-CAU" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C 2� I'ptxwT DATE 10/26/21 SCALE: 1/4"=1'-0" 8HEET s N1 1 © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX STAPLESINSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS MAX. DETAIL A FASCIA 7O 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 7Q STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLESINSTALLED @- 12" O.C. MAX (INTO (2)WOOD) IN J-CHANNEL SLOT } WOOD BATTEN @ -STAPLESINSTALLED D 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 -al l - DETAIL D OSTAPLESINSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS (DSOFFIT-- l Q J-CHANNEL J" h DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'L' SPAN 'L=-)� SEE DETAIL W-l' SEE DETAIL'E" — EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) #0FF7T—'-i=4 SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END go BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING /-TRUSS/JOI / BY OTHER 2-1/4" EMB. WOOD BATTEN Q v DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHO 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO (Z)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" gQ MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) Q J-CHANNEL J,I DETAIL C J-CHANNEL BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7Q WOOD) IN J-CHANNEL _ O 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. Ifl! 1.3.519 EAVE WIDTH .375 >{>•llttf> j 375 (ROOF >{j .4 3.625 3.625 3. OVERHANG) 5 \ .06 .03 _DF12� CONCRETE; sA CMU OR WOOD (NOTEA) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 avHDM & L,0714 ABBOTT PARK LOT #6 BLK #12 PHASE #4C PROJECT# 04181.04C-06121. MODELc 4EBB "1828-CALM" GArtAGE BWDM: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C ROISM0 A ABOUlSF91CRA L AR NO 93723 i ` —AT- ` 10 28 awTE: 21 8CA=.- 1/4"=V-0" aFIEET SDI 0 P)P-LI5-?3 Or [�O(iol Abbott r�� �23bo�,�4 75`Sy � Sa;l Clow LP