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Home My WebLink About7772 Davie Ray Dr99 1828-4EBB--CALI 99 cn O v HOMES W ofin co 1`O �0 w 0,w0 40 <000 XzeW Y©�C3OW X LL O 7ZUzi: Q .3:w0E-Z, .J 000 F-® tO �0z<r01 �- w Wo z 12602 TELECOM MRIVE, TAMPA, FL 33637 T4&1= (813) 740-9720 Fax: (813) 74.0-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .FWWA BUM= CM, R�gliflAl„ ASV. ABOVE LAV. LAVATORY DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE ��aaaa�� v y� 6M ED?= (8017) IACAL AND S[Ai6 COD133 •OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB A/C ALTJ. . AMP B°. GAB. AIR CONDITIONING ALD USIA LE AMPERAGE BOOANTERLINE CABINET LUM. �. MIN. MTD. MTL LUMINOUS ME�AE�IRT MINIMUMion METALTH ESHOLD ED METAL ��•AIM. ARCHITECTURAL SHEET DESCRIPTION Fec �DA1E PG Cl—COVER SHEET GN—GENERAL NOTES rDATnE CPSFIE-Ie" NDIN�ELEVATMADDEDPG TAMPA, FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 MIN. INTERIOR FINISH - CLASS B •BASIC WIND SPUD - Vult=160 MPH vend=124 MPH • EXPOSURE — C •I -STORY RESIDENCE _ CUL CONC. CPT. C.T. D. DBL. D.O. CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED N.T.S. G.C. PL P.B. PH. PLT. PLY" PR. NON OT TO C NOT TO SCALECLR PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR G Al -FLOOR PG PG "D" PG El —ELECTRICAL PLAN PG Pl-PLUMBING PLAN �'S �"U38UED 04/19/B FOOTICsRi'YOWNMRM.BOUEs wgRE.Igp ADDED CLMEWF00IERATGARAGE DETAL (FORT MYERS) PLANMAMTENANCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER IACAL DMA. DIAMETER P.T. PRESSURE TREATED PG Ml-MECHANICAL PLAN AND STATE CODES DIM, DISP. DP. DR. D.S. DTL D.W. EA. ELEV. EQ. EXH. EXT. F.GJt7C. F.G. FIN. PLR. FLUOR. FR. DR. PTO. GA. GAR. DISP. O.F.I. OL. DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL OAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS R RAD. RA.G. REF. RM. R.O. S.C. S.D. S.H. SHY SHTHO. SHWR. SL. SL, SL. STD. SWS TEMP. THK. T.O.C. T.O.P. T.O.S. TYP. RISER RAMS RETURN AIR GRILL REFRIGERATORSTATE ROOM ROUGH OPENING SOLID COREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING STANDAOLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOPOFSLAB TYPICAL PG Dl —DETAILS D2-DETAILS PG D3—PRODUCT APPROVAL LISTINGS PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA8—WALL ASSEMBLY DETAILS FW01 REVISED LKM STD=. AT FRONT ENTRY DOOR OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-8078 Fax: 407 ( ) 774-4078 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER UMLL BAMSON (MELBJpG SQ.FT. CALL. S REVUMED WAG VOLIM ON GMT CALC 8CHEOlLE (MELB) ADDED'EXIENORMOWDEEPFOOTER'DETALDBUA(ORL) LIVING IA28 FT• GARAGE 439P MSc. FT. ENTRY 16 60. FT. LANAI Sp• FT TOTAL 2�'62 8Q, FT. 064VI8 ADDED LET) L&ffG • KITCHEN N BATH PER MAW, BOUES OVM ADDED STONE OPTION ELEVATION C 4 D (TAMPA) 09NUB ELEVATION G' MOM LOUVER a GABLE ROOF jVrAA9 ADDED OPT. 6' D CEILANG HEK�VMT6 gIN01ltp REPLACE UBP CONNECTORS TENTH 8IMP80N COMECTORB 04A'MS RENBE ENKAVENT RADONPLAN DIMENSIONS 04/Me OPT. S'•O' CLG. HOT- ADDED LED LIGHT IN FOYER OPT W-V CLG. NOT. ELEVATION •C•- REVNED FEK/NT OF AgMMY 0b�4p ADDED ELEVATIONS •L• 4 TT (ON.) STRUCTURAL SHEET DESCRIPTION GYP. BD. H.B. x» HOT. OR HT INSUL. NT. GYPSUM BOARD HOSE BIB HOLLOW GORE HEIGHT INSULATION INTER OR U.N.O W. W/ WD. Wow. W.I. UNLESS NOTED OTHERWISE VAPOR PROOF WITH WOOD WINDOW ATT HEATER WROUGHT IRON gnu ADDED ELEVATIONS 1'1G'•1•FI'-1'18' (OIL) PG Sl—FOUNDATION PLAN PG S1.lA-DETAILS PG 51.2—DOWEL PLAN PG S1.2A-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 PG S2-LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2.1A—DETAILS IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S3-FRAMING PLAN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.lA-DETAILS PG S3.113-DETAILS CLUMCATION. PG SN1—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAXES NO RESPONSIBUX17 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. 1441 N. RONALD REAGAN OLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com L AA M: 0003325 A aUDDIV ae LOT: ABBOTT PARK LOT ##14 BLK ##10 PIt jzcTjv 04181.000-14101 MODErt 4EBB "1828—CALL" GARAGE 8VnNG: LEFT PAGE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (2017) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH 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. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 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 STRICTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 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 518 -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. SRE WOW( 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 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF Y- 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. i i. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. 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 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6• WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLlI mm 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 3/.' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. B. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 SECTION P2603.2. EXTERIOR WALL COVEWNOS 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 TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FSSSHES 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 ASTMC926 & ASTM-C1063.128. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & 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 -15A 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 CEWNGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/7 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 ADMN18TRATION SERVICES ARE NOT APART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOMS 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) 61h EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. M N. RONALD REAGAN 8t LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 14 o :o is a [PlItOJECT# VHDrv. a. wBBOTT PARK LOT #14 BLK #10 04181.000-14101 MODEU 4EBB "1828-CALI" GARAGE awula: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C of �3 a NO DART E: 07/29/20 SCALE: okmzT GN 9 *- 3S'-8' i - olL4 • I - ' 1 ' 11 olllio — oll.��.a!o m 1 1 I1 yip � I r - - - O 1J m 13 • DOLLARD oAS REa n -PER -CODE■ - �r i - u 1 �. .1 J' O ;:II' 11 .1 O�Q OIO - o ,�.S FLOOR PLAN SCALE, 1/4 . P-0' SQ.FT. CAM'S LIVING 1,828 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 60. FT. LANAI 88 SQ. FT. TOTAL 2-A62 SQ. FT. BAC1.O��EN'BDIIEE >iB WQ= CRIM 9mm M WWIINOMO IBWKS AIDTVm FDOWAIE MIN. WINDOW IV 5 34/-45 CRITERIA EXTERIOR OWE' IB 5 33/-43 DR. MIN. CRITERIA B.G.D. MIN. 41 5 31/-3'b CRITERIA 16010 O.H.D. 112 5 28.2/-318 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=U, EXP.=C. MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL HIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 013111ROL DA Ll� r D15L. TOP PLATE 0 m BAR DETAIL A SCALE:Ia'"I' 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 OPENMGS 15ETLLEEN THE GARAGE AND RESIDENCE SHALL 6E ECUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN TWOQ4E86, SOLID OR HONEYCOMD-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICIG OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 VAMAbdesigngroup com L AA M: 0003325 74 I j 9unDIV. Ae LOT: ABBOTT PARK LOT #14 BLK #10 PROJECT/ 04181,000-14101 1RODELa 4EBB "1828-CALI" GARAGE > WDIG: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C ancr DATZ: 07/29/20 ECAL&h 1/4"=1'-0" BiiEET Al W.T. (TYP.) FYPON LVI2X24 EQ. EQ. OR EQUIVALENT I OPT. COACH LIGHT FIN. 12 6t:�;; -111---MI =o:ol-iR--1-1- -''k—'---' FRONT ELEVATION SCALE: 1/4 . P-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A SHINGLE ROOF FYPON BKTIIXIl OR EQUIVALENT 1 0' I6'X62' FYPON DECORATIVE 415SHUTTERS, OR EQUIVALENT IM' 4' RAISED oBAND (TYP.) 0`—� 0' FIN. FLR OFF RIDGE T 0'-O' FIN. OFF RIDGE VENT AREA OF ATTIC = 236454 FT. NET FREEVEN71ATION AREA REQUIRED 1/am REQUIRED VENTILATION AREA = 2364/300 : 7.68 VENTILATIONAREAX SO. INCHESPER FT.(144) = 1134,72 SQ. IN. MIN. REQUIRED VENTRATION .SX 1134.72 IN UPPER PORTION OF ATTIC - 567.36 SQ, I OFF RIDGE VENTILATION AREA US SQ. IN. FERVENT 567.361115 TOTAL# OFVENTS REQUIRED - 493357 TCITAL# OF VENTS PROVIDED 5 -AREA OF ATTIC IS THE PERIMOEAOF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO IXTERIOR OF WALL, NO OVERHANGS INCLUDED) 0'-0' BRCS. HGT. Ulm ING v REAR ELEVATION SCALE, 1/4 . I'-C' TEXTURED FINISH OFF RIDGE T �o 0'-0' FIN. FLR, _—'—'-----'------------- — --------------------- LEFT ELEVATION SCALE: 1/4 . P-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT S'-0' ERG. W.T. S'-0' BRG. W.T. eD c0 S S q FIN. FLR----------------------------------------- '-- RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 0-0' BRG. HGT. $0'-0' FIN. FLR I 2' '--4- DECO. DTL. A SCALE: 1/2 . P-0' '-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003328 14 14 14 ounD:v. de L07" ABBOTT PARK LOT #14 BLK #10 PROJECT* 04181.000-14101 MGDEI A 4EBB "1828-CALI" GARAGE 9WMG: LEFT PAGE: ELEVATION "D" %J60 MPH EXP. C MINT DATE 20 SCALE: 1/4"=1 =0" SHEET A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 120v OUTLET 26 APP SINGLE POLE IIOv OUTLET EDv OUTLET to OF ounxr upmv TO IIETO7 RPV OUTLET SOARGP IMU NTER/MEAD PILL NISR MAIMPWI RESISTANT T'T7U 270v OUTLET (4) WIFE CON4lCTCl/ yy2Iae GIN EM. IWTERFRoM 421TLET GROUND PALL NTERRIara SWITCH SYITCH S-WAY OMR. $4 611ITC44 4-IWY OPER WALL Mcuew LNM CEILING LIdW © LED CLG LKM47 LED VAPOR ©vp F"Mr LIGHT O VP VAPOR FRe70P LOW Qp RECEwm CAN eVENT, PAN 1C"maSapr. `HT W/LISIS r an Paean. V PXTRE leFEC'8 T/D BT ® 2-e11is uRM ARCt#D ERE ) (eUla MrtJ GU AIROIaD r PIUORISCNT PLUOPOSCEW a�—�—�e-• G 4' TRACK LIGHT 0 PALL METER O$,D, SMCIQ oETECTOR �.LL•ELNB®Ea F LJ WILL MmrED Won DETECTOR RATT- Romm ylLkiB®yIEE ® eiao CAREO„MONOXIDS a+Da DnaCTae tlI MIL 04AU. seae pa � a NOT LESS THIN a FROM WALL P@OANT L1GNT Lt� NATURAL a" . TLL IRWO E JACK Fw,4I WwD ,Vey®gy e� AIR coHOITN2NNG Rifle as Aw � DNCCNSCr F�N TELEVOM JACK Wn sox TO M el/TOR1W N O J-Wwx AOCOIOANCE WVOWL Y euO4 FOR CELRS IM REMM CEILNG FALL To s SUPPORTED N AOCORDA.. I# WX MARKED N SUar FOR MWocnoN pn�n 2W LIGHT eTRP*W *TW nnnonnn SS' INCANDESCENT LOW STRIP enn® 4w wcitcmKxw LOW STRIP IL470D LINT Wp OPT. eEOUNITY TPIG • Pik PlWEulTar FoR aUES um FRORT • LOCATION OF N JACKS 4 PHONE OUTLETS 4 PANG TO a VERIFIED . WCHISI WIR PRE -CONSTRUCTION MEETING. • ALL 0 4 30 AMP EIRANCN CIRCUITS TO WR ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF eDRICN ['ART) 4 NEC 2M.0 flit EDmaL ETN • 20 AMP DEDICATED LALNDRT CIAMIT. • OR . ISLAND (NOT ON KnOIGN CIRCUIT) • ONNUA&ER 04=049GT TO a LOCKOUT N FANS. • CATRRDOT D04NAT PAN TO NAVE MN. CAPACITY OF 90 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SecflCN rowu L • LAIIDRT I Oat I PTACLE Sw4.L B! ORCUO FAULT CIRCUR•NIERRPTCR PROTECTIOr FOR P ONNCH • METALLIC CABLE PER ELECTRICAL PROVISIONS OF PAM &TN m (20111 • ALL WOW TO CW'M'LY WTI4 ELECTRICAL rMOvISIONS, AllOUP THE PEae rni ED (M171 - ow Dan AND FBI 1 \ I I I I I BDRM.#1 P'RE-WIRED \\ CLG FAN \ Fjo LIVING ROOM FIFE -WIRED`✓ 7 CLG FAN ' \\ ,CLG FAN° / \ —/— --- \ �i n DINING a1 I ROOM I RIM / BDRM. #4/ PRE -WIRED CLG FAN I BOLLARD / AS RECL / PER BLDG. WALL MOUNTED CODE LIGHT W/SWITCH IN / ATTIC J GPI METER OUTLET KEYLESS FIELD FIXTURE VERIFY IL LOG. IRRIGATION OUTLET I 48' AFF. GFI GARAGE GPI L _ _ — _ — L GFI �"`T-I J 1 OUTLET 1 '\ / FOR DW KITCHEN / 1 GFI / L \ZAN. RANGE / I ILET HOOD WIRE W/ FOR I i FUTURE MICRO I I I /-.BDRM,j I I / PRE -WIRED / CLG FAN 1 i 1 1 L / ® I BATH #2 I S/CO I I 1 1 \\ BDRM• j2 L / \ PRE -WIRED \ \ CLG FAN V--------------------------------- OPT. / COACH LI&WT ELECTRICAL PLAN SCALE, 1/4' a I'-®' CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT, FAN W P Panel MAIN - A PANEL: 8/18 %p crL bleaker VOLTAGE: 1201240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER 3. #1 Cu TMPM 3 1• #8 Cu (G) in 1 IfZ' C. OR 3. #200 AL TI-M 3 1. #D Cu (G) in 1 Irr C. Wh Pda M Wd g C1W."on Cl—It Wa D..A Ba, Pak Wi n f12 1 TI m E%1etlw A. d•GF1tr TUG 1200 1 2 N2 2 20 hlpg Pump IOW 3 4 S o 5 a 1314 AA: C.U:I 35 2 R gpace 7 B PANEL - A PANEL: 42 cn bleaker VOLTAGE: 120 / 240 V -1 Ph MAW: 150 Amp M.L.O. FEEDER: 3. #1 Cu THWN & 1-#6 Cu (0) in 1 100. OR 8-#200 ALTHWN 81- #e Cu (G) in 11100. Wir• Pok Bk !a p Walk mmuf a—" WPb D—o ".. Ik Pak Win 012 1 20 Smd s 15W 1 2 Nog Rope 50 2 N 012 1 m MwrovsW/N GFI ... 1W0 3 d 012 / m Smd ApoW,rce 1500 5 a 4500 Wgar H.A. 25 2 010 012 / m a 1•W 7 a 012 1 m D"9 R.dee AFCI 15W a 10 1200 qs 41 OFI m 1 #12 #12 / m BMadW 12W 11 12 16W gaMnshw OFl m 1 012 #14 1 15 F IHd/Bad#2&IN BM IJ AFCI 900 13 14 WOW ft.OR 30 2 mo M 1 15 LMn R—1, laral Ugft AFCI om 15 1s #14 / 15 IQhonPy.&DWqUoftAFCI 9W 17 IB 1500 Wuhw OR m 1 #12 014 1 15 sea Ca3AFe 9W 10 Is low D— W1 m 1 M2 C2 1 m Lm / Bad N / Dan AFCI 12M 21 22 1m0 / Ex m LW & R alga AFG 2a 1 e2 3 23 24 WO ma, Sute AFCI Is 1 i14 25 25 4W Iools Ballaaorn "Cl 15 1 04 a 27 20 g a a m W 10W M oonWs onl 20 1 012 m u s oa 33 u s aea 35 3s S 3 30 11. Ps 2 ]5 AIC AHU-1 ao4g 5 RVA g 05% 5525 w 41 40 SpUe 42 g Load as edt,demadadwogaaWlwns/Mo 1a0W 26700 Ladsab.1wdemandWaoraaWoloti—rlee DemandFactor aleu ons: ABBREVIATIONS: AM: ARC FAULTCIWff 7 RRVPTER NC: NONCMCIDENTLOAD GFI: GRCUNDFMLTNMRRUPTER Tdol wad sul4aOt to demand eater 1 42700 ' R. WIN vans 9100% 10000 Ramabin vans al 4M _ 1]NO T.d A,C load 10424 LOAD CALCULATION 18 SABED ON A/C NON -COINCIDENT LOAD TOW Canaeded load Wave 33M Tow Aw • villa / 240 rolls 141.3 General Lighting 8 Receptacle Load TOW AMSW- F. 1628 Gsnsnl LW t R. 3 W / s . Ft. 5484 HIHm 1 at85W/Lket 100% 65 oW (3-0 UGhts & RN OURS) 5549 Cklzdt totalx+eds G..W Lt. B R., Pan 1 A 91017155491 / � vil LED LIGHTING @ SINGLE LAV. I BATH V 150 AMP ELECTRICAL RISER NOT TO SCALE GENERAL NOTE& A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMIRLY WTN ELECTRICAL PROVISIONS OF THE EINGLaid EDIT1a4 eAmu LOCAL CODES . AND ALL LOCAL POWER COFPANY R 1GUIREFENTS. R ALL CONDUCTORS SHALL BE TYPE TWWN/TW N ULEee NOTED OTHRMN. I -OWN COI -PA TRANSFORMER RAD ALUMINUM (AL) N 2" OIA SCHEDULE CONOUT UNLESS SERVICE IS PROVIDED ELECTRIC COMPANY. COORDILITS WITr Ca'PANT PRIOR TO OD. I I •o I t I I 9 I I I I L i I m I LED LIGHTING ® DOUBLE LAV. BATH M r4 OU N 21 COFCUIT CODUR OR 2/0 AL TOM BOFNT • OVER COPIBNATIM SERVICE E EL C TRIO M TER I N AID DO M NOMA SIR META N NE1A III ENCLOSURE rELN4r" Saw" CABLE TELEVINGN E4Tmmm eav10E N4rUt4NCE EGLwtw BOAP"RR INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNNCTTI" I V al SERVC* GROU4D C044WTRD TO C0NOPETR ENCASED PORTER STEEI. Pa ELECTRICAL PROVISIONS OF THE EOrrIQN (2dM1 M" CIA x S Pr LONG COPPER CLAD ammm ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77446078 FAX 407-7744078 wwwabdeslgngroup.corn AA #: 0003325 J 1 O a fi aUDD:v aI LOT: ABBOTT PARK LOT #14 BLK #10 PROJMT/4 04181.000-14101 MODS 4EBB "1828—CALI" GARAGIC OWING: LEFT PAO= ELECTRICAL PLAN 160 MPH EXP. C 03 D TZ 07/29/20 8CPAX: 1/4"=1'-0" >4IiL'8:1' E1 IF OND El El I I I I I ------- 0 T LAV. m — — — — — — ------------ 1 I 0 V _---- — I • • ii I I II 1 I I � 36'%6®• I II I I = f SH UR. PAN 0 I�.____ -- — — — 00 I � N 1 I 1 _ 2j2'� "7 I\ Li�/\� I 2' ��2l� I I �� I \ KI811dGTCHEN W/ 'n� 3,-2. /X AUTO VENT 2.1/2 ° WC 2 I IR'��I' \ L—___—J LAV I I I LAV ('� i �. I TUB • LAV r 1 3 LAV. I I I 3' 3' WG .D 2 SHUR 9 tn.3� 3' 2 WASHER 2' CO TO I MAIN I 1 PLUMBING RISER DIAGRAM PLUMBING PLAN BCALEr 1/4 • I'-& 4 N. RONALD REAOAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 1 �yx O F h kiko 6 >b 0uEIDIV. Ic IAT ABBOTT PARK LOT #14 BLK #10 Pm"' 04181.00 —14101 MODRU 4EBB "1828-CALI" GA>EeAGE 8WING: LEFT PAGE: PLUMBING PLAN %160 MPH EXP. C HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SyA{ L 15E 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 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKE$ SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT CUTLET, OR SANITARY SEWER VENT OUTLET 8. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER MC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO ISE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS 814ALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCE86 DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (20171) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11, DRYER BOOSTER TO BE A FANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK l BALAW—M DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN t LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO C0NC. GONDWE�R ATTIC W/ (2)-3/16'X2' TAPCONB $iMPSON WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL 241 PLENUM T y AIR RETURN 4 CONCRETE �� SECURE STRAP TO UNIT W/ (2) 4SXI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER --- CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAM LINE NOTE, MAIN COND. DRAM 3/4' DIA. OVER HEAD 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 301.2.4 HVAC DRAINS SCORATED NICKEL BRONZE FL. PL. FIN FLOOR OR WALLGA. COUNTERSUNK PLUG I'-b' SEE SPEC. BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM $6000 INSIDE HSERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC nFL00R SLAB CLEAN -OUT (TYP, FIN. GRADE OR PAVING 1'-S'X$' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYP ■ NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE. 1/4 • 1'-0' 1441 N. RONALD RFAGAN BLV LONGWOOD, FL 32750 PH: 407-7748078 FAK 407-7744078 www.abdosigngroup.com AA8:0003328 h FSc �y �j q c iD b 11 lilt SUDDM & LOT: ABBOTT PARK LOT #14 BLK #10 PROJECT*► 04181.000-14101 MODELa 4EBB "1828-CALI" GARAGE 8WING. LEFT PAGE: MECHANICAL PLAN %160 MPH EXP. C 0 DATL, 07/29/20 SCALE: 1/4"=1'-0" m*mL"r M1 PER �.r�a 1 2X4 TOP ATE PL 7 PRE -FAD TRUSS IR' CLG. BOARD 1/2' DRYWALL THY SECURE ST. - PLATE TO GLAD IW IDd MASONRY NAIL • 32' OIC. MAX FIN. RR 2X4 WOOD STUDS •24' or_ SLAB STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING IXTURS AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR NOT LESS THAN 2x&, WHERE SPACED NOT MORE THAN 24' O.C. 1 TYP. INT. WALL NON—BRG. D1 sca-E+ 3/4•-I'-V' FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON I}' OJ3U8. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER 8CI-EDULE PRE-ENG TRAM MTL. DRIP EDGE — 2x FASCIA PER I -m. TYP_ ELEVATIONS O.H. VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND—L— CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. Ii 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (D- s (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH BOND BEAM Di)SCALE:3/4'-I'-V' ani �oReuA LN . so. : 2B GAS LINE THRU BLACK ur-r.r FIBERGLAS8 SHINGLES OVER -30 FELT PAPER OR FIBERGLASS SHINGLES SYNTHETIC PRODUCT, OVER 080 FELT PAPER INSTALLED PER SECTION OR SYNTHETIC R908.1.1 ON i ohs. PRODUCT, INSTALLED SHEATHING OR }' COX PER SECTION R906.i.1 PLYWOOD SECURED PER ON Obb. SHEATHING FASTENER SCHEDULE OR CDX PLYWOOD 5/8' GYPSUM BOARD SECURED PER OR I/2' HIGH FASTENER SCHEDULE STRENGTH CLG. TYP. BOARD REFERENCE MTL. DRIP EDGE oN. STRUCTURAL 2x FASCIA PER ELEVATIONS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG " VENTED SOFFIT REFERENCE STRUCTURAL PRE-ENG. GABLE TRUSS MTL. DRIP EDGE PER ELEVATION P WEEP SCREED 2x FASCIA PER ELEVATIONS 2x P.T. SECURED PER R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURER r--/ SPEGIFIGATIONB —ev i r REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' THICK, 2 COAT PORTLAND g, CJ71J CEMENT PLASTER APPLIED in, GYP. WL. BD. DIRECTLY TO MASCNRY I/2' THICK 2 COAT PORTLAND CEMENT ulooD BASE _ DIRECT Y ORMASONRY a. a. 4 N W/ WINDOW OPENING �, 0'—_0• FIN. FLR 0'-0' FIN. FLR a Cm a TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL (2)-LA ERIUNDERLAYMENT 8Ys EM 1 SCALE, 3/4'-I'-V' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GRATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 022h TYPE II, ASTM D 49*S TYPE IV, OR ASTM D 6151 ......... .. r O "1 No�O�i�iTi�4�aTi�iTi�i��„i Rio. w—ovOTHI ooae srnAil. °' °"�A° PAOTiWD TO mi TRACK ORACNOM w PROaxw APPROVAL Raa s GARAGE DOOR JAMBS D1 SCALE: 11/1•-I'-V' 2X4 SPF 24. O.G. MAX. SECURE W/ (2)12d NAILS • EA END 1'11 2- 6LOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES PER STRUCTURAL DETAILS OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R808J.1 ON i O.S.B. BTIFFBACK AT ALL UPRIGHTS SHEATHING OR;' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER ®. FASTENER SCHEDULE PRE -ENO' IUD• TRM TYP. MTL. DRIP EDGE O.N. 2. FASCIA PER PER ELEVATION Ir ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORTS FOR PRE-ENG. GABLE TRUSS INSULATION R-VALUES PER ELEVATION WEEP SCREED \ WS' GYPSUM BOAR OR 1/2' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS WIND INSULATION }-- In' THICEMENT CK MASONRYTLY TO WINDOW ATTACFA'1ENT A8 PER / MANUPACTUREB SPECIFICATIONS 5, a Ix2 P.T. FURRRJG k! STRIPS 24. 1/2, GYP. WL. BD. CMU WOOD BASE J • _ 0'-0' FIN. FLR a . a <.a 9 W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING tj`\1—STORY GABLE BLOCK WALL 1 SCALE, 3/4'-I'-V' 1441 N. RONALD REAGAN 13111 LONGWOOD, FL 32780 PH: 407.7748078 FAX: 407-7744078 www.a bdeslgngroup.corn L AA S: 0003325 J � rr 0 0 2 OVSDm Aa LOT ABBOTT PARK LOT #14 BLK #10 PROJECTO 04 81.000-14101 MODEL: 4EBB "1828—CALI" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C a I FV AR NC 0372:� aATI : 07/29/20 OCALE: 1/4"=1'-0" OHEET D1 Lm 2X6 P.T. • CENTER OF DOOR 14EADM SEQII4ED UY (1) VY' x 6' J-ear IV 4' MRL ErMOPIE4T W/ 2' X 2' X Iw WASHER A NIJT OR W (2)1/1' X 6' M1C11011111 ISOLTO W) 2' X 2' X V6' WASHER lIJT m "cum 2x4 ON FLAT TO WA 19 WV 1446m RY NAIL& 2x6 6ARME DOCR BUCK SECI REV V(S) VY X 6' J-BOLT OR A NCMCR ® eaTS, W( 4' MN. EMCECpENT, 1w 2' X 2' X V6' WASHER 4 NUT. (V WITHIN 6' OF TOP. (I) wnwN 41. OF TFE pTN. (1) EVENLY SPACED. 6 � tE fE 0 NOTE& ALL ANCHORS SHALL DE IN ACCORDANCE TO H~ACTURER'6 INSTALLATION DOTIIICTIONS HEIR E MY--W N6TNUCTIbA6 Am b10lE STRINe BaT GARAGE DOOR BUCK ATTACHMENT —.— LA I'X4' OR I'X2' P.T. NAILER 1x4 P.T. OR %'X4' MIN. TflM 8HANK SECURE THRU FRAME 4 XTEND I Y4 INTO BLOCK a/ 34. TAPCONS IN. 612E J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 WITHIN W OF EACH END 4 18' O.C. MAX SPACING \`DOOR CASIJG `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3/4 OR +8 4 I-,' I MIDI To BLACK +3/4 0 +5/ SCALE, N.Tb. 2X4,m SECURE TO BLOCK W/ V TAPCONB OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6,m SECURE TO BLOCKW,2-%' TAPCONS(MM. K SIZE J45 MIN. HEAD SIZEDb0 MIR EMBEDMENT I Y4) WITHIN V OF EACH END 4 V CM 18' O.C. MAX SPACING:. h' DRYWALL 2X8,m a 1'X4' OR 1•X2' P.T. NAILER SECURE BLOCK WJ/J•11(6'7D=0OR CASWs (MIN. SHANK SIZE .145 MIN. HEAP SIZE 300 JAMB OR WINDOW MIN EMBEDMENT I Y4) a TO 2X PER WITHIN V OF EACH END 4 MANUFACTURES DETAILS. 18' OC. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEE04") DOOR JAMB TO BLACK +1-1 2" 11DiDOR TO BLACK " SCALE, KT.S. 2X4m SECURE TO BLOCK W/ j(j,• TAPCCNS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y4 ) WITHIN V OF EACH END 4 NOTE, STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2>cb m SECURED THROUGH SECURE TO BLOCK W/2-T)(6' NON-STRUCTURAL )W (MIL SHANK SIZE J45 EMBEDMENT NT INTO MIN. HEAD SIZE 300 EMBEDMENT INTO BLOCK MIN. EMBEDMENT I Y4) CMIu WITHIN V OF EACH END 4 DRYWALL IB' OjC. MAX SPACING. a 'X4' OR I'X2' P.T. NAILER 2X8,m SECURE TO BLOCK W/2-11(6' 36' ObUS. X 4' MIN. TAPCONS DOOR CASING(MIN. SHANK SIZE 146 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN V OF EACH END 4 MANUFACTURES DETAILS. IV O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-15 Ip" ir1 NIIQDOI TO BLOCK +1-16/ 6 E, Kt . 2X4,m SECURE TO BLOCK W/'N6' TAPCCNS (MIN. SWANK SIZE .145 MIN. HEAD 61ZE 300 MIN. EMBEDMENT I Y4 ) WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX 6PACING. MUST BE ON OUTSIDE 4 2Xb4s SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL if6' TAFrO" TAPCON MIN. IY4 (MIN SHANK 61ZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" MIN. EMBEDMENT 1 V)WI a U71 THIN V OF EACHp. END 4 DRYWALL Ip' O.G. MAX SPACING:. I'X4' OR I'X2' P.T. NAILER 2X8m SECURE BLOCK WR-%' CASING (MIN. SHANK 61ZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 TTACH TO 2X PER WITHIN V OF EACH END 4 MANUFACTURES DETAILS. ID'Or— MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO��NOT EXCEED Y4') DOOR JAJ�TO BUOC�KK+221/4}" in1 " SCALE, N.T.S. 2X4m SEGO BLOCK W/ W6' (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIL EMBEDMENT I Y49 WITHIN 8' EACH END 4 NOTE, STRUCTURAL 2X O.G. MAX X 6PACINIi MUST BE ON OUTSIDE 4 2X Bm SECURED THROUGH SECURE TO BLOCK W/2-jfr'NON-STRUCTURAL V TAPCON MIN. 1-Y4- (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 cm MIN. EMBEDMENT 149 DRYWALL WITHIN 6' OF EACH END 4 IW O.C. MAX SPACING. D 'X4' OR 1'X2' P.T. NAILER 2X&m SE�STO BLOCK W/2-V DOOR CASING (MIN 814ANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN V OF EACH END 4 ATTACH TO 2X PER 16' O.C. MAX SPACING. MANUFACTURES DETAILS. -0A mNmw ro/NAM"sf M OCmi9 DOOR JAMB TO BLACK +3" k.L,N MKDQIE TO BLOCK +3" E. N.r 2X4m SECURE TO BLOCK W/ Y6' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbmm SECURED THROUGH SECURE TO BLOCK W/2-%* NON-STRUCTURAL V TAPCCNG(MIN. SHANK SIZE TAPCOJ MIN. 1-)4 J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49ttTTA04 WITHIN 8' OF EACH ENYWALL 18' O.G. MAX 6PACMVG.R 2Xp�XSECURESECURE I'X2' P.T. NAILER TO BLOCK WRTURAL 8HANC MERTAPCONS(MIK J46d WITHIN V OFEACH MIN. HEAD SIZE 3m0 6' TO V O.G. MAX MIN. EMBEDMENT 1 Y4')CASINGWITHIN WOF EACH END JAMB OR WINDOW 10' O.C. MAX BPACMGH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3" F RQUDOB SCALE, N.TA. TO BLACK +3" 2X4m SECURE TO BLOCK WAY4 TAPCONWMIN. SHANK SIZE I45 MIN. HEAD SIZE 300 MIL EMBEDMENT 1 Y49 NOTE, STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.G. MAX SPACING. SECURED THROUGH 2XA, 4 NON-STRUCTURAL i(6' SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. 145 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y49 • DRYWALL WITHIN V OF EACH END 4 18' O.G. MAX SPACING. X4' OR I'X2' P.T. NAILER 2X8� Q SECURE TO BLOCK WA-114' 7(6' Ob.B. X 4' MIN. TAPCON8 (MIN. SHANK SIZE 345 DOOR GAGING MIN. HEAD 61ZE 300 MIN. EMBEDMENT IY49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MA"ACTURES DETAIL& xa,6 w,.r •Amo m'uTs yM,00 xa p•L�4fA DOOR JAMB TO BLACK +3-7/18' inl 1/Di, R 70 BLACK +3-7/18' KT . 2X4m SECURE TO BLOCK WUY4 TAPCCN6 (MIIIL SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN 6' OF EACH END 4 MUST DE ON OUTSIDE 4 2X c ,O.C.MAX SPACING. SECURED THROUGH 6m NON-STRUCTURAL Vo' SECURE TO BLOCK Ul/I-I/4' TAPCON MIN. IY4 (MIRTAFASHANK 812E J45 WAONS EMBEDMENT INTO BLOCK (MIN. S MIN HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') p' CMU WITHIN V OF EACH END 4 K' DRYWALL 18' O.C. MAX SPACING ❑ I'X4' OR PX2' P.T. NAILER 2XS, SECURE TO BLOCK WA 1/4' ' P.T. X W MIN. TAPCON6 CASING (MIN. SHANK SIZE J4p MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ttACH TO 2X PER IVOa MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3 3/4" T/D V TO BIA K +3 3/4" ALE, RT . 1441 N. RONALD REAOAN SL LONGWOOD, FL 32750 PH: 407-77448078 FAX 407-7744078 www.abdosigngmp.com L AA S: 0003328 a 1 V Q kbk 6 -aT0 BUDDIV. da LOT: ABBOTT PARK LOT #14 BLK #10 PLROJECT# 04181.000-14101 MOD141e 4EBB "1828-CALI" CAP—tGE 8111ING: LEFT PAGE: DETAILS %160 MPH EXP. C PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2D17 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 1Z/31/2020 13972.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT, COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-R1 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-R5 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5694.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 1Z/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL S891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 30758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/23/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 30/4/2020 FL 10477.1-R5 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 1Z/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR W31/2020 FL 7006.14R9 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL 158.1 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 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 07/27/2020 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407.7746078 FAX 407-7744078 www.a bdesigngroup.com L AA M: 0003325 h 6 6 >IUHDM S. L07 ABBOTT PARK LOT #14 BLK #10 PRtOJECT# 041 1.000-14101 moDELa 4EBB "1828-CALI" GAPtAOE 9WW0: LEFT PAGE: PRODUCT APPROVAL LISTING %160 MPH EXP. C ROL AM A. ABOUGHAW L AR NO 93M J DA 29/20 aCALE: 1/4"=1'-O" apfz= D3 PREPORIED COMROI. JOINT FLANGE OF CONTROL JONM Td BE WRED TIEp TO LATH • S' Or— MAX (VERTA NOEL DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES ply "LEG EC( E CC TR LUSCTEMP. JOINT DURING, INSTALLATION ----N FASTENERS TO BE 1PACED-7 • T O.C. MAX VERTICALLY / J' TSB 3 COAT CEMENT r WPM LAYER 4, FORTIFIOER / BUILDING, PAPER APPROVED METAL LATH FASTENED 411' (VERTJ OG. MAX AT SUPPORTS WRB LAYER 9, STUCCO WRAP WOOD SHEATHING LATH SMALL NOT T"� BE C4NTSLIO17S r•To e• vTo.• s TMROUGM CQ(TROL \ JOINTS BUT SMALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM CISS9 PROVIDE BING LOCK 1myT PLACERAT D AT MAX. S' TOME S' FROM c=NrRDL. JOINT a CONTROL JOINT FALLS ON NOS L PAGTENERB FOR LATH TO BE NAILS 0 / STRUCTURAL STUD STAPLES N C421PLIANCE W/ ASTM CIO13 r 2. ONE TIES TO DE (NO. IS) 0041S• WINE / 3. BLOCKM SHOIIN MAY BE N ADDITIO1y TO WALL STUDS REQUIRED PER PLAN / G XI OL FOLD NHNO . PT. A ®noLD OLT.A NWIO. RA L CREAM Pr.0 OL FOLD HLe11D . FT. A L CREAM . FT.0 F�oLD w • I. CRAM • Pt. E a CREAM . P(. 0 A. FOLDIr. a0 Om P(. H TILL PT. c TAIAtl moTrom ILANM RE it �L 0 SOROM tLAItlE wTa „EHr MAL. P". 22 omen. T CEMENT 4 V)' I COAT NOTE, APPROVED BUILDING WRAP SMALL BE LAPPED A MINIMUM OF Er • VERTICAL LAPS (ROLL ENDS) a 6' • HORIZONTAL LAPS, ALL SEAMS NEED TO BE TAPED IWTM FORTIBER SMEATMNG TAPE / / r nna LAP • 1•ETAL LATH \ \ LATH VERTICAL LAP TO W I' IT METAL LATH U1116 LAYER el. IflIEWOOD 1' THICK R3 COAT CEMENT STUCCO WRAP METAL LATH s• nN . ML uL. / IW S LAYER •2. FORTFOlR -2.am LATER , FORTFBER BUILDING PAPER BUILDING PAPER \ / IMW LAYER -L i I "ATHNG 2 aCALE�111fYR LAP IP ® KICKOUT DETAIL •T stucco Ms.—nwm ONLY) L.M LATHY OF HRDMI ~ OVRNAtAtl ILARO ow P QiT) I F ` At" on cm EXIEwoR I \ I IWac.aur FlAAHM (IM I DETAIL) Ib.T f-� INHALE KIGI(OIR 31N91.E ROCFRtl TeF�L1 IAIY A a 7 Q FDA' s DIr EDEo olaAP Y HOED Vr EELaI MHATNE. I'E6IANCALLT FA6TRM 4. O.C.1 Mac" EtaeP "MR TER MAL (EED OR SaLpmmw n MN LATH u'A•C ALL LAP` / .. 1r 3p 3ml DESI�LAPS OF METAL PLASTER BARES SHALL BE I ECUIlD TO FRAMING poraERS. THEY SMALL BE TIED OETWRN SUPPORTS WTM DAP415-N. (1214M" WRE AT INTERVALS NOT MOIRE THAN S' (22S-MMA AS PER ASTM CI063 111 I = REPAIR OF TEARS N WIRE LAYERS, TEARS MAY BE PATCHED U440M WRAP TAPE PER MMWr. SPEC. OR PEEL 4 STICK WOOD SWAT) BWLDII PAPEF SIUCCI s� WOOD SHEATHING OR CMU WRB LAYER RI, STUCCO WRAP (FRAME ONLY) i' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED ? 'k 55' V TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) -- CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T,S. j } '_- iaewari ro Exr�.lo aNro PIS 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-77448078 FAX 407-774-4078 CUT AND OVERLAP ONE 6M aF Www.abdesigngroup.com SELF-ADHERN6 MEMBRANE CUT AND OVERLAP GS1DE OF FLAFLASHINGIVE AA $: 0003326 �� ry STEP 01 STEP A: R.AM(NG RING M9!'ORAN! ERB LAYER -L Stitt..= WRM WIO LATER 9, FORTPIBER BUILDING PAPER METAL LATH q 7• i4 b F •'IcS• BELF-ADHERING MEMSRANIE k S R.ASMNG OVER 4 A4' yYy r .+ INSTALL FASTENERS (CLIPS, ILASWM OVER APPROVED PS STRA. STAPLES) AS HOUSE! URA. REau1RED To eEdARe ILe814E•n r0 afOEND ONTO PlPM PIPW L RE TO FRAMNG 4R.ASNNG OVIIA APPROVED it 0 II HOUSE WRAP. b Y FLAENIPI: TO EXTEND ONTO PIPE N O K 6p CCIM INSTALL BEAD Q HOUSE~ INSTALL APPROVED HOUSELLRAP AIR INFILTRATION BARRIER OVER NZATHNG ILASTCMMO COATING OVER STUCCO( C.V. FINISH (SEE TYP WALL SECTION) SECTION PER SECTION R703.7 OOs11orNHYH HN OIaaMYtl Extedm use d pondand ce ment Feeler hNl comply wlth Ur Woceticn requirements of ASTM C M-12A. 1-t.1 Mc11 W ext dw lathing vd henlirg alW1 can with ASTM C 1083-12A. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFI5ER ...... BUILDING PAPER) METAL LATH x—x—x—x STUCCO - ° w • I A SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-84l-Oe, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ST7Dnl . Ae LOT ABBOTT PARK LOT #14 BLK #10 PROJECT# 04181.000-14101 MODEL.• 4EBB "1828—CALI" GARAGE BWU40: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C r— AFK**TECT m DATE.• 07/29/20 BCALE: 1/4"—l'-0" BHEET WA1 BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHMG OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHMG TO BE, L BOTTOM. 2. SIDES, 3. TOP VENT CAP IS TO Be SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINT'S. E-Z BEAD ALL AROI ND VENT -APPLY SEALANT ALL JOINT'S AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, A' CAULKMG • JOINT ALL AROUND PER SECTION R703.7 ExteriorlaBdrW and Dlaatedn0 Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926.12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRB LAYER 9, x' STUCCO WRAP I HOODED VENT THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER n, FORrIFiBER BUILDING PAPER WOOD SHEATFIMG DRYER VENT (FRAME) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP t SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'OUIC K PLASH' PIPE THRCN.IGH / WALL f� t 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUR SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' ELEC. METER FIELD VERIFY LOCATION VENT PENETRATION t 1 SCALE: N T.S. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER ...... - - AREA TO RECEIVE BUILDING PAPER) STUCCO SCRATCH COAT METAL LATH x-x-x-x 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO STUCCO ELEC. METER INSTALLATION SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-OS, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYSLEND FOAM 7R SIMILAR) APPLY A SILICON SASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD 614EATWMG UM LAYER 9, STUCCO WRAP WRB LAYER R, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD 6TRICTURAL MI 11it • 1' OC. MAX V TO neon LN.WAMID-LL 6' WIDE STRIP SELF ADW61VE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCKI WRIB LAYER CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X'INTO WRB LAYER h, SELF -ADHERING STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UM LAYER 9 STEP #1 APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAA ECOE APPLY E-Z OVER 6m MI CsR4DE 'D' FELT-PROVI SEALANT AT JOINTS AND INT'ERSECTIC APPLY 60 MIN - CeRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 S' STEP #2 WRB LAYER "I, STUCCO WRAP —SELF-AD14ERIWo ® MEMBRANE FFLALA SHING WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMIERIC COATING OVER STUCCO/ GV. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 5TEF #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX 407.774-4078 www.abdesigngroup.com AA #: 0003328 1 y C F e LOTPARK 14 10 04181.000-14101 MODEL' 4EBB "1828-CALI" GARAGE aWMG: LEFT PAGE WALL ASSEMBLY DETAILS 160 MPH EA C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - k2v2'k CORNER BEAD (FASTENER 4 SPAGIW-s ® I' O.G.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD Ca? BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 www.ebdonigngroup.00m ` AA M: 0003325 J 74 ABBOTT PARK LOT #14 BLK #10 PROJECT# 04181.000-14 01 MODELa 4EBB "1828-CALI" GARAGE 8WMG: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EA C LEGEND DRAINAGE PLANE (UJRB LATER "I, STUCCO UJRAP) UJRB LATER 02 (FORTIFISER — . . — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING WOW DEYOND TRJOTtON UIOOD 6HEATHM4 WEATHER �alailVE SAMIMURAIrER RESISTIVE !(4' x T 14' LAP aIDM6 // \ p N� RM uPLA6HREEVVEEAALL ItRJG i 1 \ t WEATWER RESISTIVE EARN .TARTER STRIP / \\ \\ UNATHER 4 61OTIVE BARRIRapt I \ \ y i� HERMG \ GALVD PETAL diALVD METAL 'Z' FLASHING �'r PLA6HMG 21 Lum TRIM MEMCER t WODxD`;RIMP"'LAMEFD6R \� / OR APPROVEMAP D T • � seam SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION 9 - ulDoO aHEATHMG WEATHER �a16TNE SAMWlAr.TFERR ME816TIVEBRR L?l TR LEAP DING /•' / \ `FLA`E6FI�-ADHERING OOARD A 6ATTEN LL -ADHERING PLAGWMs � \WEATHER �816TIVE BARRIER GTAR:STRIP / \\ \\ �EMIARRIOR 4 `I6TIVE ER lfjl!� CA ` 6' SELF•ADHERMG • \ _ FLASHING GALVD METAL GALVD METAL Z' ILA6HMG •:' PI.A6HMG HARDIETRM PER ELEVATION / NARDIE TI M PER ELEVATION \; WEAL GAP WC -AU .KING `\\ / OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD. FL 32750 PH: 407-774.6078 FAX: 407-774,4078 ww W.ebdesigngroup.com AA #: 0003325 J aS° z � P "loll, w offil Qg$ C I 0 fA LMDIV.BBOTT PARK LOT #14 BLK #10 PROJECT/# 04181.000-14101 MODEL' 4EBB "1828—CALI" GARAGE 811►ING: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C D TZ': 07/29/20 SCALE: 1/4"=1'-0" a EET WA4 \ 2x6 SUB-BANb W/i'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK METAL FASCIA wRAP DRIP EDGE \ I, 1/0' TEXTURED I s I �� FINISH WOOD 2X6 SUB ISAND__/ 1/2' TEXTURED FINISH * CMU METAL FASCIA WRAP Y8' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION ®PLAN A (9 PLAN B 1/8, TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH C ' WRB LAYER N, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, PORTIFIBER BUILDING PAPER (PRAME ONLY) RDOPNO CEMENT ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL ZlNOT INTO STUCCO) TEXTURED FINISH O / WOOD, 1/2' TEXTURED FINISH ® CMU \-2x6 SUB -BAND W/I'x4' NOTCH +� END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT w WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-C' SCABBED TO TRUSS W/12d NAILS &'-S' O.C. MAX. 2x SUB -BAND W/►%*x4' NOTCH m END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL SUB BAND DETAIL ® WALL W/KICK—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/Vx4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 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. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH:407.7746078 FAX- 407-7744078 www.a btlasigngroup.com L AA #: 0003328 X x b � a s=mv v. 4ia LAT ABBOTT PARK LOT #14 BLK #10 PROJECT# 04181.000-14101 MODELe 4EBB "1828—CALL" GARAGE NWOFO: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND %160 MPH EXP. C t�t z U � an' -A' 28'-8' 15'-10' 9'-6" 1AV '-4' 3'-6" 36'-2" 0'-0" TOP OF 9 SLAB " io EDE — — 1 — — — — FM-1- L — — — — — — FM-12X78 4' CONC. SLAB NI \ ¢ F-24X24J -31/2 J a I I 10'-0' ,p \ \\\ EXTEND FM-12XI8 SLAB 1 1/2" , % 4" PVC 1�1 \ / CHASE \ I . 01. \\\ TOP OF I SLAB \ \ \ \ 5'-0' \` L— — — — LE- I .1s,-61/2 I I 4" 17'-8" 2'-8" " I 4 ZD IN N Lu EXTEND - 2 1.1 SLAB 1 1/2' SLAB — — 1.1 ri 4' CONO FM-12X18 m I LLJaW[ SLAB 3'-4- I � 117i a �-0 1/ LLI *7 1/2 2 b J I W 1.1 � 1 FMC-12X18 FM-12X18 FMC-12 18 "' L_FM-12X78 J ji o 4 4 2'-8' 16'-0' 2'-8' 4'-4- 3'-10° 10'-2' 21'-0' 14'-0" 39'-8" FOUNDATION PLAN SCALE: 1/4" = V-0' FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4. REFERENCE ELEVATION +4-0% 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. S. 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. 11 AINDICATED #5 BAR, MINDICATES #6 BAR, ONDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF, BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (05 = 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 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: F'm = 1,500 PSI, TYPE 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 T-0' O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS fi16 WIAXWIA OVER GENERAL 3112' 6MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAV. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8' SEE PLAN 10" - s +0'-0' FM-12x12 12' CONTINUOUS 12' - (2)#5's +0"-0' FM-12x18 12' CONTINUOUS 18' (2)#6s +0'-0' FM-18x18 16' CONTINUOUS 18' - 2 s +0'-0' FMC-12x18 12' CONTINUOUS 18' #5 IN CURB VARIE - 4x24 24' 24' s (-)0'-4' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com L AA #: 0003325 74 q b V � 1 ip �i of ai A 'akko 6 >b av$n:v. ae LOT: ABBOTT PARK LOT #14 BLK #10 PROJECT# 04181.000-14101 MODE:. 4EBB "1628-CALI" GARAGE OWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C 30„ MIN. EACH WAY — MONOLITHIC FOOTING Z I STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED _ °. CELL SEE PLAN FOR SIZE AND < a o CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ..rT v ar SPACING REQUIREMENTS } I. t C mLU m U w .r : .I � •` t� GARAGE DOOR RECESS J Ua. a ¢ • FM ago ¢O Z e' CMU WALL N O 8' CMU WALL .. CORNER BARS, SAME SIZE AS LARGER BAR I - Z_ +- 0'-0' a el IN FOUNDATION WITH 30' LEG EACH O w (_ t'n t 0'-0' TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I .. SO THAT THE STEEL REINF, IS CONTINUOUS to TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS CURB FOR I a� EXT. PORCH SLAB ^ SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (1STORY) " V R11 RAG SEE SLAB SCHEDULE TOP OF GA E '` � I.o _ ' � v CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET DLO. AT ELEV: W/ 1/2' ISOLATION IS #3 18' 6' CHAMFER (2-STORY) EJ(T. PORCH SLAB 4' CHAMFER (1-STORY) 0•-p JOINT . L #4 24' W/ 1/2' ISOLATION 6' CHAMFER (2-STORY) �, APPLCABLE) z SEE SCHEDULE #6 30' JOINT (WHERE APPLICABLE) Z T� EE SCHEDULE 4 WHEN TRANSITION& ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE #6 38' 36' FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (to, 2 TO 3, PROVIDE 2 SARS), LINO #7 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE: 3/4'=,'-°• 2 90ALE:&4'=,'-0' � GARAGE CORNER BARS DETAIL DOOR OPENING 3 SCALE: 3/4'=1'-0' � SCALE: 3/4'=1'-0' LAP TOP PLATE A MIN. OF 48' -- LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w 2z4 OR 20 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2• CAPPED j w NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE WEDGE ANCHOR W/ 2' v2'x9' BTM. PLATE TO BE PT. W/FLANGE O BASE a g EPDXY, MIN. EMBED TO BE PT. PROVIDE DBL. TOP PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO J G e', UNO PLATE WASHER SET IN HIGH STRENGTH EPDXY 5-1/2' EMBED. MIN. O 16' OC SLAB W/10d MASONRY p Q p FOLLOW ALL MANF. SIM SPH40R SPHB MAX. NAIL 16' O/C STAGGERED. _ ¢ SPECIFICATIONS FOR y Q ANDSON BTM AND TOP PLATE ADDITIONAL METAL m USE AND I ANCHORS W/ tOd x 1 1M2' CONNECTORS NOT SECURE FLANGE TO LAB W/(4) 1/4' X 2 1/4' PREPARATION OF HOLE. COMMON NAILS FILL ALL 1n REQUIRED WHEN NO N UPLIFT IS PRESENT. TAPCONS w ¢ HOLES, DO NOT USE 10d Lu w ES x 3' SEE SLAB SCHEDULE < SEE SLAB SCHEDULE 4 ,QQ- TOP OF SLAB _� 4. TOP OF SLAB 4' CHAMFER (1-STORY) . N-c— 8' CHAMFER (2-STORY) . ♦ ♦ a ' —4 .� . EQ. Eq. SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WXD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY sQALE:34="°' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 8 6 7 SCALE: y4'=,'-0• (NO UPLIFI7 SCALE: 3/4'=1'-0' SCALE: 3/4'=1'-0' (W/ UPLIFT) LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE d PLANS FOR SPACING. SINGLE SECURE 0T. PLATE TO D. BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/100 MASONRY NAIL Q� w 16' O/C STAGGERED. ADDITIONAL METAL U d a. cc CONNECTORS NOT Al REQUIRED WHEN NO 8' CMU WALL UPLIFT IS PRESENT. m Z POURED LINTEL CONT. (TYP.) 8' CMU FILLED CELL (TYP.) LAB TOP OF SSEE SLAB SCHEDULE 2X WALL FRAMING IGROUTED r SLAB SCHEDULE 1/2'DIA. SIMPSON STB2 BOLTS 5' 2!SEE — ♦ MINIMUM EMBEDMENT INTO OF SLAB 'ISOLATED'COLUMN PAD CELL, 4' FROM ENDS AND is CENTERED UNDER WALL AND 16, O.C. VERTICALLY MAX =-� POURED MONOLITHICALLY WITH FOUNDATION AND SLAB -� SEE SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE FOR WXD, BAR SIZE BAR QUANTITY AND BAR QUANTITY I,'�'ND COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL AND COL. PAD BLOCK WALL CONNECTION 9 SQALE: 3/4•=1'-0' (NO UPLIFT) OFOOTING 10 SCALE: 34'=1'-0' 11 SCALE: 3/4'-1'-0' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdeslgngroup.com L AA #: 0003328 a z Ys }} C y 4 rbr 6 i�o a k0. IE aysDM e. LOT: ABBOTT PARK LOT #14 BLK #10 PRO" 04181.001-14101 mopmu 4EBB "1828—CALL" GAiewaa aw:xa: LEFT PAGE: DETAILS 160 MPH EXP. C 1441 N. RONALD REAGAN 8L LONGWOOD, FL 327E.0 PH: 407-7748078 FAX 407-7744078 www.abdosigngroup.com L AA M 0003325 65. rq C b 59 p 9 3 A aysa:v, a:.oT: ABBOTT PARK LOT #14 BLK #10 PIOJ=Tp 04181.000-14101 MODM .. 4EBB "1828-CALM" GARAGE SWING: LEFT PAGE: DOWEL PLAN 160 MPH EXik C DOWEL PLAN SCALE: 1!4' = VV TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ ICY HOOK GROUTED BOND BEAM a p CLEAN OUT REQUIRED Q FOR INSPECTION 0'-0' FIN. FLR. TIE ERTICAL REBAR TO HORIZONTAL REBAR W/10'HOOK BAR SIZE 48 BAR DIA. �'��1111LL''-��-- _Z W #3 18' #4 1. U #5 1. #8 36' #7 42' HORIZONTAUVERTICAL REINFORCING � SCALE: 3l4'�7'-0' EXT. PORCH SLAB W/ 112' ISOLATION JOINT (WHERE APPLICABLE) 6' PVC CHASE — THRU FOOTING Z If A STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS mW U Q W Z 8' CMU WALL io —SEE SLAB SCHEDULE 4' CHAMFER (i STORY) 6' CHAMFER (2STORY) Z MATCH STEEL i REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR D BAR SIZE AND BAR QUANTITY PVC CHASE &H� z¢ BAR SIZE 48 BAR DIA. 5 > #3 ijjis'dg24' c'yA� d d� 6' PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE #5 BARS [E-11-1 � �-0. •• z 1'-0" Avl_ Eli-_ CMU UNIT DIMENSIONS m ARE NOMINAL SIZES 1 MASONRY SYMBOLS 3 SCALE: 3/4'=V-0' 1441 N. RONALD REAGAN EILVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup•com L AA #: 0003326 _ CS F bKK 6 NJ OUBMEV Al. LOT ABBOTT PARK LOT #14 BLK #10 PROJECT# 04181.000-14101 HODEta 4EBB "1828-CALI" GARAGE B WMG: LEFT PAGE: DETAILS N.160 MPH EXP. C FRAMING NOTES: 1, U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 1Od x 1 1/2' HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H1 OA OR LGT2 W/ I 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. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. 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. 9. 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 PSS38, .177" " x 2 7/8" LONG, WITH WASHER 0 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. - TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. - EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION rc (PSI) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING SB1 MASONRY 3000 Sx8 (1 #5 WA GROUTED SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8' PRECAST & PRESTRESSED U-LINTELS *--0— SAFE LOAD - POUNDS PER LINEAR FOOT �+-nSAFE LOAD PLF TYPE BUB OFM IIIN21 erleae eNe#ae eras ensue ews4a TYPE -.._ I -- on, LENGTH 74r (42') PRECAST M31 4'-0' (48') PRECAST 1966 4'4P (64") PRECAST 15m SW (64') PRECAST 1217 B-10" (M PRECAST 1082 Wd' CM') PRECAST 908 r4r Pn PRECAST 143 W-' (1121 PRECAST sm I&-r (126') PRECAST 475 114' (IW) PRECAST 382 124' (I"') PRECAST 337 134' (1601 PRECAST 296 If-W (1SS') PRECAST 279 14'-W (176'1 PRESTRESSED NA 154' (1641 PRESIRESSED N.R. 1r4* (206') PRESTRESSED N.R. 1W4' Mn PREIITFIESSED N.R. 21'4' Wn PRE81REBM N.R 27-a 041 PRESIRF.88E0 N.R. 24'4' f28e') PREBTFIESSED l�r7rnax]mm== K=mm31m00"01 "mmmm"Imm omorzmmom OEM Irmo"" Ommmmlam0"0 m"wmlmr©mom oomo"ov mQ_�.i!� OmomoiE..,,tQ'� �m000�o 1�m00�Q*Q� Omm00m0 �ommoo�-Q! oo®oomo OI mOE�E Y'! mm _1 oomo0m0 'oomoomo oom000v �oom0000 Q000mmo ODmmm<�i NZA NEE(llll M"m"mO ��O10©O!0 0(llll Mm""" ®�m"ME=x"" "mmm00wM00 "NammEm00ELALM� �ONE m llumllzm0� NR 110 1 JIM 1 _ 11 eel eM 1 10113n (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM %AFE LOAD TABLES' BY CASTCREfE MAY2015 EDITION -ALL PRECAST PRODUCTS ARE TO BE NSTAUED PER MANUFACTURES SPECIFICATIONS 7-0' (4n PRECAST 1025 ION 1698 Y-0' (4S') PRECAST 785 763 I= 4'4r (m.) PRECAST 692 591 1073 Sd' (64') PRECAST 411 411 745 W-1a (709 PRECAST 340 330 616 a4r vn PRECAST W7 721 400 rd (W) PRECAST 424 634 383 WW (112.) PRECAST 325 512 230 WC (12n PRECAST 254 401 180 114' (135) PRECAST 280 462 154 1" (144') PRECAST 244 402 137 17-C (155') PRECAST 217 324 110 WA' (ION) PRECAST 206 293 100 W-r (TM') PRESTRESSED N.R. 234 91 1W-' (184') PPEEIRE88FD NR 269 83 1r-0 Mn PRESTRESSED NA 194 64 1W-' Mn PRESTRESSED NR 148 52 214' OnPRES1 N.R 126 b W-W (264) PRESTRESSED N. 116 b 24.4r Mr PRIEVIIIISINIED N.R. N S. SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT m000000 mE�00�®Ci R m0000®o ��m000mo' ®(0m0©�I omoo©mm�, ©1�m00�1i7 oomo©om o�Q�Q OQ1C79Cc3_^.Q'!t�i 7i '1�4'� (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • PROVIDE MINIMUM r OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: I"128.03 L — — — — — — — — — — m m � — — — — — — — — — — m — J L — m m — — — — — — —11— m — — m — — m J LIFT BEAM PLAN SCALE: 1 /4" = V-0' 1441 N.RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA #: 0003325 F "e o 8tMDIV. A, LOOT ABBOTT PARK LOT #14 BLK #10 PROJECT# 04181.000-14101 HODELA 4EBB "1828-CALI" GARAGE 971ING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C DATE. 07/29/20 SCALE: 1/4"=1'-0" $IEET s2 kk #5 CORNER BAR W/ 30• LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 2/4•=1'-0' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. �PEF�P F :FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. TYP. 8.1. BOND BEAM CO 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'X16' io S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM 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 1#5 TOP OF THE LINTEL. e. , o 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP, n WIDTH *OF #5'S, IN 2ND BOND BEAM COURSE �1�16-1T/l M/ B HEIGHT IT IS THIS ENGINEER'S INTENT # OF #SS, TOP BOND BEAM COURSE THAT XFXX - ITHM/OB INDICATES A DOUBLE BOND BEAM # OF WE, BOTTOM AND XFXX - IT/06WB INDICATES A IT IS THIS ENGINEERS INTENT SINGLE BOND BEAM PLACED IN LINTEL AND XUXX -1T/1 MNB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1T/OIN013 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST <31/4' WINDOW e.' SILL Z V SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1!2'=1'-0' SX16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8X8 BOND BEAM TOP OF W/(1)#5 BAR .ti; BONDBEAM 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 (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING .2 BEAM DESIGNATION OR e� 81B PRE -CAST CONCRETE L SCALE: 3/4'=1'-0' LINTEL, W/O STEEL (LI) REFER TO PLAN FOR LOCATIONS T..o . PRECAST HEADER(MIN) 20 (MIN 2 X 3) 1-3/16 TAPOON 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) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.146 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 8• FROM EACH END AND 18' O,C. MAX. MIN 1-1/4' EMBEDMENT 2X8 (MIN 2 X 3) 2-3/16 TAPOON 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' O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAILS I - SINGLE #5 CORNER STEEL REINF. OF BAR, TURNED UP OR TURNED DOWN INTO FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 w W w.abdeslgngroup.com L AA #: 0003325 q C b of SvnDLV. as LC ABBOTT PARK LOT #14 BLK #10 PROJRCTi/ 04181.000-14101 MODEU 4EBB "1828-CALI" GARAGE STrWO: LEFT PAOM DETAILS %160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF; SIMPSON HETAL20 W/ (14) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od 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. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). 8. 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. 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2X MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177' 'x 2 7/8' LONG, WITH WASHER ® 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM Y-O', 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. FRAMING PLAN SCALE: 1 /4" = V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX:407-774.4078 www.abdesigngroup.com L AA S: 0003325 r F b b :I L etVHDiv as LOT: ABBOTT PARK LOT #14 BLK #10 PROJECT* 04181.000-14101 MODEL' 4EBB "1828-CALF GARAGE SIFMG: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C F-patATE: 07/29/20 BCALE: 1/4"=1'-0" WHET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE MMIN O 24' O/C, SUBMIT SHOP 'ROOF/WAU./FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE' A41) SIM-ON HETA16 TRUSS ANCHOR WITH M 1100 UPLIFT ON (9) lod x 1 1' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 IDd TSIMP HTSM20ND B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH 'ROOF/WALUFLOOR TRUSS ANCHOR WITH NOTE: APT SYP R2 2' z TRUSS AND x 2 i/4' (4) 1d'x SHEATHING 16d x 1 1• NAILS TO TRUSS x 1 NAILS TO 8' x MAY E ADDED TITEN 2 ANCHORS TO H RS FASTENER SCHEDULE' DB DBL STRAP, 1 EACH SIDE WRAPS UP AND GI DE R GIRDER. PROVIDE 5' W W/ 10d NAILS, 2 ROWS, 3' NAILS, O CONT POURED LINTEL LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO a 1900 UPLIFT (2)SIMPSON (18) tOd x 3 }' NAILS TO GIRDER AND NOTE: A PT SYP a2 2' x 4% AILSTAl 1Od X 3N CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE -ENO TRUSS (2) SIMPSON H TRUSS ANCHORS 6'. 8' z 4'-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH 112) 16d x 3 1' NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4) 1/4' x 2 1/4' TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SE 2x W000 FASCIA ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) 1' x 5' TITEN HD TO CMU AND (12) SOS CONT POURED LINTEL 2x SECURED W/ (3) 16d }• x 2 }' TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH ,x2 SECURED W/ 10d TRUSSES O 24' O/C, 1x2, 2z WOOD FASCIA (2)1' z 5' TITEN HD TO CMU AND (18) SOS }' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3' TO GIRDER 12' O/C FOR REVIEW 2x SECURED W/ (3)16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV, COMMON NAILS. (2)1' x 5'TITEN HD TO CMU AND (18) SOB }• x 3' 1X2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12' 0/C SEE SCHEDULE SOLID, 8' EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LSS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2' COVER & 2' APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8685 LEIS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a lb is 3'``"°r TYPICAL ROOF 3 GIRDER CONNECTOR(S) 2a 2b 2c CAL -0 SCALE:34'=1'-0' .3T�= GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAL. 20 BLOCKING BETWEEN 3/4' T & G SUBFLOOR GLUED AND BRACE W/ (3) 12'O EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA12 20 GAUGE COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING W/ 10dx1/2 HDG NAILS 0'-0' TO 30'-0' (1)'X' BRACE SEAMS) PER ESECURE L I O EACH END. TOTAL OF 10 30'-1' TO SV-0 (3)'X' BRACE PT. PLATE (1)'X' BRACE O CENTER / 1 FLOOR (2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' GIRDER 6-0- MAX (W/1 X4) FROM CENTER TO END. WASHER SET IN HIGH QR 10'4" MAX (W/2X4)14 2x WOOD FASCIA, STRENGTH ' K4 SEE ARCHITECTURAL MIN. EMBEDEPDX2' PER ELEVATION 1 x4 DIAGONAL MAX. PRE-ENG GABLE TRUSS SECUREGABLET02x8 PRE -ENO FLOOR TRUSS BTM. CHORD P.T. PLATE W/ 12d's B' O.C. MAX &.. GYPSUM BOARD OR 1/2' HIGH BRACING, SEE STIFFBACK (AS PER TRUSS ENG) STRENGTH CLG. BOARD PLAN FOR LOCATION CONT. 20 SECURED W/ SECURE TRUSS TO TOP PLATE W/ (2) o U }a i�l ¢ pJ, I— MAY NOT BE REQUIRED 12) 10crs O EACH TRUSS TO BE INSTALLED O 16d TOENAILS 10'-0' O.C- MAX. DOUBLE TOP PLATE HTT4 W/ ShW A.B. WITH BTM. CHORD OF MIN. 7' EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18) 16d x SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-1/2' NAILS TO POST. BOND BEAM REQ. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY L PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKINGq < 1/2' GYP. WL SO. 10 STM. CHORD BRACING 6'-0' O/C END WALL OR OTHER �� • MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF ° t► i -.• . a. 10'-0' O/C MAXSECURED W/ (2) 10d CHORD CONIONOIN DEPICTED SEE PLAN BLOCK WALL W/ GABLE END TAPEACH MERSECT BTM. CHORD BRACING �1 PRE TRUSS SCALE: 34=''°' GIRDERMOOD POST CONNECTIONS 6 SCALE:314'=1'-0' �a< 5 SCALE: 3/4'=1'-0' FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE -ALE 34="° (NO UPLIFT) NOTCH DEPTH 1/4'D HOLE EDGE >5/8' USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING <2/5'D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY 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 HOLE EDGE >5/8' 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 H2OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fi, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 011 SUBJECT TO F7 AND F2 FORCES. BTM. HOLE DIAMETER PLATE <3/5'D D.L. STUD STUD NOTCHING ALTERNATE MATERIALS AND BORING LIMITS 11 8 SCALE: 1 i/2'=i'-0' J.441. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7744078 FAX: 407-774.4078 www.abdesigngroup.com L AA M 0003325 C iD aUEDM S. LOT: ABBOTT PARK LOT #14 BLK #10 PROJECT# 04181.000-14101 MODW-Tz 4EBB "1828—CALI" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH W. C •!�"a `T�1 •-7 DpjxT mom* ATE. 07/29/20 SCALE: 1/4"=1'-0" SHEET S3.1A 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d O EA. 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) V-0' TO 30'-0- (1)'X• BRACE 30'-1-TO 60--0(3)'X•BRACE PRE-ENG GABLE TRUSS (1)'X' BRACE O CENTER (2)'X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2z SUB -SAND FROM CENTER TO END, UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE 'ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE' SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2z SECURED W/ (3) 18d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES O 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 O MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/HIP RETURN SCALE: 3�4'=i'-0' PRE-ENGINEERED VALLEY TRUSS CONNECTION_ 2 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) O 24' O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION 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 2x6 P.T. PLATE W/ 12d'e 6' O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's O EACH TRUSS TO BE INSTALLED O W-W O.C. MAX. GABLE END BRACING W/ PRE-ENG O(_.__�LGABLE TRUSS C.CMU. WALL SCALE: 3.4':1'-W 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PM: 407-7746078 FAX: 407-774.4078 www.abdosigngroup.com AA N: 0003325 Q a i 00 SUMM as LOT: ABBOTT PARK LOT #14 BLK #10 PROJffiC %1� 04181.000-14101 MoaE� 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH E . C OABIE Etq ROOF WIND DESIGN PRESSURES NET (GROSS) AWE 71 ZONE 1 = 23.79 PSF (33,79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.18 PSF (77.16) 'A'= 4'-O' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: *C' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, S/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 8' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS O 4' O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK Sd RING SHANK, 21/2' 0.120, 170,000 RING SCREW SHANK (11E 0 RINGS 8d SCREW SHANK 21/2' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL 8 TOOL ASSOCIATION (]SANTA) ESR-1639 EXTERIOR SHEATHING USE 1/2' CDX OR 7/16' O.S.B. PLY WITH Sd RING SHAHS( GUN NAILS AT 4' O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS 0 4' O.C. TOP & BOTTOM EDGES Y Z Q LU (w] 2 3a:CIO w W EOM® cr F Li rn m O W � O_ TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. ME..,?. Tu A j._-` ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING - 8d RING SHANK GUN NAILS b 6' O.C. IN FIELD ) �-° Sd RING SHANK GUN NAILS O 12' O.C. IN FIELD or 8d x 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS O 12' 0.1 FIELD 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 2017, 861 EDITION ACI 3%.14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530.13/ASCE 5-13 AI81 SPECIFICATION FOR THE DE84GN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 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 -DOWNS THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLA&ON-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCES ARE FOUND, DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 Pei 20 pet TOP CHORD + arHmrlcurraM 10 pat BTM CHORD - -concurrent DEADLOAD DEADLOAD 15 pot TOP CHORD 20 pat TOP CHORD (7 Pat .1 ASPHALT SHINGLES) (10 per W/ No GYPCRETE) 10 per BTM CHORD 5 pet BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10pat BALCONY LIVE LOAD 60 pet STAIRS LIVE LOAD 40 paf WIND: DEAD LOAD SPEED =160 MPH3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE C RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1GpSl, UNINHABITABLE ATTIC WITH UMITED STORAGE: 2Dpef, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40paf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 60pef, PASSENGER VEHICLE GARAGES: 50pa1, ROOMS OTHER THAN SLEEPING ROOM: 40pa1, SLEEPING ROOMS: 30pa1, STAIRS: 40pe1 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 DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 par, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96% 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 S1TE 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 GEOTECH. ENGINEER, CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,600 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5 ' STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX FRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'.F PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY NTH ALL THE RECUIREMENTS OF ACI 301 AND ASTM C94 OR MEASURING, MAW,, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIMESTAM2E0 WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION &HAUL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT &TAU BE THE RESPONNBRlT1' OF THE TESTING LABORATORY To NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OFANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY DP0.9ED TO EARTH (FOUNDATIONSL S. FOR CONCRETE EXPOSED TO EARTH ANDNRWEATHER 1-117 FOR Ib AND SMWIER T FOR #6AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEAKER 314' FDR SUB$, WALLS AND JOISTS 1-12" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL AGGREGATE USED W CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE Siff SMALL BE 314'. PROVIDE 6%AIRENTRAI ED CONCRETE EXPOSED TO EARTH OR WEATHER AL SPOSED EDGES OF CONCRETE ARE TO BE CHAAPERED 3W PROVIDE 64 L CONTINUOUS POLYETHYLENE VAPOR BARRIER 1107.BRANE UNDER ALL SLABSON-GROUND WTIERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE FORMWORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK EXCLUSIONS FROM THESE 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 STRUCTURALDEPENDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al85, 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-W OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A816 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE 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 AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: a4 BAR - 26' e6 BAR - 36' MI5 BAR - 3W 07 BAR - 42' PROVIDE 3e' x 3e' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, 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 WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE 'SPECIFICATION MASONRY STRUCTURES' (ACI 530/ASCE 5/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 090, GRADE rm = 15DO 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 G478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 30DO PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3W COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF W TO 101. 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. STRUCTURAL STEEL: THE MATERIAL. FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, BTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Py - 36 kal FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-sm. GRADE B. Fy - 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 kal . TUBE AND PIPE COLUMNS SHALL 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 A325,14 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. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF ELASTICITY-1,400000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE 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: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. MINIMUM NAILING PER FBCR 2017, 61h EDITION. SEE NAILING SCHEDULE ON PLANS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER SYP e2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: : O BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS. THICKNESS OF 0. ' A CONNECTOR PLATES SHALL BE A MINIMUM ICKNE 03e D BE MANUFACTURED FROM STEEL N MEETING THE REQUIREMENTS OF ASTM A446, 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 'TPIANTCA BCSI P 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 ANSI Ass, 1.1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND FULLY DIMENSIONED ERECTION 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 UPUFT VALUES HAVE BEEN BASED ON ASIDE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATpN a. SDE I TYPE ISPACWGI REMMa(S I-- NRPMOIO MABONRYICONC. CASENARDENEOCOa NAILI - LONG, a0F GARAGEDOOPBUCK TOMASONRV20NC. N'pA NOWAEHER TAPCOETENEA RV FATEIB:P - PYEIBE0.,4'EHDDIST., 1I-EDGEDBT SOD, AL, E%T. DOORa9 GMEHAROENEDDOIL YOO Wa1DOWAxxMIFASTENED GMAGE DOOR BLACK 11 DIAL WI E%PAN9IW BOLT 24.OL PEMBE0.,0ENDOBT., 14P'ECENOTE9 NAIL IR'LWG. STAGGERED INTOAIASONRYAXINC. OMAEora Y.OlC. WASHER YEDGE GIST vnNDow- CASENARDENED- roc WamoW.nDOR/PAETENED MErALamAVTO CONTACT THIS ENGINEER FOR SPACING 1z Pr EEENOTE9 N-1-ONG. 9TAWERED WTONA90tIRY/C01C, MA90NRV/GONG. REQUIREMENTS EM.SWINGDOOP (2)ella'DIA 'TMC(W' 16 0.0 1t/Y EMEED, a' END. NON BEARING WOOD t/Y° E%PANSKJN YEMBED.4'ENO 34 0.O SUCN. PT EEE NOTE a NO WA9MEP FASTNEP DST„ I IR' EDGE DIST. WALL TOCONC. sLAB WIWABMEP BOLT DIST., 2' EDGE DIaT. TrWNOdV BUCI( 9e•PAF4212' 'CIO 4' END, OBI, I tT Pi ToSTEEL COL. SEE WIWASHER STAGGERED EDGE par. NOTE 8 1. STAPLES 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 MANUFACTURERS 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 SUCKS SHALL BE A3 WIDE OR WIDER A9 THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE. L N. RONALD REAGAN B LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 Mwwabdesigngroup.con AA B: 001` " Fi SVHDM as LOT: ABBOTT PARK LOT #14 BLK #10 PROJECT 04181.0016-14101 WODEL. 4EBB "1828-CALI" GARAGE STI W0- LEFT PAGE: DETAILS 160 MPH EXP. C NO DATE: T 07/29/20 BCA=: 1/4"=1'-0" s ET SN1 TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS