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Home My WebLink About7639 Broad Pointe Dr99 1828-4EBB-CAL1 99 CODE a � iC CODE�,� JB1''e��i`ICE,: OFF—DPPN;�is J�� 1 ?071 HOMES L 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax= (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -ROM ffiIRMr, CDDt i. ABV. ABOVE LAV. LAVATORY DATE . DESCRIPTION TM »InorN ( ) -ALL IWAL MM STATE COM A/C AD7. ALT, AIRGSTABLONING AURISTABLE ALTERNATE LUM MC. M.C. MFR MEDIC DS MEDICINE CABINET MANUFACTURER Olnen6 CDg p ARCHITECTURAL SHEET DESCRIPTION ov" ion MC UPDATE DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. DNTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH vesd=124 MPH 'EXPOSURE - C -I-STORY RESIDENCE — -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AMP BD C CAB. CLG. CL,� CPT. C.T. D. DEL. AMPERA BOARD GE CENTER LINE CABINET CF]LING C BETE CARPET CERAMIC TILE DRYER DOUBLE , M.T. 1�= MTL. N.T.S. OC PL PH. PH PLT. PLYWD MINIMUM ME THRESHOLD MOUNTED METAL NOT TO SCALE ONCPROCENTER PUSHBUTTON PHONE PLATE PLYWOOD PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION „D„ PG El —ELECTRICAL PLAN PG Pl —PLUMBING PLAN QMAS CDSRE•L96UED 0MVIS SIDING ELEVATIONS ADDED 03Rbro COS RE-x�D 04/19A8 FOOTING REYISIONMRI48wES 06&W CDgRE-�D OA" ADDED CURSLESS FOOTER AT GARAGE DETAIL (FORT MTERS) 02n2/e PLAN MAINTENANCE AND SPATE CODES D.G. DI DUALIE ER DIAMETER PR, P.T. PAIRPG PRESSURE TREATED MI —MECHANICAL PLAN OMM REVISED LINTEL SIZE AT FRONT ENTRY DOOR DISP. DR DR DS. DTL. DI ION AL DEEP DOOR DOWNSPOUT DETAIL R. RA.G. REP. RIA R.O. RASER DIIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING PG D1—DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL STATE OF FLORIDA SQ.FT. CALC. S 044 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER TAL_ IBATON (MELB J O4n4AS REVISED HvAc vOL.M ON 6GFT ca c 6cHEMLE LIVING 1828 Sa FT. 06/MM ADM 1 MERIOR MOW DEEP FOOTER' DETAIL I2/5I.IA /ORL) PROFESSIONAL ARCHITECT: DM DISHWASHER S.C. SOLID CORE EXTDR PG WAi —WALL ASSEMBLY DETAILS ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. A.B. NORTH GROUP, LC. BLVD. RONALDFLUOR. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 . GARAGE 430 Sa FT. ENTRY w Sa FT. LANAI w BOL FT. TOTAL 2362 SQ. FT. EA. ELEV. DO EXH. EXT. F.GIFX. F.G. FIN. FIR F G GA GAR. DISP. O.F.I. GL. EACH ELEVATION - EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLCXxt FLUORESCENT FDR OOTING °O°R GAUGE GARBAGE DISPOSAL GROUNI?FAULT CIRCUIT INTERRUPTER GLASS S.D. &R SHT. SHTHG. SHWR. SmL SL. SL. GL. STD. SWS TEMP. THK T.O.C. T.O.P. TO TYP. SMOKE DETECTOR SINGLEHUNG SHEET SHEATHING SHOWER SrnnLAR SLIDING SLIDING GLASS STANDARD SHEAR WALL TEEMPsERREDGLASS THICK TOP OF CURB TOP OF PLATE. TOP OF SLAB TYPICAL PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS 0612VIS ADDED LED LIGHTS • KITCHEN t BATH PER MARK ewes vm% ADDED STOKE OPTION ELEVATION C i D (TAMPA) owm ELEVATION'W SIDING OF -ADDED LOUVER • GABLE ROM Wn5/1% ADDED OPT. W-O' CEILING FEa4TS 0V01n0 REPLACE USP CONNECTORS UTH Stl7'WN CONNECTORS ��O �� D�� 041MO OPT. W-O' CLG. W.T.- ADDED LED LIGH1 IN FOYER 01AMO OPT. B'-0' CLG. W.T. ELEVATION 'C'- REVISED FEIGHT OF ARGMWY OWM40 ADDED ELEVAT06'L'AW(ORL) STRUCTURAL SHEET # DESCRIPTION GYP. BD HB. ILC MR. DOf, INT. GYPSUM BOARD HOSE BIB HOLLOW HEADER J=RIII FIFIGITON INTERIOR U.N.O. W.. WD WDW. W.I. UNLESS NOTED OTHERWISE VAPOR WASHER WITH WOO WINDOW TER WR UGHTTIIRONN OlSi 0 ADDED ELEVATIONS 1NG'•1'1H'-1'15' (ORL) PG Sl—FOUNDATION PLAN PG SlJA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABIIITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. \ 0ucvei 707OPoCUPDATE 03MMI ADDED SOFFIT DETAILS IF ANY ASPECT OF THE CONSTRUCTION (A5 DESCRIBED INHDRAWING GrECIN IN NEED OFFUTER DETAILING (PAN�N PG S21A —DETAILS PG S2.2A—SAFE LOAD TABLES ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) To THE ARCHITECT OR ENGINEER FOR PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS LARIFICATION. I PG SNl—DETAILS AB DESIGN GROUP WILL RESPOND 7'0 ALL WRITTEN PG SDl—SOFFIT DETAILS RF1's IN WRITTEN/DRAWN FORMS IN A TIMUY MANNER. AS DESIGN GROUP TAKES';NO RESPONSIBILITY FOR IINfERPRETATIO S OF CONSTRUCTION BY THE BUILDER NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASP CTS OF THE ONSTRUCTTON BASED ON THE DRA G sm. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 4074746073 FAX: 407-7744078 ww W.abdesigngroup.com L AA N: 0003325 R r d o k Im �z f O x Summ Z LOT ABBOTT PARK LOT #30 BLK #11 PROJECT* 04181.000-30112 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPji EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SrrE W= 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 D1557-2012 E1. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER 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 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 18 -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 %dNCH GYPSulM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' T&WR 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. 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 ROOF/WALUFLOOR 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. PLukum i. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/," PVC (SCHEDULE 40), INSULATED WITH/2' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 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-Cl063-19aAND 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 112' GYPSUM BOARD. R302.7. EXTERIOR CEILMrGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF 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 SOFFR'S 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) 71h EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA A: 0003325 Z Y N � c7 a ii Zi °° ®e C S_LL g s La STJHDIV. de LOT: ABBOTT PARK LOT #30 BLK #11 PIROJECT# 04181.000-30112 MODEL. 4EBB "1828-CALI" GARAGE 51IIIJG: LEFT PAGE: GENERAL NOTES 160 JQH EXP C FKX-AM A. AM M NO 93 DARIl E. 04/16/21 SCALE: 1/4"=1'-O" SHEET GN 4) NO - - - ---- j.Al'lAT� --- LIVING I z ROOM N-V as I ao I = 9 6068 SGD. BEMWMM#1 r ---- -- FLAT HDR • AFF. DINING 2 OM W-6' 4'-4• c_ _ v'? . � J V iJ ry. C--- -- I v lA�al J I wd.c IM-CaL i Itr --------- OHM PAN _ . �__V 1 I wft �n ._ • "� i t i _ - :R-� •b36 m B s -a i � -- I :--- A � " -- . - g !LAUNDRY �4 ri r-O' a.IL i0 y AI FLAT 1 6 21 -4 j =__= 6'-8' HDR • b36 RANGE ti PAN. -- — AFFDER BEDRM#4/ I I__)_ o v O 3-5H M-P CIA FLAT MDR • — ca 11_8. '18' 4�_ 3�_4:0 3�_b. II2 I III � 11� _ rr� a --.k A v ►m �iMr ql 0 m � BEDR00M#3 ry' A r-waA 3'-4- O �-22'xFi4-1 o ry0 I ATTIC I L ACCE58 J ee ® Iw I• ' 16)- Ilu; U y e 1105 Av. BOLLARDAS REa n I� U 1 BATH #2 I ry PER BLDG. I ILL 8'-O' C fa CODE GARAGE — ® ? V-r ak - - 2,_8, V. 2-4 a-W CIA BEDROOM #2 IA 51/2 3�_5. I/2' 5Emy— raA l2 SH EGRESS 4'-4- 39'-8' FLOOR PLAN SCALE: 1/4' . I'-0' DBL. TOP 0 PLATE 61 s � BAR DETAIL A SCALE: I/2'•I'-0' SQ.FT. CAM'S LIVM 1828 Sa FT. GARAGE 430 Sa FT. BFFRY 16 Sa FT. LANAI SO Sa FT. TOTAL 2362 Sa FT. COIPOIBIf MDCLllappl/DLCA08 BAee wFo slroelFE Fab a IEOaIO Ou618 OFBlRi6 NDTIFE emm Foom am MwIll NDIPb IBWI(8 MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWlwD 18 5 33/-43 DR MIN. CRITERIA SGD. MIN. 41 5 31/-39 CRITERIA 8010 O.H.D. 56 5 29.T/-3T3 12'xl2' SOFFIT I 5 3'13/-49.9 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = ll'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMM DAID0" HDR. DTL. B SCALE: 1/2 . 1'-0' NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS [I"i N. HONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www,abdesigngroup.com AA A: 000,32, g � ii Li Si S E, a C _ SunDiv. do LOT: ABBOTT PARK LOT #30 BLK #11 PROJECT# 04181.000-30112 HODEL: 4EBB "1828-CALI" GARAGE 3111MG: LEFT PAGE: FLOOR PLAN %160 MPH E . C NOTE: -2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID ` 9Gf/Z3 DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETUEEN THE GARAGE AND RESIDENCE SHALL ATE: 04 18 21 BE ECUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8• (35 CALE: 1/4"=1'-0" F.HZET MM) IN TWICXNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. - a I• ----pp r IIII ■■ ■■ I111� �� I - ICI Irl ►�I ■■ ■■ - . _ ' pal I�� ICI ��II 1111�■■ ■■IIII TO ICI ��i i■■� ►�I IIII ■■ ■■IIII _ II I I 1 1 1,1 I E. mm FRONT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A 12 b HGT OFF RIDGE T 0'-0• FIN. OFF RIDGE VENT AREAOFATDC = 2364 SO. FT. NET FREE VENn LATION AREA REQUIRED = V300 REWIRED VENTILATION AREA = 2364/30D = 7118 VFNTILATIONAREA X 50, INCHES PER FT. (144) = 1134.72 SO, IN. MIN. REWIRED VENTILATION = .5X 1134.72 IN UPPER PORTION OF ATTIC - 567.36 SQ. IN. OFF RIDGEVENTILATION AREA = 115 SQ. IN, PER VENT 567.36 /115 TOTAL#OFVENTSREQLARED = 4.43357 TOTAL#OF VENTS PROVIDED = 5 'AREA OF ATTIC IS THE PERIMITER OFTHE HOUSE. LESSTHE OVERHANG E%TERIOROF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED ,h8'-0' SRG. HGT. N I No NNI REAR ELEVATION SCALE: 1/4 . I'-& TEXTURED FINISH ;D ■ �o 0'-0'FIN. FLR. -------------- -------- — ----------------------- OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4. 1'-& TEXTURED FINISH OFF RIDGE VENT W-O' BRG. HGT. tD iD 0'-0' FIN. FLR.h _----------------------- - — - — - — - — - — - — - — - — - — - --' - - RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH - o0'-0' FIN. FLR. DECO. DTL. A SCALE: 112 . i'-& -0' FIN. FLR. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-774-4078 wwwaDAesigngroup.e L AA #: 0003325 w h r MCI IsvIBDIV & LOT ABBOTT PARK LOT #30 BLK #11 PIt0JECT# 04181.000-30112 MODEL- 4EBB "1828-CALI" GARAGE 3'WMG: LEFT PAGE: ELEVATION "Y' 160 E . C r, � II1 t T AR NO DAR - 04/16/21 SCALE: 1/4"=1'-0" SHEET A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES GeV OUTLET M AMP GNGLE POLE INS CUTLET Wv OUTLET L71 I VrLAT mYD ro TeH SwO CFI Nov OUTLET E010-110 I040010 PAUL NTEEPTM RAPPER I@BSTANT "M 220V OUTLET 141=WCMM=lCN Cad NXT CUTLETtSIPROOP FAT SIerCH MTC44 3-WAY OPER 9WTCH 4-1UAY OPER S ALL MOIIII® LIGHT CEILING LIGHT © LED Q.G LIGHT LED VAPOR ©VP PROOF LROHR O vp VAPOR PROOF LIGHT ORECESSED CAN eVBR,FAN Icm PHS SO. FT. VENT. FYI 91A.IG14f I---- Get PER - FT. V PD(TL rePCIS Teo by eIILOEw RAWIESCENT AROUND (IRCE98ED) FiUDRLr8CQ4T 7-EELS tlASA.P • �� (SUIPACE PMJ y—� Y FLIIORESC�4f 4• R.UOIlSGlNT p/� r�--e rr d0 D 4'TR4GK LIGHT PANEL own PETER OS.D. VICIM DETECTOR OLEMBOMM w I #IALL PRXKW mTL RApC-tp 1 eMOKS DEICTQ! WLk19 . ®WOW &�C QETSCIWR COMBO COMBO NI6S4.QIECTED SMALL SS: A DISTANCE OF NOT LESS THEN R FROM "ALL •� PENDANT LIGHT NATURAL GAS CUTLET ► TELEPHONE JACK sN GATMMt 112ARI lyrEyAM AIR CONDI Dvkx*em CT O . OW AW 04 1-Q TB.EVISKN JACK CELL1E Box O TO BE SPORTED N ACCORDANCE IV BOX J-eCx MAPPOUP AD SUCH FOR INSPECTION LNG Ow PECUNWO eEILG raNA.GHr TACCOM40ZPAWPOMMUTYMEMN MARKEDMS SUCH FOR Raga 24' INCANDESCENT LIGHT STRIP nnnnnn %' NCJWiSCB4I LIGHT STRIP nnno 4N NOAMESCENT LIGHT STRIP 1LGao LRGHT KP OPT. SEOStlTY IRYPAIID HE Pl'J. PUNT-EURON FOR CHIEe I!C N'IOIeT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO OE VERPED E HOFEOII&ER PRE-CONSTMICTION PlerNn • ALL B 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVSION& OF CCCR TTH ®ITIO4 (2020) 4 NC Man MIT EDITION • 70 AMP DEDICATED LALMO Y CNeCUIT. • ON E ISLAND MDT ON KITCJEN CIRCUIT) • DIMeMNlR DISOONECT TO BE LOCKOUT N PANEL • BATHROOM E)64AlST PAN TO HAVE MN. CAPACITY OF &O am NrER11TTENT PER ELECTRICAL PROVISIONS OF SECTION MEOT! FEOR TTH EDITION (20201 • LA04DRY ROCIM IRCCPTACLE SHALL BE G SOHD FAULT CIRCUIT-M1ERIlPTER PROTECTION FOR PERGONEL ON FEEDERS • WIRING METHOD SMALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF PECR 7I14 m (29 001 • ALL WORK TO COMPLY WITH ELECTRICAL FIR,OVISIONS OF THE PISM 114 ED (2111001 ky ERPICIB4CY) 2020. TN EDITION Ie404J F METER IELO VERIFY LOC. OPT. — — — — — — — — — — — — — — — — COACH LIGHT ELECTRICAL PLAN SCALE% 1/4' a P-®' CEILING MTD. L*WT TO ENE INSTALLED, PROVIDE J-BOX FOR OPT. PAN WP Panel MAIN - A PANEL: 8/16wp at breaker VOLTAGE: 12D 1240 V-1 Ph MAN: 150 Amp M.C.8 FEEDER 3-#1 Cu THAN& 1-#6 Cu (G) in 110 C. OR 3-#2U AL TMNN& 1-#6 Cu (G) in 1 112" C. Wlra PWa b O.s pe«r Wens Wait arctic M. o—rlpd- r0V pd. Wln M2 1 27 I'.rM« R.Mt*de GF11«TRIG 12(O 1 2 1 S1- 412 2 2D 1,401.Purg f000 3 5 4 Spam & 5D04 A/C C.U:1 %w— a PANELswm -A PANEL: 42 at bleaker VOLTAGE: 1201240 V -lPh MAN: 150 Amp ML.O. FEEDER 3-#1 Cu TH AN & 1-#6 Cu (G) in 1 1/2" C. OR 3-#2A AL THy1R4 & 1-#6 Cu (G) in 1 1/2" C. VAn P.O. Ba Wicri m wens Creak a-* Wene Daaerl Usn Be Pre Win 012 1 29 S M APIA— 1=1 1 2 8000 Rage w 2 4e .12 1 ]0 Mh °sae/ IboE GFI law 3 4 02 1 20 sms4 Appaence 1500 5 6 4500 er Mesta 25 2 .0 012 1 M Rdlp"r« 1500 T 8 # 12 1 20 oN1B Recaplaslee AFa Ism 9 10 12M Dome OR 20 1 #12 012 1 m Bath GFl Reeepbdao 1200 11 12 1500 DlNw OR 2T 1 rig 014 1 15 Fger/HY/Bed 426 QtEIrh 44 AFa 900 13 14 5000 Dyer GFl 30 2 NO 014 1 15 LMV Room, I M U#Ns AFC Mo 15 18 #14 1 15 kedien. Penny, & DINnO Uoft AFa NO 17 18 1500 GFl 20 1 Al2 #14 1 15 SD&C/OAFa 600 1 19 1 20 1000 Gaaee Dwr Opee« GFl x 1 N2 4012 1 M —1 / Bee N / Den AFa 1200 21 M 120D Ganpa / Tihe« Us 4 Remptarw AFC M 1 #12 Spam 23 21 — BaOoas 1 AFa 15 1 R14 Spar 25 25 9w Bath 1 AFa 15 1 M4 D 28 space Spam 2B 30 IW) mve5e,mrbds arty M 1 #12 31 32 511aoe 33 34 Spam Spam 38 Smm 3) N 36 NB 2 M AIC AHJ-1 8ier«5 WA r 65% om 3B 40 Spec" 41 1 42 space Lmtl to 4anar tskar mknatima/4ro 18m WRID Lmtl to 4emaMTar«mtala8as/&e Demand FactDrCalmilations: ABBREVIATIONS: AFC: ARC FAULTCna#f NIERRUPIER NC: NONIONCI Nr LOAD OR: GRdIND FAULT NtERRUP'IER Tar wa s m-10 eemrm te— 42)00 M. I=wake r 100% IWDO Ranaii srlsr 40% 13000 Tar A/C Ime 1D8?# C LOAD CALCULATION I5 BASED ON AIC NONONCIDENT LOAD T°r Cwrcled L t Nnke 378GB Tols1 Arryslw1s/240 w8s) Nt3 General Lighting & Receptacle Load Trr AAC Sgme FaN 1&26 �4 1f#ials 1 at65WLQh`at100% 65 Tdr O"ieal Lida. & Rec ryWh) 55 Cks# c Total wettls / I L I I I LED LIGHTING C SINGLE LAV. BATH -2 150 AMP ELECTRICAL RISER NOT TO SCALE GENERAL NOTES= A ELECTRICAL MATERIAL& AND INSTALLATh" 6WALL COMITY W114 ELECTRICAL PRON&IWG OF T1E PECK TIM VJITION ( 00). LOCAL CODES, AND ALL LOCAL PARR COMPANY FW.MF RIENT&. W ALL OONDIICTOR& SMALL BE TYPE THNUn4W UNLESS NOTED OTHER IM. POSER COMPA TRANSFORMER PROVIDE 00 APIP, 120R40 VOLT. I PHASE SECONDAR M ELECTRICAL SERVICE. PROVIDE 3 e COPPER (C)) N 1412" VIA SCHEDULE Be PVC CONDUIT OR PROVIDE 3 ZS ALUMINUM (AL) N 2" DW SCHEDULE 00 PVC CONDIT UNLESS, SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. C0OI®NATE OATH THE ELECTRIC 001 PANY PRIOR TO BID. I I ( � I i L - I I I I a I I I \ / LED LIGHTING C DOUBLE LAV. BATH 1 P %OvtDE 30AM CU, TWIN • FS CU IN 2' CODUT OR 3 W "AL, TN a F1& CU IN 2. CONDUIT OR 2/O AL SEA (CONDUIT TO TEIe'INATE ABOVE SOFFIT R OVEF04ANW 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-7744078 wwwAbdesigngroup.com AA #: 0003325 J D- Ste 2 1: O Z' BVHDIV. At: LOT: ABBOTT PARK LOT #30 BLK #11 PROJECT# 04181.000-30112 MODM 4EBB "1828-CALI" GARAGE 81WING: LEFT PAGE: ELECTRICAL PLAN 160 MPH E C CC1'ONATI'M SERVICE leo ArP OSCONECT BRTCH AID DOR40 VOLT M ER ELECTRIC MEIIN I rTLo IEMA MENCLOSURE PANEL WILL TBQrFICE SERVICE CABLE TELEVISION S4nt4fm E SERVICE BlReANC'E �i- j oQUIP E T gour-p 4f NTERSYSTBI BONDINGAR TERMINAL AT LCUI vlxrAGe coN#4ECTIONS D) 04/16/21 I R W SERVICE GROUND, CONECTEO TO SCALE: 1/4"=1'—G CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR TTH 8*Ec3cT EDITION (20401 Be" DU X S FIT LQJb COPPER CLAD GROUND ROD El ■ PLUMBING PLAN SCALE: 1/4 " I'-V 2 2' VTR � I\ i 2 • I \C 11/2' 11/2•WC \\ 12 /2 3' I 2. LAV , I 3' I i I 2 sHWR �11/2• 2. WASHER el J KITCHEN SINK W/ 2' VTR AUTO VENT I/Z� JI 2• v2,�rz•�i I/2'� ...� I JVJ�TUB Co PLUMBING RISER DIAGRAM TO ,i N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdeaigngroup.com AA at: 0003325 14 d ry � 1faQ 1a'�Q q R G> r9T ® 9 F: 8UOR de I.OT ABBOTT PARK LOT #30 BLK #11 PROJECT 04181.000-30112 MODEL 4EBB "1828-CALI" GARAGE 8rIIMG: LEFT PAGE: PLUMBING PLAN 160 MPH EA C DPUNT ATE:, 04/16/21 BCAL.E 1/4"=1'-0" BIiEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2- ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHAi i BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC, AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 C ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS $HALL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET OATH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILINCs O O ExTERIOR WALL PLC 1 y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB ? REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLOC. CODE SECTION 30'12A HVAC DRAINS SCORIATED NICKEL FIN, FLOOR BRONZE FL. PL. OR WALL —� FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTUSPEC 1 FL00R SLAB CLEAN -OUT (TYPN ) LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRJJK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR THERMOSTAT m PASS-THRJ AIR GRILL SECURE STRAP TO CONIC. CONDENSER W/ (2)-3/16'X2' TAPCONB UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB N8X1 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN CONO. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-8'X8' LONG. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYPN ) ■ MECHANICAL PLAN SCALE: 1/4 . 1'-V' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. i44i N.RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 D h � 0 � a _ a 8L7 3xv. Z MT: ABBOTT PARK LOT #30 BLK #11 P1iOJECT# 04181.000-30112 MODEI: 4EBB "1828—CALI" GARAGE STIWG: LEFT PAGE: MECHANICAL PLAN 160 MPH E)A C A AR DATE: 04/16/21 SCALE: 1/4"= i'—( SHEET M1 2X4 TOP PLATE 3 9 11/2' DRYWALL 3/6, TOP TOP PLAN ly CHANJEL (25 BEAD PRE-FAB TRIES GA) came VI' YWC.K 2 COAT cmem in. GLG. BOARD PORMA �� OTMICILW AM 1/2' DRYWALL DNIIC%Y TO 3 5/8' OR 5 3/8' METAL STUDS { 76TT-r'Z TO PILL NOTE: STUDS IN 24' OG. 20 GA METAL TO BE CELL AS FM PARTITIONS SUPPORTING INSTALLED M WALLS naoouoT V2' DRYWALL WALL HUNG PLUMBING RECEIVING UPPEw LOWER 3 5/8' OR 5 crucro euL SEALANT" EEALA T + � FIXTURES AND WALL CBI T6� BE Ep 3)V BOTTOM SACKER CABINETS SHALL BE NOT MALL OTHER WALLA. STUDS CHANNEL r25 LK "THEIR STIor r10"M ALL 7O BE SPACED Ib' OJ:. AT 2ND �'J SECURED i f rx eus�t PIw AuY LM LESS THAN 2x4, WHERE TO CONC Domnw ., FLOOR WALLS ADJACENT TO Qy caty, ateEL SECURE BT SPACED NOT MORE STAIR WELLS AND BATHROOM pArFLOa o 3/4' aTUDS * a' THAN I6' O.G. OR, NOT WOOD FLOOR .oao a eE UK=0 JAMB PLATE TO SLAB WALLS W/ TILE FINISH�� W/ 19d MASONRY OG LESS THAN 2x6, WHERE Wv va WOOD rrna byo �DoaR NAIL 32' OG ce�Lv Tom. SPACED NOT MORE WOOD BASEBOARD SCREW A twAcx CE TRACK DIRACCM MAX THAN 24' O C. i, IRODn --CONC. SLAB _ . FIN. FLR (a:)TYP. INT. WALL (NON-BRG.) D1 SCALE: FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 9MJJ. ROOF SHEATHING THICKNESS AS PER SHEET SNLSECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER T -p ELEVATIONS TYR o H. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY &-0' FIN. FLRL 9/8' GYF'SlM 5OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION --R-4.1 INSULATION — �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.G. 8' CMU 1/2' GYP. ILL. BD. WOOD BASE n W/ WINDOW OPENING H —FINISH FLOOR 1-STORY TYP. INT. WALL 1A METAL STUDS (NON-BRG.) D 1 SCALE: 3/4'.1'-V' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER 601-EDULE STRUCTURAL RE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FIN. FLA. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 160S_ .l B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (4-"\1-STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'•r-o' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION 1$ E4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D486% TYPE III OR TYPE IV UNDERLAYMENT. 2B GAS LINE THRU BLACK Aana, vrae FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W9,11. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON 6 4EET ON] PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COATJ-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FM. FLR 8' CMU 1. s GARAGE DOOR JAMBS D1 SCALE: 11/2'-V-0' FIBERGLASS SHINGLES 2X4 SPF 24. O.C. MAX. WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 9VS.U. • EA END ROOF SHEATHING THICKNESS AS PER Tx BLOCKING BETWEEN TRUSSES SHEET SNI. PER 6TRUCTURAL DETAILS SECURED PER FASTENER SCHEDULE bTIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE PRE -ENS WD, TRUSS arc 2x FASCIA PER ELEVATIONS PER ELEVATION VENTED SOFFIT CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS WALL SHEATHING SEE ENERGY CODE FORMS FOR THICKNESS AS PER INSULATION R-VALUES SHEET SNL SECURE PER PER ELEVATION Ir FASTENER SCHEDULE 5/8' GYPSUM BOARD OR 1/2' ON SHEET SNi. HIGH STRENGTH CLG. BOARD tPRE-ENC, GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' OL. 1/2, GYP. ILL. BD. l— WOOD BASE IL _ — 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 a 1TN EDITION, SECTION R301.13 AND WOSB.1. H W/ WINDOW OPENING ,,� TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE. 3/4'.I'-V' UNDERLAYMENT IN ACCORDANCE WITH FIECR 805.1.1.1 OF THE FBCR 2020 1TH EDITION 15 *4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D486S TYPE III OR TYPE 1V UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 w .abdesigngroup.com AA #: OD03325 J R ro � m 0 IS Iti BuDDrv. a LOT ABBOTT PARK LOT #30 BLK #11 PROJECT# 04181.000-30112 MODEL• 4EBB "1828-CALI" GARAGE BVWG: LEFT PAGE: DETAILS (SHINGLE) 160 MPH EA C 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (V V2' X S' J-BOLT W/ 4' MN E?' INEMENT W/ 2' X 2' X N' WASHER 4 NUT OR ICU X S' AN.IIOR BMTS W/ 2' X 2' X w WASFER 4 NUT m o TO SILK W) m 11V TAPCONS m m i V2' slow, S' OG, 4' END DIST, I LW EDGE DOT. to SIDE& 2X6 GARAGE DOOR MUCK SECURED W (S) In' X S' J-DOLT OR ANCHOR DOLTS; W/ 4' MN EMBEDMENT, SV 2' X 7' X V8' WASHER 4 NUT. (U WITHAN O' OP TOP, lU Wm4N S' OF THE BTM, m (3) Ev®L7 SPACED. q m NOTE& ALL ANC40RS SHALL SE IN ACCORDANCE TOMANUFACTURER'S INSTALLATION INSTRUCTIONS WH ar1U uwtar_rv�.0 Bee rvnrm arrr"r..eur GARAGE DOOR 1 BUCK ATTACHMENT acxeW.rr 8' cm 1/2' DRYWALL bA P.T. OR S/4'X4' MN SECURE THldl FRAME 4 ❑ I'X4' EMEND 1414' INTO P.T. NAILER BLOCK W/ 3/I6' TAPCOLE DOOR CASING (MN SHANK 81ZE J45 MN HEAD SIZE 300 MN EMBEDMENT I-V4' WITHN S' OF EACH END DOORJAMB OR WINDOW 4 W OL. MAX SPACING ATTACH TO 2X PER MANFACTUES DETAILS. NOTE: 84441 AS NEEDED TO PLJMD JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" G�OW TO BLOCK +3/4" OR +5/4" 2X4. SECURE TO BLOCK Wr 3/16• TAPCONS MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN WOF EACH END 4 IS' O.C. MAX SPACING 2X6, 00 SECURE TO BLOCK WK2) 3116' TAPCONS MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 W O.C. MAX SPACING 612' DRYWALL 2X& 1=1 El I'XI' SECURE TO BLOCK P.T. NAILER WN2) 3/16' TAPC4146 MN SHANK SIZE .445 DOOR CASINO MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHINIV OF EACH END 4 W Or— MAX ��'' DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, ON" AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" n1lIND011 TO BLOCH +1 1/2" `JWa4s 2X4: SECURE TO BLOCK all 3AW TAPGONS MIL SHANK 812E 146 MN MEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN S' OF EACHEND 4 W OL. MAX SPACING 2)(6, SECURE TO BLOCK WK2) 3/16' TAPCONS MN SHANK 812E J46 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN d OF EACH END 8• cm 4 W Or - MAX SPACING. N' DRYWALL SECURE TO BLOCK W(2) 3/16' TAPOONS P.T. NAILER (MN SHANK SIZE .INS 1/I6' CAB. X 4' MN MN MAD SIZE 300 MN EMBEDMENT 1 1/49 DOOR CASING WITHIN 8• CP EACH END 4 18. Or. MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. ON" AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/16" `�D�O1F TO BLOCK +1 15/18" 2X4, SECURE TO BLOCK (I/ 3A6' TAPCONS MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN 8' OF EACH END 4 W O.G MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2)(6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TI#OOMW NON-STRUCTURAL WK2) 3/16' TAPCONS 3A6' TAPCON MN 1-V4' (MN SNAIL SIZE.KS EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN S' OF EACH END S' cm 4 18' OG MAX SPACING. N' DRYWALL 2XM6 1=1 SECURE TO BLOCK ❑ P WK2) 3/W' TAPCONS P.T.NAILER MN SHANK SIZE Job ppOR cA6ING MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHN S' OF EACH END 4 ID'Or- MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIFACTUE6 DETAILS. NOTE, SHIM AS HEEDED TO PLUMB JAB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" `�ND�OI/ TO BLOCK +2 1/4" 2X4, SECURE TO BLOCK 03A6' TAPCONS (MIN. SHANK SIZE J45 MN HEAD 84ZE 300 MN EMBEDMENT I V49 WITHIN S' OF EACH END 4 S' OC, MAX SPACING. 2X6: SECURE TO BLOCK WK2) 3A6' TAPCCNS MN 814AK SIZE J45 MN LEAD SIZE 309) MN EMBEDMENT 1 1/4') WITHIN S' OF EACH END 8' CMu 4 16' 0C, MAX SPACING V2' DRYWALL 2X& SECURE TO BLOCK ❑ WK2) 3AW TAPCONS P.T. NAILER CMN SHANK SIZE 345 MN LEAD SIZE 300 DOOR CASING MN EMBEDMENT I V4') WITHIN S' OF EACH END 4 W 0C, MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUIES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" 2X4, SECURE TO BLOCK W/ 3AW TAPCONS MN 8NANK SIZE 345 MN LEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 W O.C. MAX SPACING NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TFIOUGH NON-STRUCTURAL W/0) 3/16, TAPCONS 'JAM' TAPCON MN I-V4' MN SHANK SIZE 145 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 S. CI`1U WITHIN S' OF EACH END 4 W OG, MAX SPAAMW. 1/2' DRYWALL 2X& ® 1X4' SECURE TO BLOCK P .T. NAILER W)TV 3/16' TAPCONS DOS CASING. 8HAW SIZE 145 MN HEAD SIZE 300 MN EMBEDMENT I V4') WITWIN 8' OF EACH END 4 W Or- MAX NOTE: SHIM AS NEEDED TO PLUPB JAMB (DO NOT EXCEED V4') CP EACH END 4 2ND 2X SECURE STRUCTURAL MEMBER IW(zXUtl WITHIN 8' 6' TO 8' O.G. MAX DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" TW I Tn RiJU(:K +R" 2X4: SECURE TO BLOCK W/ V4' TAPC4" (MIN. SW1NC SIZE J48 MIN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN S' OF EACH END 4 W OL. MAX SPACING. 2X6: SECURE TO BLOCK WK2) V4' TAPCONS MN SHANK SIZE 345 MN HEAD SIZE 300 MN EMBEDMENT 11W) UMT14N S' OF EACH END 4 I8' OL. MAX SPACING- 2X& 1=1 SECURE TO BLOCK UW(2) V4' TAPCONS (MN 6HAIK SIZE .Wl5 MN HEAD SIZE 300 MN EMBEDMENT i V4') WITHIN S• OF EACH END 4 S' OG. MAX 6PACING S' CMu N' DRYWALL FT I X4' P.T. NAILER 1/I6' 09U& X 4' MN i- DOOR CASING DOOR JAMS OR WINDOU ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: 6141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 7/16" ��O11 TO BLACK +3 7/18" 2X4: SECURE TO BLOCK ICU V4' TAPCI" MN SHANK SIZE J45 MIN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN S' OF EACH END 4 IS' OC, MAX SPACNG 2X6, SECURE TO BLOCK WK2) 114' TAPCONS MN SHANK SIZE .MS MN HEAD SIZE 300 MN O'18EDMIENT I LW) WITHIN 6' aF EACH END 4 W O.G MAX SPACING. 2X8. 1=1 SECURE TO BLOCK WK2)1/4' TAI--4" (MIN. SHANK SIZE .45 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHN S• OF EACH END 4 18' Or— MAX 6PACING NOTE, STRUCTURAL 2X 1118T BE ON OUTSIDE 4 SEGUED TWR7UG14 NON-STRUCTURAL 3116' TAPCON MN 1-V4' 6MBEDMfiNT INTO BLOCK LY 6' CHU V2' DRYWALL ❑ I X4' P.T. NAILER cl4 I' P.T. X 4' MN DOOR CASIYa DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUREB DETAIL& NOTE, SWIM AS NEEDED TO PLUG JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 3/4" H A TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAK 407-7744078 www.abdesigngroup.com L AA 8: 0003325 Z h �l it b C D. fUDDIV. a RAT: ABBOTT PARK LOT #30 BLK #11 PitoizcT# 04181.000-30112 MODEL' 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 H . C PREFOR"ED GONTIROL JOINT FLANGE OF CONTROL JOINTS Td DE WIRED TED TO LATH • V Or— MAX (VERTA NOTE, DO NOT FASTEN CONTRC- JOINT TO WALL EVEN P STUD EXIST$ BEYOND EXCEPT STAPLE8 UM > LEG ��TO TEMP CONTROLJOI . A ~ INSTALLATION FASTENERS TO DE SPACED • T' O.C. MAX VERTICALLY i i' TWK 3 COAT CEMENT / \ PLASTER \ YRD LAYER d, FORT"aER BUILDING PAPER APPROVED METAL LATH FASTENED ST' (VERTJ OL. MAX AT GUPPORf6 WRB LAYER 9. STUCCO U~ WOOD SHEATHING ROOM LATH &FL41.LNo 6E COJTIrilt7U8 T4I001YiFl JOINTS BUT BE STOPPED TIED AT EACNI SIDE. FRONOE 2X4 DLOCKNd. PER ASTM C063 \ PLACED FLAT MAX 6' TO 8' FR011 CONTROL JOINT UNEN \ CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO 0E NAILS OR— / STRIGTURAL STUD STAPLED IN COMPLIANCE UV ASTM CIC63 2. WIRE TIES TO BE (NO. S) CAM'S' WIRE / 3. BLOCKING SHOWN MAY EE IN ADDITIGN/ \ TO WALL STUDS IREfi'HMO ®P R PLAN RUB rM8�,,�� 8rRI tt IPIF� �a. RENNIN IR 7 �II O"M" TYPE CONTROL JOINT Ot FotD twHlo • n. A OL — NUMfD F R.A z clRneE • n. D IL CPWAN F Pt. C OL1'OLD ►EW1DeR.4 2. CiRME a n. D TOLD aS A— OL FOLD lrElatrD • n. A a asAx GR.c 4 FOLD OVRIRR. D TILL R. 7004" oor,Grl q.41RE R. Mf� js�) OOITa1 i�> "JP10Q WTMR TgNr REAL FOLD, QQ UQI art. 3 COAT CEMENT (FRAM Vr ) GMT ERE LATER at STUCCO URAP(pita c as-Y) lX t4YEw OP OULPM tMNP one waw FI./IAE. STOP 17 aADOaY= Num, APPROVED BUILDING WRAP SMALL BE LAPPED A MNMLIM OF 6' • VERTICAL LAPS (ROLL ENDS) t 6' E HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIEER SMAT14MG TAPE // rnn tar. nerAt tnn+ \\ � NTAu lGIL1(art lLeAIIlG AT pORaM Q' ROOF a IWLL IDDu.I:TloNe LATH VERTICAL LAP TO BE I' METAL LATH WRD LATER -L STUCCO WRAP •• nn PYPER taP aa.Y / WRD LAYER -2, FORTIRDER \BWLDNG PAPER VERTICAL LATH & PAPER DETAIL SIDE LAPS OF METAL PLASTER BASES, SHALL BE SECURED TO PRAM ING MEMBEI!&, THEY SHALL BE TIED BETUEEN SUPPORTS WITH 00415-N (121-MM) WERE AT INTERVALS NOT MORE THAN Y (22S-MFU. AS PER ASTM CIC63. Q KICKOUT �TEARS IN UM DETAIL PATCW,TE"'°' MAY W BE PATCFED IIWHCI&E WRAP TAPE PER MANLF. SPEC. OR PEEL 4 STICK INSTALL FASTENERS (CLIPS: STRAPS. STAPLES) AS REWIRED TO SECURE PIPE/ WIRE TO F RAM1MG WILD LATER 9. STUCCO WRAP 11111115 LAYER R, FORTIRSER MULOMG PAPER METAL LATH 67t6' SELF-ADIERWG MEMBRANE FLASHING OVER 4W' SELF-ADIERINCG MEMISRAME PLAGHING OVER APPROVED HOUSE WRAP. FL..A.BHI•G t0 EXTBJD ONTO PIPE 4'F4' SELF-ADFERRYs MEFBRAM FLAMJNG OVER APPROVED HOUSE WRAP. ,' THICK, 3 COAT CEMENT PLASTER METAL LATH V CONT. DEAD OF SEALANT INSTALL APPROVED HOUBBIRAP AIR INFILTRATION DARKER OVER UMLAYER -2. PORtIFIEER BFEAtHRG BUILDING PAPER ELASTOIERIG COATING OVER STUCCO/ UM LAYER 9. C.V. FLASH (BEE TYP WALL SECTION) STUCCO WRAP SHEATHING ri a�.]! BTUclCO HORIZONTAL LATH & PAPER DETAIL 4Y4' SELF -ADHERING r MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE URAP. FLASHING TO EXTEND ONTO PIPE I. OR LEGS PIPE— I cut A D OVERLAP ONE SIDE OF— &ELP-ADHERIG FEt'BRAE FLA&NING $TEP N WOOD SHEATHING OR CMu WRB LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRB t TAPE OVER Moor ? 5'X5' 'L' TYPE CONTINUOUS L 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. PER SECTION Edenure BlerE bEilla IIIRerIR of th ft ap ement plae4r e Iu ca 1 with ASTM ap 926-m neq of ASTM C 928-i8b. I-la"a"en If exterior kOhing and kamaig 5u" -ply with ASTM C 1083-19a, or ASTM 1787. 6. / N.T.S. 6`x*' SELF -ADHERING MEMBRANE FLABHNG (COMPATBLE UI/ HOUSE WRAP MATERIAL) OVER 4k4' SELF -ADHERING MEMBRANE PLASHING OVER APPROVED HOUSE WRAP, FLABFIIG TO E)(THJD ONTO PIPE ,STEP "2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-84i-14a, MIN. 2B LDS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) CIF IS N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-774.6078 FAK 407-7744078 www.abdesigrtgroup.com AA #: 0003325 4 O at SUHDtV. 89 L ABBOTT PARK LOT #30 BLK #11 PltOJECT# 04181.000-30112 MODEL' 4EBB "1828-CALI" GARAGE SVIMO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C INSTALL 6' SELF-ADHERNG MEMBRANE FLASHNGS OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECUEv'E OF FLASHING TO BE, 1. BOTTOM. 2. SIDES, 3. TOP VENT CAP 18 TO BE SET N BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE .: TOOLED 60 A8 TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JONTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Yi CAW_KtNG, • JOINT ALL AROUND I PER SECTION R703.7 Exterior lathist and plastering BACKER ROD I I Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 928-18b. X: 1 ' Installation of exterior lathing and framing .x_ shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER'1, dX. STUCCO WRAP I, HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDINGS PAPER WOOD SHEATHING DRYER VENT ( FRAME) WOOD SHEATHING LAYER SI STUCCO WRAP LAYER 4, FORTIFIBER BUILDINGS PAPER WOOD -� CONSTIICTION \ -METAL LATH a' CMN VINYL CASINGS HEAD W RAISF-D BAND V TO J9 MID-UTA : nce,n wrSe¢en ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYIN Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) - LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFI5ER — • — • — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '1/Ifo' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL1 6' SELF ADHESIVE - FLASHNG (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ye' TO %' MID -WALL WEEP SCREED :Co' SELF-ADHESIVE FLASHING WOOD FRAMED - ' R::�_ WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM I— A a" ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER ry, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW THAT _ BOX, FACE EDGE WOOD CONSTRUCTION a' CMU WOOD SHEATHING WRB LAYER -1, STUCCO WRAP WRB LAYER Q, FORTIFIBER BUILDING PAPER METAL LATH .T/a' nna'4ED FINtBH � WOOD -FASTEN TO WOOD STRUCTURAL MEMBER • 1' OIC. MAX .76tIF, T ADHESIVE FLASHING, CLEAN MASONRY HEFOIE APPLYlCa V FINISH • MASONRY (�4 HORIZONTAL WEEP SCREED (FRAME TO BLOCK) SU CUT CH NO MEMBRANE ENTERS APPLY TO APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #3 a• WRB LAYER 01, STUCCO WRAP WRB LAYER'S, STUCCO WRAP APPLY MN SELF -ADHERING ' GRADE 'D' FELT ® MEMBRANE FLASHING LA OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FOlUIF15ER BUILDING PAPER STEP *4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEF #6 OELECTRICAL RECEPTACLE •1 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 6i � ID 01 5�2 SLJHDIV. de I.OT: ABBOTT PARK LOT #30 BLK #11 PROJECT# 04181.000-30112 MODEL& 4EBB ' 1828-CALI" GARAGE SIFMG: LEFT PAGE: WALL ASSEMBLY DETAILS 16 E C D RMT 04/16/21 SCALE: 1/4"=1'-0" s*EMW WA2 WOOD SHEATHING ExT. WlooD FRAMED WRB LAYER 9, "4R.00R DECKING COLUMN SHEATHING STUCCO WRAP WD,OD WRB LAYER 4, FORTIFIBER pME-BNG'D TRJSS I.,: ILEA RESISTIVE CONSTRUCTION BUILDING PAPER • WEATHER RESISTIVE BARRIER RE818TIVE 3! HAT CHANNEL i' THICK, 3 COAT CEMENT SAWRIER 9 III BARRIER 4 • TYPE 'X• DRYWALL PLASTER HEATHER RESISTIVE _ 6' SAE. • TOP OF WEEP SCREED BARRIER 4 6' SAE. \ TO SHEATHING BEHIND WEEP SCREED i' THICK 3 COAT C�Nt� RIEB PEEL i STI`FK IOM SHEATHING, FLASTER ``. 4' PMTIVE DRAM FULLY E FLASHING WEEP SCREED WOW LATH IN FLI ROOF EMBEDDED N. -- -- LLt'70D &$ATNNG 1441LONGWNOOD, fEAr �BLVD. WRB LAYER -1, / \ 11f' X 3' 26 GA GALV. PH: 407-7748078 STUCCO WRAP / - •� METAL DRIP EDGE FAX: 407-7744078 i' THICK 3 COAT CEMENT ' X' GT AP FOR BACKER SET IN FULL BED OF 6EALANw ,abdeslgWoup.00m PLASTER i GRADE ROD 4 SEALANT SPACE FROM DRIP AA #: 0003325 6' SELF-ADHEREINGDRY UJALL AM66-WR=-lW (� - ..i FACE TO TREX WEATHER RESISTIVE i FLASHING WRAPPED •TOP OF WEEP SCREED HING TO SHEATBELOW 4• ROSITIVE DRAM WEEP SCREED i' THICK 3 COAT CEMENT —PLASTER CORNER BEAD F, VINYLCASING BEAD 1. • �- BARRIER 9 RESISTIVE I ,—V*JYL WATER PROOFING "t Ia .F BARRIER K. .- ' : , ' WRB LAYER 9, STUCCO WRAP NO GAP M FRLD (0401IN FOR CLARFICATION OF SEPARATE ACCESSORIES ONLY) VINYL CAeMIa BEAD LAYER (2 LAYER !'EEL t STICK) .r"�•e'R.aiE"'a.: E"�R1O1e COLU"IN SHEATHING LEGEND- 1 '4-4 i WRB LAYER 4, FORTIFIBER 6. 6AF. - - --- i .F_ i I BUILDING PAPER PEEL t Si1CIC II(Hx3'L'FLAaH+dNG DRAINAGE PLANE (WRB 6' SELF-ADNEREING am FLOOR FULLY EMBEDDED IN FROM cErTENr LAYER •I, STUCCO WRAP) WRB LAYER 9, STUCCO WRAP ` �c / , R CANTILEVER 115' X 3' 26 G , GALV. METAL DRIP EDGE WRB LAYER "'1 ORTI BER _ . — , — . ICT.O AM -WH O 1 Y"; CF�ITIVE DRAIN — --- 0 C ANTILE VER DRIP 114'OD P.T. ) SIMULATED SET IN FULL BED OF SEALANT, V MM. BUILDINCx PAPER) EDGE COOD(TREX)FILLER CONTINUOUS SPACE FROM DRIP ---� Yi GAP FOR SEALANT FADE TO TREX VINYL CASING aEm METAL LATH X—X—X—X OPT' BACKER ROD' WATER PROOFING lot NO GAP M FIELD (BHOUaN FOR CLARIFICATION OF FINISH (2 V X 3. 26 GA. GALV. MODIFIED 90 LAYER l2 LAYER PEEL STUCCO STUCCO SEPARATE ACCESSORIES ONLY) LAYER LAYER METAL DRIP EDGE RESILIENT STICK) UJRAPPED FROM CASING BEAD PEEL L aT1CIV 6' PEEL L W-ALMANTT'IF MIN. SPACE FROM DRIP HA VINYLHAT CHANNEL I5EAD BALCONY DECK TO 3' THII CANTILEVER �' THICK 3 COAT CEMENT C WOOD OR 1/1 Fh' ZIP WALL DTL. ® CANT. STICK • DRIP FACE TO TREX 10A SCALE:IIR'•I'-O' EDGE PLASTER SHEATHING 5/8• TYPE X. DIQYIUALL METAL LATH EXTURPD 4 PAINTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — r; GAP FOR BACKER W/TFINIaH — NOTE- I XW r; P.T. OR SIMULATED ROD s SEALANT J' THICK 3 COAT CEI'ENENT 4' POSITIVE DRAM WOOD METAL LATH: LATH TO BE PER SECTION CONT CIHLOUS )FILLER VINYL CASING BEAD PLASTER DEEP SCREED R�O3.�.1 / ASTM C - 84l - 14a , MIN. 2.5 LBS. WATER PROOFING "t HEATHER RESISTIVE VINYL CORNER BEm (SHOWN FOR CLARIFICATION OF N LAYER l2 LAYER PEEL BAWER -1 VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) W PER 50. YARD (UTILITY OR NOMINAL STICK) DECK DTO °" WE'4�R RESISTIVE CANTILEVER BARRIER -2 BALCONY DRIP O LATH DOES NOT MEET SPECIFICATIONS) 6•PEEL 4STICK 11C EDGE INSTALLATION ® COLUMN x DRIP EDGE TO DECK DECK MEMBRANE, EXTEND OVER DRIP (W/" L" FLASHING) SUB FLOOR EDGE ®® 3' X 3' 26 GA GALV. SCALE: NTS WOOD CONSTRUCTION WOOD SHEATHING METAL DRIP EDGE SET M FILL BED OF WEATHER RESISTIVE I NXI VPT. OR SrLLATED SEALANT, X' MM. BARRIER -1 WOOD (TREX) FILLER SPACE FROM DRIP WRB LATER 9, �. y 3/ I RESILIENT WEATHER RESISTIVE CCNTBO1JOA FACE TO eEm 2x FRAMING MEMBER STUCCO WRAP N , CHANNEL BARRIER 4 Y; GAP FOR DACPM ' ROD 4 SEALANT WATER PROOFING I,t i' THICK 3 COAT CEMENT _ WOOD SHEATHING VINYL CASING W;f BEAD FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL t PLASTER WRB LAYER 02, FORTIFIBER ) PEEL • STICK) STICK) WRAPPED FROM d' 3/4 RESILIENT BALCONY DECK TO CamR BEAD BUILDING PAPER '' THICK 3 COAT CEMENT PLASTER HAT CHAHlEL CANTILEVER 2 Imo• FASTENED TO SHEATHING 9 1 WRB LAYER rl, 1 THICK 3 Coar CEMENT . oC MAX STUCCO WRAP 5/8'', 'X' DRYWALL METAL LATH PLASTER -. -L.. METAL LATH =.� �; i W/TEXTURED 4 PANTED WOOD SHEATHING PETAL LATH FINISH WOOD 5/8' TYPE 'A' DRYWALL IuoOD SHEATHING, WRB LAYER 9, THICK, 3 CC— CEMENT 9 i WRB LAYER •2, FORTIFIBER i' THICK 3 COAT CEMENT (2) 2x12 HEADER WREXTURED t PANTED ERR RESISTIVE 8TUCC0 WRAP PLASTER ! PLASTER FINISH a �_ BUILDING PAPER WEATHER RESISTIVE �, WOOD SHEATHING 4' POSITIVE DRAIN THICK 3 COAT CEMENT BARRIER -t i 4• POSITIVE DRAM 6'SELF-ADHERING ` ;; METAL LATH VINYL CORNER BEAD WEEP SCREED METAL LATH FLASHING , '+ s WEEP BCxFn T V94YL CASING BEAD NO GAP M FIELD WRB LAYER 4, FORTIFIBER '!, (EXPLODED J' THICK, 3 COAT CEMENT VNYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF BUILDING PAPER % IEW FOR PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) .`'� CLARITY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP 14A CORNER HEAD ® FRAME DRIP CAP 11D EDGE INSTALLATION DRIP EDGE 0 O INSTALLATION WINDOW FLANGE WRB L ER 9, i WOOD CONSTRUCITON °vTUCCQ, WRAP i WEATHER RESISTIVE 2 , CORNER BEAD WR8 LAYER 4, FORTIFIBER SUHDIV. de LOT: ABBOTT PARK LOT #30 BLK #11 PitoJECT# 04181.000-30112 MODEL 4EBB "1828-CALL" GARAGE SV7NG: LEFT PAGE: WALL ASSEMBLY DETAI _ 1 H M C WEATHER RESISTIVE_ (FASTENER E SPACING, l' O.C.) BUILDINGS PAPER = BARRIER 4 c4_ METAL LATH VINYL CASING BEAD >I` THICK, 3 COAT CEMENT PLASTER �' THICK 3 COAT CEMENT ! H PLASTER ! 5/8, TYPE 'X' DRYWALL METAL LATH W/TE HING NG RED 4 PAINTED WOOD SHEAT6'SELF-ADHERI FINISH THICK 3 COAT CEMENT HEADER/BEAM CMU FLASHING PLASTER 1/2' THICK, 2 COAT CEMENT ' A VINYL CORNER BEAD VINYL CORP. 4' DRIP CAP AR NO PoamvE DRAM PLASTER APPLIED POSITIVE DRAIN DIRECTLY TO MASONRY VINYL CASING BEAn DATE: NO GAP IN FIELD WINDOW FLANGE 04 18 21 n/ / (SHOWN FOR CLARIFICATION OF BCALE: 1/4"=1'-0" SEPARATE ACCESSORIES ONLY) 14 B CORNER BEAD Ca? BLOCK 15 B CASING BEAD (9) WI N D O W @DRIP EDGE INSTALLATION 1( ( FRAME, NO BAND) BWET kk WA3 WOOD SHEATHING WRB LAYER 1, STUCCO WRAP WRB LAYER 12, FORTIFIBER BUILDING PAPER — METAL LATH ------ i' THICK, 3 COAT CEMENT PLASTER FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP ItWRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH !EXPLODED 8 THICK, 3 COAT CEMENT vIEw FOR PLASTER CLARITY) WRB LAYER 01, — STUCCO WRAP VINYL ANGLED IX TRIM MEMBER • STUCCO TO — SIDING TRANSITION SIDING-7 Y,' GAP TYP fASfW. BEAD TO TRIM d' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIRBER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP '-- CASING BEAD h' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) i t r woOD SWAT4wa wEATNER IE"TIVE WRB LAYER'1, FORTIFIBER ■ BARRIER 4 BUILDING PAPER ! UIRATHER"The ■ LATH / \ METAL :.* xiY. slDsn e�_ADVE� .�j: THICK, 3 COAT CEMENT /�� I R ai L uiEe,TrR REelarlvE \ 1 M PLASTER ■ BARRIER / \\ \\ �R �SIeTNE STARTER STRIP 6'SELF-ADHERING �J FLASHING 1 \ i �� `FLASWI-'°D�1°"w .;, 01, GALVV METAL GALVV METAL _ 'T PLASN0IG DRIP CAP WINDOW FLANGE CASING BEAD C) WINDOW 15 C ( FRAME, W/BAND) METAL LATH WRIS 01, STUCCOYj�AP WOOD SHEATHING WRB LAYER 02, F-ORTIF15ER BUILDING PAPER WRB LAYER 01, i' THICK, 3 COAT CEMENT [ STUCCO WRAP PLASTER ! ; I WRB LAYER "Z, FORTIFIBER VINYL ANGLED BUILDING PAPER CASING BEAD METAL LATH VINYL CASING BEAD i THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD 0) RAISED 17 A BAND (FRAME) SCALE: 1 I/2'.I,_0• z FLAa+rHG D TRPt MEMEER WaoD` T R I \ / CAP 14CAULKING OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH- LATH TO BE PER SECTION R1031.1 / ASTM C-841-14a, MIN. 2B LBS. PER SQ, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) BEY610 -_ - - _ _ ADFERING WOW SW ATWING ' R.ASHMG wEARlR RESIST" �! I WEATHER RESISTIVE BARRIER BARRIERi��/ \� WATWER RESIST ABOVE TOP v1=ALLY 61DNG 1 /IL Q SELF-ADHERMG 1 WEATHER RESIeTWE BARRIER 9F• FL,4eHMG \ BAER -2 WE \ \ STARTER STRIP � `� � GALw IET.4L OR I 1 r FLAS14NG —' DD Nor CAlux oft ai ' 6IM1JLATRIMMEMBTER E-Z BEm VYP GOeNG E FLEXIBLE OCER '°'"` �1 i SELF ADIERWG ASNPIGhENAT T D �ATNER RESISTIVE RRIER , YEATFER RESISTIVE - BARRIER a TRIM MEMBER WEATHER REWSrWE BARBER, (UVW FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO \—•A*amm"r^e ® FRAME TO FRAME BARRIER 19 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER S2 (FORTIFIBER — — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — I' THICK, 3 COAT CEMENT - SEALANT PLASTER METAL LATH WINDOW FRAME f / WRB LAYER "2, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY V4' GAP TYP THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER 02, FORTIFIBER WINDOW FRAME BUILDING PAPER WOOD SHEATHING WRB LAYER '1, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE / E-Z BEAD VINYL CASING 2X FRAMING —/LA CW/�' FLEXIBLE PVC BACKER ROD) � MEMBER: I •APPLY FULL BED OF SEALANT BETWEEN ; FLANGE 4 BUILDING WRAP BUILDING WRAP ( E BEAD WINDOW CASING 144I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngmup.com AA #: 0003325 h z � b 7 S> B � C • 'd W PA F aysDIV. ae M77 ABBOTT PARK LOT #30 BLK #11 PROJECT 04181.000-30112 MODEL' 4EBB "1828-CALI" GARAGE OWING. LEFT PAGE, WALL ASSEMBLY D TAILS 16 H W. C EE TARN IN IEE%NG THE VENT PROPERLY P. B' AND 10' SIp4MV IN I OALVMISPO ALIGNED. VENT PIPE IS SEALED IF I.TIUZED. NAIL IN %ACE USING 1-1M'NNLS AT FACM CORNER. ROOFING CEMENT SHOULD BE APPLIED TOALL SWNGLE EDGES NEAR TW: PSBMAl10R CUT IXfTTi1E GOOSENECK VEIN wEWNG IN TW:ROw INTER EDGEANDPEVE ETHEENDRE PEWMETER AS NDED NEAIFER COA4TAL -� SHEATHING. SIZE THE OP LENT IN PCCORM VE NTIH TVE CHART SHOMH. W THE EVENT AMECIWICAL VENT FINS % IX)NS CONSTRUCTION ZOPES. ZONES. USED. SIZE THE VENTOPEWNG W ACCORMNCE N1H VENTFAN MPNwACNRES %%Np CONNECTON WSTRUCIWNS. W Nor CUT INTO TRUSSES OR RAPIERS MHEN CUTING THE OPEMNG IN THE ROOF �� REMOVE INTERFEPoNG SWNIXE NVLS ARCIRD THE PEWMETER w THE CPBANG SD TINT THE WAITING FIANC£ OF THE VENT uVS Fur TO TIE ROOF SFEATHNO. SLIDE THE Tw AND SIDE FLANGES w THE VENT wAro INDER SWNGLES.ALLOW TIE BOTIOM VENT RANGES TO UV ON I I THE TwwTtE SWNOLES. IF -11�- o --11 ROOF HOOD VENT DETAIL EE we CUT WOUSEURA AT,W ANGLE MOOFIED V a N Mouse P LINE OF WNDO OPENING APPROvm NOU M~ OVM S4EAT14MYt OVER ID DUD WALL STEP 1 INSTALL V— SELF-ADHERNG PLANNING OVM NAILING RANT# .LAMBS BEL FHING LASM r N BELOW NLL \J/\ PLIXIBLE FLASHING DO NOT SEAL BOTTOM FIN STEP 6 T8'PORARILY sow -UP N SEC HC TIY:K FLAK FFLA P r0 P uNo AI NEAD IN AT J� SLOPE GILL R OVER VINYL HEAD PLASHING (WITH END DAMS)NALL RANDE BEYOND JN'D FLASHING INSTALL VINYL CAP ASPNPLT PLASTICCEMEM MOIDE I—ERERD00.4E OF PIPE PND OVFIANCE ALIGN FLASNN'a SV INN. EDGE OF SILL MO. MECHANICALLY FASTEN PANED mpam(CAP NABS, STAPLES) INSTALL DUPONT FLDSIRAP AS TH MASHING. AT THE FOLD NOUSEUtAP DOW N TAPE DIAf ONAL CUT ACROSS HEAD Q WINDOW MN PLUMBING VENT DETAILS SCALE. RW- IPPLY 46, : SEALAN AM06 ANC IPPLY TO RNDOU NA LAWS IN na-MINCI DLE* OR INSTALL. S' UCE ADHESIVE BACKED PLOXN" PLANNING MAYSINAL OVM DIP CAP JOINT(PRDTECTO-eRAP ST-20M. a EOUN) STEP 7 STEP 8 `r`k�o WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS SW OR LEAVER FELT PCF CENIEPoJNE-.. E%iRA FASTNERS IN UNDERUYMEM � ENOwSWNGLE ND END SHINGU /15PHPLT I ATLE0.4TTYSE— VALLEY CENTERLINE R `HI3 CEMENT �/ ' CLPPEA CORNER AT K DEGRD 44HINOLES TRINAED Y 1— FROM VALEY CENTEW)NE ROOF VALLEY DETAIL SCALE, NTS APPLY OEH WU (O EQUAL) SEALANT H R.UID AP'PLRD FLASHING (LANCO UINITE-SEAL RC -SA OR EQUAL). SLOPE SILL TO EX L IT IS THE CONTACTORS PtftPONSMLTY TO VERVY THE COMPATSSLITY OF ALL PROCUCTb NGLLDKi HOUSE~, SEALANTS A SELF-ADHERM PLAS14M MATERIALS, USED DURN's CONSTRUCTION 7. INSTALL ALL MATMIALS PER MANUFACTU IM YNRTEN SPISCFICATIOW SEALANTS MAY REACT ADVERSELY F NOT ATV NOTE: CLEAN AND SEAL JAMB TO BILL JOINTS WITH DOW It" FOLLOWING COMPLETION Or EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER MTR)SION BELOW T E WINDOW OPENING SEAL INTERIOR PERIMETER OF wlt.00W IWTH SEALANT L IT b THE COWAGTOM RESPOrEImLTY TO VOWY THE COMPATIBILITY OF ALL PRODUCTS INCUIDNG SEALANTS A SELF-APWMUr. PLANING MATERIALS USED DURING GONSTRUCTIOHL Y. FLASHING AT EXTERIOR WNOOM AND DOOR OPBNNGb SHALL BE INSTALLED IN ACCORDANCE WITH MANFACTUPM" INSTALLATION NSTINUCTIOMD MID APPROVED METHOD U OF PBC WWSA U IN ACCCIIDANCE WITH FENESTRATION MANFA UPM" INSTALLATION AND PLASING INSTIMACTIOPM, IIISRLt6-L SEALANTS MAY REACT ADVERSELY F NOT COrlATMA WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BIND. LONGWOOD, FL 32750 PH: 407-774S07S FAX: 407-7744078 www.abdosigngroup.com AA #: 0003326 Z rn 14. gtmDIV. a LOT ABBOTT PARK LOT #30 BLK #11 PROJECT# 04181.000-30112 MODEL 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 VPH EXP. C DATE: 04/16/21 SCALE: 1/4"=1'-0" WA5 2X6 SUB-BANt> W/1'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK rlEtAl FASCIA uwROP DRIP EDGE I� 1/8' TEXTURED I FINISH ® WOOD 1 �� 2X6 sue BAND- 1/2' TEXTURED FINISH 0 CMU METAL FASCIA WRAP Ye' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU '9ETAL LATH I UIOOD SHEATHING 3 E OR cm 1 U1R5 LAYER 01, STUCCO UJRAP(FRAME ONLY) WRB LAYER @, FORTIFIBER �• BUILDING PAPER (FRAME ONLY) 11 ` ROOFING CEMENT t—DRIP EDGE © i=L AN 5 METAL KICK OUT �\ NOTE: NOTCH FOR 2X6 SUS BAND ONLY ROOF KICK OUT REMOVED `\\ FOR CLARITY ROOF DECK(BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) '1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED K FINISH s CMU 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ®E L E V,4T I ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ©f=LAN A PRE-ENG'D TRUSS TO BE CUT 0 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-V' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND WAZ'x4' NOTCH B 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 -SAND W/Wx4' 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. Y4' ABOvE BOTTOM OF DRIP EDGE 2x SUB -BAND W/114'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY /.e MAP I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdmigngroup.com AA M 0003326 a a 7 a q. o a a _ BtMDIV & LOT: ABBOTT PARK LOT #30 BLK #11 PROJECT# 04181.000-30112 MODEL: 4EBB "1828-CALL" GARAGE STaNG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH W. C 28'-W 11 3'.4" 15'-10" )'4. 3'-6" 36' 2" _ 0'-0" TOP OF O SLAB m FM-12X12 � ml 4" CONIC. °D r fl ` SLAB arc F-24X24� O,a V-*0, 3 ill" LL I \ 10 10'-0" 1.1 EXTEND FM-12X18 � 4"PVC SLAB 11/2" 111 `\` CHASE 1 1 1A \\\ I 0111. N TOP OF I F SLAB I x ,, \ •I I �\ I xi mm N I I • I \' I I `d 1A t *-5 112" 17'-8" 2'A"4f, I 3'-0" 5 ,.1 I o I I i N I ILL o I EXTEND 1 2 1A SLAB 11/2" _ V FM-12X18 V. I rL 4" CONC • aim. LL H Io W SLAB 3•_5" 1/2" I IN a .$-31/2" I I to *7 112" y s op_ J 1.1 °p 1.7 1 1A 1 — — 1,4FMC--12XIS FM-12X18 — — — — — FMC-12 18 — — 4 L 1.1 1.1 _ FM-12X/8 — — — 0 1.1 J 4 7-8" 161-0" 2'-8" T-10" 10'-2" 14" 14'-0" 21-A" 39'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES t. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 10'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-9-0", 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 LAMAS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10, SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01NDICATES #5 BAR, OINDICATES #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 (#5 = 30", #6 =36-), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402MWA6, USING: Fm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. I REMARKS 6X6 W1.4XW1.4 OVER GENERAL 31/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 1(y" - ) s FM-12X12 12' CONTINUOUS 12, - (2) #6s FM-12X18 12• CONTINUOUS 18" - (2)#5's FM-16X18 16, CONTINUOUS 18" - (2) 's (+Hp-p• FMC-12X18 12' CONTINUOUS 19, - (2 's VARIES F-24X24 4" 24" 12' s s (_)p••.4•• -1 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 w � � d a a G7 IyQyD o s� C� SU13DM & LOT14 ABBOTT PARK LOT #30 BLK #11 PROJECT# 04181.000-30112 MODEL.• 4EBB "1828-CALM" GARAGE 8WING: LEFT PAGE: FOUNDATION PLAN 160 JWH E C SCALE: 1/4"=1'-0" 8 si 30" MIN. EACH WAY MONOLITHIC FOOTING z r. STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED a CELL SEE PLAN FOR SIZE AND Q a O CELL SEE PLAN FOR SIZE AND >a> F SPACING REQUIREMENTS t Q W SPACING REQUIREMENTS GARAGE DOOR U m J W ° ... J RECESS —: n. U) CMU WALL O 8"CMU WALL II ! . p CORNER BARS, SAME SIZE AS LARGER BAR I W ul B' ro � AR IN FOUNDATION WITH 30" LEG EACH """1111 W = p•-0„ 9 -6 ! WAY AT ALL CHANGES IN DIRECTIONS O y TOP OF SLAB 1 TOP OF SLAB SO THAT THE STEEL REINF. IS CONTINUOUS f MATCH AMOUNT OF CONTINUOUS BARS CURB FOR PORCH SLAB SEE SLAB SCHEDULE, BAR SIZEMBAREXT. CHAMFER (1-STORY) #3 .. ... EXT. PORH SLAB VARIES SEE SLAB SCHEDULE TOP OF GARAGE LL " d. I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE °JOINT - MASONRY UNITS SET Z;p. AT ELEV: W11/2' ISOLATIONMFER (WHERE VANI (2STORY) #4 W/ 1!2' ISOLATION 4" CHAMFER (1STORY) 6" CHAMFER (2-STORY) APPLICABLE) zE SCHEDULE #5 JOINT(WHERE -••EESCHEDULE APPLICABLE) Z_ 4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WXD, BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OFCONTINUOUSBARSPROVIDETHELEAST BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (w 2 TO 3, PROVIDE 2 BARS), LINO#7 iN EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE: 3/4"=1'-p' 2 GARAGE SCALE3l4"=1'-p' CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=l'-9' SCALE: 3/4"=l'-0" (1) #5 REBAR VERTICALLY W/ CONC. g V POURED CELL 4zi00. N 8" CMU LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON a #4 REBAR @24" O.C. 0 CENTER OF NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT S SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN Z v Z W > W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING v O 1— 5 W O a I WALL W/ SYP U 1 I 2" CAPPED > U) NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ GALVANIZED PIPE O 0- SECURED W/2-PART Ir g SPACING. SINGLE BTM. PLATE 1/2k9" WEDGE ANCHOR W/ 2' W/FLANGE BASE a EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL 70P WASHER SET IN HIGH STRENGTH Q 8", UNO PLATE EPDXY 5-1/2' EMBED. MIN. @j 16" OC b Q C) FOLLOW ALL MANF. _ W SPECIFICATIONS FOR SIMANDPSON SPH40RSPH6 MAX. eh 4" CONC., REINF. W/ F) N Q I BTM AND TOP PLATE = 6'k6" #10 WWM ON 1 6-MIL POLY ETHYLENE SECURE FLANGE TO = m USE AND F- PREPARATION OF ANCHORS W/ 10d z 1 12' N VAPOR BARRIER ON SLAB W/(4)14' X 2114' O HOLE. COMMON NAILS FILL ALL to TAPCONS J HOLES, DO NOT USE 10tl W� WELL -COMPACTED SEE SLAB SCHEDULE > CLEAN FILL TERMITE b o O} < I TREATMENT SHALL BE a Q + 0' 9 y BORA-CARE • � TOP OF SLAB I (2) CONT. 84 REBAR 4" CHAMFER (1-STORY) - -� t 6" CHAMFER (2STORY) n — a .,•. (2) #5 REBAR ON CHAIRS 1. 12' MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. SEE SCHEDULE VIRGIN OR ENGINEERED SOIL OU COMPACTED SOIL FOR WXD, BAR SIZE SLAB HEIGHT LESS THAN 311. PER PLAN 5 BOLLARD ADDING BAR TO AND BAR QUANTITY EXTERIOR MONO DEEP scALE: a/4"=r-p' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL 6 SCALE 3/4"=''-U(W/ UPLIFT) FOOTING W/ BLOCK WALL scALE:34"=''"' 1 A SCALE: 3l4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM- VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND 2x4 OR 2z6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE PROVIDE BLOCKING LAP TO OCCUR OVER STUD 2z4 OR 2K6 WOOD BEARING OF WALL W/ PLAN PROVIDE BLOCKING SPACING REQUIREMENTS BTM. PLATE TO BE PT, WALL W/ SYP No 2 STUDS SEE Q D. PROVIDE DBL TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/tOd MASONRY PROVIDE DBL. TOP PLATE SLAB WS MASONRY NAIL 4//REQUIRED p) NAIL 16" O/C STAGGERED, A 16' O!C STAGGERED. m ADDITIONAL METAL ADDITIONAL METAL 0) v IL CONNECTORS NOT CONNECTORS NOT !n WHEN NO REQUIRED WHEN NO 0 8" CMU WALL W UPLIFT IS PRESENT. UPLIFT IS PRESENT. ? P_I L CONELL .+Qi 8'OCMU FILLED T.(P - - TOP OF SLAB ..Ia- SLAB SCHEDULE Q SEE SLAB SCHEDULE 2X WALL FRAMING +- p'.{Y, TOP OF SLAB [SEE Z SEE SLAB SCHEDULE 1/2"MIN DIA. SIM BOLTS 5" --w'�... +-p{Y' Z - o BED ENTSTB2I MINIMUM EMBEDMENT INTO e • TOP OF SLAB g "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND eo .-' CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH < ---- - FOUNDATION AND SLAB -_a SEE SCHEDULE SEE SCHEDULE .`i""iT FOR WXD, BAR SIZE EQ. EQ. EE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY FOR WXD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 8 INTERIOR CURB FOUNDATION WOOD WALL 9 INTERIOR FOUNDATION WOOD WALL SCALE:3/4"=l'-0" (NO UPLIFT) 10 FOOTING AND COL. PAD SCALE:34"=1'-0 BLOCK WALL CONNECTION 11 SCALE:3/4"=1'(Y' scALE:3a=ra' (NO UPLIFT) d N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.atWeslgngroup.eom AA #: 0003325 W IC S = I Ira I � C F 9 C _ to W 00 O 9umm ae LoT ABBOTT PARK LOT #30 BLK #11 PROJECT# 04181.000-30112 ][ODEL 4EBB "1828-CALI" GARAGE 91FMO: LEFT PACE: DETAILS 16"PA E C v a No DAR,I11"V�T 04/16/21 SCALE: 1/4"=V-0" SHEET S1.1A DOWEL PLAN SCALE: 1/4" = V-0" IN- RONALD RFAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.eom AA #: D003325 0 W CL 1 € SUHDIV. Z LOT ABBOTT PARK LOT #30 BLK #11 PROJECT# 04181.000-30112 MODEL- 4EBB "1828-CALI" GARAGE 8WiNG: LEFT PAGE: DOWEL PLAN 160 MPH EXfjCJ SCALE: 1/4-=1'-0" SHEET s1.2 Q a TIE VERTICAL REBAR TO HORIZONTAL REBAR W/10"HOOK GROUTED BOND BEAM VARIES PER ELE al. CLEAN OUT REQUIRED FOR INSPECTION ' 0'-0" FIN. FLR. 7 • TIE RTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA Z W #3 0 #4 #5#6#7 E41' HORIZONTAUVERTICAL REINFORCING SCALE 3/4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 SPACING REQUIREMENTS W y 0. 0. Z 8" CMU WALL 0 c> "Zt.El SLAB SCHEDULE 4" CHAMFER (1STORY) 6"CHAMFER (2STORY) Z MATCH STEEL REINFORCEMENT iv PER SCHEDULE SEE SCHEDULE FOR VNLD, BAR SIZE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" K 2LLI BAR SIZE 48 BAR DIA � #3 19' n #4 24" REINFORCEMENT PER SCHEDULE VG #5 BARS ■ mj ,. it ,. C CMU UNIT DIMENSIONS ARE NOMINAL SIZES O MASONRY SYMBOLS )K 3 SCALE: 34'=V-91 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 d h K Z ilf ffi i- 4it S g g N f 0 >svHDIV ee w'r ABBOTT PARK LOT #30 BLK #11 PROJECT#L 04181.000-30112 MODEL: 4EBB "1828-CALI" GARAGE 8WII17G: LEFT PAGE: DETAI 16 M. i FRAMING NOTES: 1, U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" "x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION Tc (psi) SIZE WkH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES f8F16MIN-lT/OM/16„. 17'-4" BTM. OF LINTEL @ T-O" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 114" = l'-O" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-174-6078 FAX: 407-774.4078 wwwabdesigngroup.com AA #: 0003326 W Z h a o d tlL ib r [PROJECT# VHDIV. a LOTBBOTT PARK LOT #30 BLK #11 04181.000-30112 xonEL 4EBB "1828-CALI" GARAGE 3WING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 H E . C UVE: 04/16/21 SCALE: 1/4"=1'-O" SHEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1(7' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" $P16-1T/1 pe �FE NOMINAL--:7� Q� HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1TH MNB INDICATES A DOUBLE BOND BEAM AND XFXX-1Ti0M100 INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEER'S INTENT AND XU)D(-1T/iMAB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST -`a 1K WINDOW SILL Z � SLOPE NOTES TO THE INSPECTOR/CONTRACTOR I. PLACE LINTEL ACROSS TOP OF OPENING. 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) 05 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x8 BOND BEAM W/ (1) #5 BAR GROUT SOLID FROM — # OF #5'S, IN 2ND BOND LINTEL TO TOP OF BOND BEAM COURSE SEAM, IF FILLED LINTEL. # OF #5'S, BOTTOM PLACED IN LINTEL TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE:, 12"=,•-0" 8x8 PRE -CAST CONCRETE — LINTEL W/ (1) #5 BAR (1-2) LENGTH OF BAR = WIDTH OF OPENING - Z' OR Bx8 PRE -CAST CONCRETE LINTEL, W/O STEEL (Lt) REFER TO PLAN FOR LOCATIONS TYR M BOND BEAM BOND BE 1#5 TYR IT" 70 BONO BEAM " •.-'. #5 8xl6 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE TOP OF A BOND BEAM TOP OF OPENING SEE NOTE 5 MASONRY 2 BEAM DESIGNATION PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-111. EMBEDMENT 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 11/4")8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8' FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12a PER BILK EA END EMBEDMENT OSS SHEATHING ARCHWAY FRAMING DETAILS i - SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 W W Wabdesigngroup.com L AA #: 0003325 F g � d 4o �Kk C a S i gg F gg ® 9 gCg a F: $LTBDIV. da LOT ABBOTT PARK LOT #30 BLK #11 PimJECT# 04181.000-30112 MODEL• 4EBB "1828-CALI" GARAGE 31IFWG: LEFT PAGE: DETAILS 160 ^H E DA E 04/16/21 SCALE: 1/4"=1'-0" a*== 1111i.s2.1A "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR W PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFPEL LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/b06 RMS-IT10B M1710B4-17 tr/OB -1T/08 TYPE LENGTH 8✓8 PLAIN 8/8 SOLID TYPE LENGTH WIT 8116•tr VA-1T Bt24-tt VA -IT 8/32-iT eratB 16 tv+ trn a 1n1 1T/iB 1TMB aw r a/162r wo zr &24-zr Bn6-zr Bra2-2r 3'�' PRECAST 1436 952 3114 4217 Sul 6426 7531 3' 8' PRECAST 689 1024 3 8" PRECAST 1589 3524 4394 5283 6132 7001 2485 6113 8385 7708 9031 10000 1589 3524 4394 5283 8132 7001 4'4" PRECAST 1065 700 2305 3125 3946 4765 55B7 4'-0' PRECAST 514 763 4'-0" PRECAST 1363 3080 3815 4570 5325 6079 1961 6113 7192 6524 7627 9751 1363 3060 3815 4570 5325 6079 4,$" PRECAST 819 533 1770 24M 3D33 3666 4300 4'$" PRECAST 398 591 4'-0" PRECAST 1207 2582 3375 4043 4711 5379 105 b743 7547 6752 6541 7565 12D7 2707 3376 4043 4711 5379 5'-4" PRECAST 931 1247 1999 25M 3123 3686 4249 51-4" PRECAST 411 411 6-4" PRECAST 1016 1608 2374 2044 3513 4084 1319 44W 7196 7342 5780 6259 1016 2276 2838 3399 3961 1 4084 5'-10' PRECAST 817 1024 1631 2D90 2549 3DD9 3470 5-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 MR 6036 6548 5� 929 2080 2503 3107 3520 4133 6'$' PRECAST 892 1139 3227 3031 3707 4383 5061 PRECAST 410 721 6'$" PRECAST 835 1201 1678 1955 2332 2709 1139 3227 4598 7054 tDDOO 8825 &35 law 2329 27W 3251 3712 T 6" PRECAST 570 938 2498 22M 2698 3191 3685 7-6- PRECAST 303 534 T$" PRECAST 716 9DO 1181 1462 1743 2025 838 2498 3408 4864 7067 6472 727 1624 2025 2428 2827 3228 V 4" PRECAST 428 833 1693 2204 2481 2618 2621 9 '4' PRECAST 192 384 914" PRECAST 454 586 767 948 1129 1310 639 1674 2296 3081 4099 4899 672 1318 1643 1969 2164 25i9 10-0 PRECAST 388 487 1247 1767 1904 2163 2028 10'-0" PRECAST 151 301 10'-0" PRECAST 356 468 012 755 Boo 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 MO 1989 1114" PRECAST 330 b44 1312 1742 2252 2866 3830 11'�" PRECAST 132 417 11'4' PRECAST 430 406 53D 653 777 872 544 1312 1742 2252 2888 3652 468 7042 1372 1843 1470 1710 12 0" PRECAST 308 507 1210 IN* 2048 2506 3191 12 0" PRECAST 111 370 12 -0" PRECAST 383 306 476 687 898 783 507 1210 1598 2048 2588 3171 440 940 1300 1560 1314 1478 13'4" PRECAST 270 433 1046 1365 1732 2167 2636 13'-4" PRECAST 82 298 13'-4" PRECAST 308 303 3B3 484 575 645 414 1045 1385 1732 2316 2W5 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 us t272 1606 1988 2279 14'-0" PRECAST 71 293 14'4r PRECAST 279 27a 380 443 526 on 390 gm1272 1806 1950 2309 378 717 961 1192 975 1133 14' 8" PRESTRESSED N.R. NR NR NR NR NR NR 14'$" PRESTRESSED N. 283 14'$" PRESTRESSED 239 422 506 626 748 865 458 1079 1429 182A 2277 2712 246 063 990 1237 1474 1715 15' 4" PRESTRESSED N.R. NR NR NR NR NR NR 15 d" PRESTRESSED N.R 252 15'�" PRESTRESSED 224 387 484 574 BB4 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1363 1572 1T 4' PRESTRESSED N.R. NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 1Tr1" PRESTRESSED 187 328 385 451 587 880 300 856 1121 1413 1739 2047 192 506 720 501 1135 1312 19'r1" PRESTRESSED N R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19' 4" PRESTRESSED 162 266 348 430 513 595 235 736 950 1200 1467 1716 166 429 623 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'�4" PRESTRESSED 142 219 308 381 454 5V 760 BOB 833 1036 1168 1468 142 373 537 690 816 943 22'-W PRESTRESSED N.R. NR NR NR 22'-0" PRESTRESSED N.R. 116 2Z-W PRESTRESSED 137 3W 165 560 55 78 784 992 20 1203 1381 137 358 358 513 b13 859 779 779 900 900 24' 0" PRESTRESSED N.R NR NR NR NR NR NR NR 24'-0' PRESTRESSED N.R 91 - 24'-0" 124 174 245 302 380 418 450 854 VA 1014 1147 124 319 455 581 697 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2016 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003325 it o ® g SUHDIV. Ae LOT ABBOTT PARK LOT #30 BLK #11 PROJECT* 04181.000-30112 MODMIX 4EBB "1828-CALI" GARAGE SIW MG: LEFT PAGE: SAFE LOAD TABLES 160 MPH E C DATE: 04/16/21 SCALE: 1/4"=1'-0" 8FIEET IS2.2AI FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, MOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/B" LONG, WITH WASHER (8. 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM V-W, FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: t ROOF GIRDERS Wf UPLIFT IN EXCESS OF 2,S00 LBS SHALL BE FABRICATED W/ A 2xS BTM. CHORD (MIN.) 2. COORDINATE ANY TRAYICOFFERED 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" I N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 441 q op_ c im C as C SUHDIV. AC LOT-. ABBOTT PARK LOT #30 BLK #11 PROJECT# 04181.000-30112 MODEL: 4EBB "1828-CAU" GARAGE 81rMG: LEFT PAGE: FRAMING PLAN 160 H EVR. C DATE: 04/16/21 SCALE: 1/4"=V-0" SHEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOF/WALLIFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 SIMPSON (9)10d x 1 }'NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 0 W/10 TO HTSM20 B�(2) SIMPSON HETAt6 TRUSS ANCHOR WITH "ROOFNJALL/FLOOR TRUSS ANCHOR WITH NOTE: APT SYP #27' z 4'", AND TRUSS AND (4)1/4" x 2 1/4" (4)1/ "x SHEATHING 16d x 1 NAILS TO TRUSS x 1 NAILS TO 6", 8" x MAY ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND DB , GIRDS R NAILS, O GIRDER, PROVIDE 5' W/ 10d NAILS, 2 ROWS, 3" CONT POURED 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 # 1900 UPLIFT (2) SIMPSON 16 10d x 3 NAILS TO GIRDER AND NOTE: A PT SYP #2 2x 4", ( ) CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 6", 8 x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12)16d x 3 }'NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL) TO ADDITIONAL PLY MAX. TO A{1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN 1M'/10 x 2 TITEN 2 TRUSS AND ANCHORS x 21/4" CONTINUOUS BOND BEAM .4)Q, 2x WOOD FASCIA ACCOMMODATE TRUSS WITH (4) gT' x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LNTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3) 16d }'x 2 �' TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B{1) SIMPSON FGTR GIRDER TIEDOWN WITH tx2 SECURED W/ 10tl TRUSSES 24' O/C, tx2, 2x WOOD FASCIA (2) }" x S' TITEN HD TO CMU AND (18) SDS J' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3' TO GIRDER SEE 12. O/C FOR REVIEW CURED / (3)16URAL C42) SIMPSON FGTR GIRDER 71EDOWNS WITH 2z SECURED W/ (3)16d AND APPROVAL GALV. COMMON NAILS. (2)}" x s rTEN HD TO CMU AND (18) SDS �' x T lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS SEE SCHEDULE ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17' O/C SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 7' COVER 8 7' APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c TYPICAL ROOF 3 GIRDER CONNECTORS) SCALE:34"=''-0 ca cu 2C � SCALE:y4„=,•�• GIRDER CONNECTOR(S) 3W' T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. 2z4 BLOCKING BETWEEN LSTA12 20 GAUGE BRACE W/ (3)12d EA. TRUSSES WHERE W/ tOmcl/2 HDG NAILS TRUSS DIAG. BRACE TO ( X-BRACING IS PRESENT AT EACH END. TOTAL OF 10 COVER 5 TRUSSES) O.C. (AT SHEATHING P V TI SEA 0'-0"T030'-0"(1)"X"BRACE SEAMS) FLOOR 30'-1" TO 60'-0(3) "X" BRACE SECURE 2x PT. PLATE GIRDER 6'-0" MAX (W/1X4) (1) "X" BRACE 0 CENTER TO BLK W/ 12" DIA. 10'-0" MAX (W/2X4)� (2)'OP BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FOR FROM CENTER TO END. WASHER SET IN HIGH PER ELEVATION rL 2x WOOD FASCIA, STRENGTH EPDXY 6" 1.4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32 OC PRE-ENG FLOOR TRUSS BTM. CHORD PRE-ENG GABLE TRUSS SEC 8 5/8" GYPSUM BOARD OR 1/7' HIGH BRACING, SEE P.T. PLATE W/ 2d'ss 8" STRENGTH CLG. BOARD PLAN FOR LOCATION p U MAY NOT BE STFFBACK (AS PER O.C. MAX SECURE TRUSS TO TOP PLATE w/ (2) }a} N a F- REQUIRED TRUSS ENG) CONT. 214 SECURED W/ 16d TOENAILS 1 's 0 EACH TRUSS TO BE INSTALLED 0 DOUBLE TOP PLATE HTT4 W/ 5&6' A.B. WITH BTM. CHORD OF 10'-0" O.C. MAX. MIN. T'EMBEDMENT WOOD ROOF TRUSSES TO SLAB' B(18)16dx 2x4 OR 2c6 WOOD BEARING 2-10 NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE ON SLAB BOND BEAM RED. BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE PROVIDE BLOCKING a. 12' GYP WL SO , - 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER < < e MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 1 - • i -• - � . e 10'-0' O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP- BTM- CHORD BRACING LOCK WALL W/ GABLE END �(D--PP—RE-ENG'D -ep°` 6 GIRDER/WOOD POST CONNECTIONS s°" E: 3'a'=''° TRUSS SCALE: 3/4"=1'0 5 FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE Y SCALE:3/4"=V-0" (NO UPLIFT) NOTCH DEPTH 1/4•D P HOLE EDGE >SB" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING 2/5•D SGL. STUD OUTER 113 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 (Ft AND F2) LOAD CAPACITIES HOLE EDGE >5/6' AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Ft AND F2 FORCES. BTM. HOLE DIAMETER PLATE <3I5•D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 iP2'=1'-0 SCALE: 3/4!'=1'-0 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAK 407-7744078 www.abdesigngroup.wm L AA #: 0003325 F d q � r dd S � a 19 ILL 0 W O sUBDIV. Z LOT• ABBOTT PARK LOT #30 BLK #11 PROJECT# 04181.000-30112 MODEL: 4EBB "1828—CALI" GARAGE 81FMG: LEFT PAGE: DETAILS 160 MPH C 44 DAE lE: 04/16/2i SCAU& 1/4"=1'-O" BFIEET S3.1A 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d 0 EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER STRUSSES) 0'-0" TO 3014" (1) "X" BRACE 30'-1" TO 601-0 (3) "X" BRACE PRE-ENG GABLE TRU CENTER 2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL2x SUEI-E FROM CENTER TO END. UPRIGHTS OVER 4'-1(AS PER TRUSS ENG JH.H ( 1)"X"BRACE@ PLYWOOD SHEATHING, SEE PLYWOOD SHEATHING, SEE "ROOFANALLIFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. bQ, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2z SECURED W/ (3) t6d ENGINEERED WOOD CALM. COMMON NAILS. TRUSSES 0 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 MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENGD TRUSS � WJ HIP RETURN SCALE:3/4"=1'-0" PRE-ENGINEERED VALLEY TRUSS CONNECTION L SCALE: N.T.S. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O OD PRE-ENG'D WO SHEATHING SEAMS) (BLOCKING TRUSS (TVP) O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 216 PT. PLATE TO BILK- W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2' - WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32, OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's WO C MAX CONC.POURED LINTEL COURSE CONT. 20 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED 0 19-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG $ GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-0" ii • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup•com AA S: 0003325 Z h Z dd 14 SUSDIV. & L/OT• ABBOTT PARK LOT #30 BLK #11 PROJECT# 04181.000-30112 MODEX. 4EBB "1828-CAU" GARAGE 91117NG: LEFT PAGE: DETAILS 160 MPH EXP. C GABLE -BD iF—'�F reP RopF 4`---A` ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2"- 69.80 PSF (79.80) ZONE 3r = 03.80 PSF (93.80) ZONE 2r = 69,80 PSF (79.80) "A`= 4'-0" END ZONE DISTANCE BASIC VIAND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- DAB ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/37' STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN, 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS � 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RINGSHANK, 212" 0.131 F1667 SCREW SHANK t70,000 RING (16-20 RINGSPER RSRS-03 8tl RING SHANK 2 3/8" 0.113 F1667 SCREW SHANK INCH RSRS-01 Bd RING SHANK, PNEUMATIC 23/8" 0,113 F1667 SCREW -NAILS RSRS-01 RAFTER OR TRUSS ROOF SHEATHING I k BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x41Y2 SYP OUTLOOKER RAFTER W/BLOCKING 16'0.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING 0 16, O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED BLOCKING PER NAILING SCHEDULE AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES y V a ZId �o W Y =O Z m EXTERIOR SHEATHING USE 12" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2, 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 10d NAILS a 4" O.C. ON EDGE AND 4" O.C. IN FIELD Zw O w 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" = U TABLE FOR FIELD SPACING ` rn O J\ Z' tt 8 T'YP EXTSHEAT . HING ATTACHMENT STRUCTURAL ROOF SHEATHING To (—#87' DECK SCREWS @6--6'O.C. MAX@ rn EDGES & 1Z' O,C, MM IN FIELD. UNTHREADED Y SHANK TO EXTEND BEYOND THICKNESS OF w 0 SUB -FLOOR SHEATHING 7p . TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHORAN ON STRUCTURAL DRAWNGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2020, 71N EDITION AG 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 401602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND ALSO 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 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 NTH 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 WRING 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 SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CI PROVIDE 6%AIR ENTRAINED 3B. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W, ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. FD = 1100 PSI AND A MODULUS OF PROVIDE 6 ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0NGROIIWI WHERE WDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPE061NCIE5 AND SEALED WITH ADHESNETAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: OISODIUM FORII&WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 71h EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2' UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM Al064/Al 064M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3•-0' OC, EACH WAY. TO 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. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: WI THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES ACCORDANCE NTH T"DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAW LAGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:R,, AND "SCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -nonconcu0enl REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36, WOOD TRUSSES. 10 psf BTM CHORD ron-concu nt #5 BAR - 301 #7 BAR - 47' TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS NTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITHANSUASCE 7 88: 1990. 1S TOP CHORD Est TOP CHORD (7 psf w/ ASPHALT SHINGLES) No GYPCRETE) PST (1 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, 5 p BTM 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WND UPLIFT: 10psf MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Psf WA' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Psf WIND, DEAD LOAD SPEED =10) MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE EXPOSURE C, RISK CATEGORY IU INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE(FBC ATTIC LIVE LOADS: UNINHABITABLE ATTIC STORAGE: 10psf, ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT FIXEDUNINHSTAIRS: HABITABLE ATTICS AND ATTICS SERVED WITTY FIXED STAIRS: (EXTERIOR) STORAGE AND ATTICS DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE NTS: op f, PASSENGER AND DECKS: 40psF, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER : 40p WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30W, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY- PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES- (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE NTH THE DESIGNING {LATENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY 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 OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO OUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL RE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM CAD, GRADE fm=200D PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR RETURNED UNCHECKED. SHOP)AREPRDRAWINGS IN THE FORM DRAWINGS SUBMITTED WITHOUT REVIEW NLL . S 1L RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. A OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY NTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WLL GOVERN OVER THE SHOP DRAWNGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED N A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SWILL NOT EXCEED 5" W PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL T14E REQUIREMENTS OF AG 318 AND ASTM C94/CMM OR MEASURING, MIXING, TRANSPORTING, ETC, CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAMMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REM SHALL BE AS FOLLOWS: A 3- FOR CONCRETE CAST NSTAND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANOIDRWEATHER 1-irC FOR 05 AND SMALLER 2'FOR N6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1�1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYPE "W 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 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID NTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 8 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BV THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A38M FY = 36 km FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/ASOOM GRADE B F = 461ai. STRUCTURAL PIPE SHALL BE ASTM A53IA53M GRADE BTYPE E OR S F = Y Y 35 ksi. 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 F3125/F3125M 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 FASTENER SCHEDULE WNDOW AND DOOR BUCK FASTENERS FASTENER APaxnnoN s� ttFE svAca"G REMenxs AaPLuwnoN g 1. 11 REMArxs 1>fR PT FURRING TO ASE IVRWNED WII GARAOEDWRBUq(III qA. T NMABONRY PSTENER BdC 11/C EMBED. C'ENDgS1. rz'EDGEgST. SGDpAt. EXi DOORS CP9E HNI—ONG x TOIL TOWIpOORl FP6TENED INTO QARAOEpWRBUCK 3/8'gA OR 11Y qA E%PMl40N BOLT 16.OIC (3B`DIA ) 4"EM�Ep., 6"ENJgBT., x ,�E NOIEe NNLIVY LONG. STAGGEPED MABOMVM1VI<C. TO MA60NRY/CONC. 1r OIC It?qP) EDGE qBT. CABS HARDE—L wANDpVINCOR/FASTENED METH. s, RnP TO CONTACT THIS ENGINEER FOR SPACING PT, Er 6 w.a l,a-LONG. succirx-n INTO MABONRv z. MAsoNmlcp4c. REQUIREMENTS PT DOOR Bl>Cx z. PT, 9EE NOTE6 (W3) 3nSQA. WASHER iAPOCM' 160.wi 1 T , EMBED V END T.,1f2'EDGE qST. —1 To RING WOOD WILL iO CCNC.ffiAB t?° ExPAN9ON EMBED. a^ ENp W/WASHER SORT NOIC gBT..TEWEgBT. TWINpOWBIIq( 0.166•PAF.— S'Ox; I- S. qST., 111 TOEEL COL.. BEE W WASHER EWE-1 EB NOTES i STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, NNDOWS AND EXTERIOR SWNG 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 HEAP DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAILED ABOVE 6. NNDOW AND DOOR BUCKS SHALL BE AS WIDE OR NDER AS THE DOOR OR NNDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR NTH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 R � h % B 1 F G a a is l UHDIV. de LOT ABBOTT PARK LOT #30 BLK #11 P1iOJECTp 04181.000-30112 UODEL" 4EBB "1828-CART" GARAGE sTIiNG: LEFT PAGE: DETAILS 160 MPH E s DFRI AATNTE: 04/16/21 SCALE: 1/4"=1'-0" SHEET S NZ © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX O STAPLES INSTALLED, THRU SOFFIT AT NAIL HEM AND IN VALLEYS 01 —j" MAX. P'%rT A l l A O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS Q7 STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED 12" O.C. MAX (INTO QWOOD) IN J-CHANNEL SLOT BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSSMOIST/RAFTER / BY OTHER EMB. ZAX2 WOOD BATTEN 11 d OFFITO `J-CHANNEL® DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR WOOD BATTEN 10 1 Od NAIL AT EACH -STAPLES INSTALLED 0 TRUSS/JOIST/ RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR® TAPPING SCREW, t'J STAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS J" MAX-01l— DETAIL D OSTAPLESINSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFITS" i ® J-CHANNEL-/ �' 0 P'%rTAII r TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN SPAN 'L O 11 1X2 WOOD BATTEN r 2X2 WOOD BATTEN 10 — . O SOFFIT fINSTALLATION SCREW, Q J-CHANNEL— BATTEN ATTCHMENT Q"I FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO —)CONCRETE/CMUOR WOOD) IN J-CHANNEL J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. HEAVE WIDTH HEAVE WIDTH _ 375 (ROOF (ROOF 49 3.625 3.625 .375 3.66— OV RHANG) OVERHANG) CONCRETE; .08 .038 CMU OR WOOD 12 (NOTE:1) CONCRETE; A CMU OR WOOD SOFFIT SEE DETAIL'A' SEE DETAIL'E' OFFIT� SEE DETAIL'D' SEE DETAIL'E' (NOTEA) DETAIL EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL SINGLE SPAN M-CHANNEL 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END VINYL -NO. 639 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774 ;078 FAX: 407-7744078 wwwzbdesigngroup.com AA S: 0003325 rq j E-T-3 W f O BUDDIV. ee LOT: ABBOTT PARK LOT #30 BLK #11 PROJECT* 04181.000-30112 MODEL.• 4EBB "1828-CALL" GARAGE STING: LEFT PAGE: SOFFIT DETA LS L MV PH .'C DATE: 04/16/21 SCALE: 1/4"=1'-0" SHEET SDI 0 ft 4 w