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99 9 t I 0 0 9 828 HOMES 12602 TELECOM CDRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES - 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -F1AI= B � (;ppg, RMMM&4 � 7M SUM 9=, -� LOCJIL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INFERIOR FINISH -CLASS BSCAL -BASIC WIND SPEED - Vult=160 MPH V88d=124 MPH -EXPosURS -C -I-STORY RESIDENCE - -2-STORY RESIDENCE -MAX. HEIGHT A3 PER LOCAL AND STATE CODES AAV. ABOVE LAY. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS AID.T. ADJUSTABLE I,tc. MFR. MANUFACTURER AMP AMPERAGE MIN. MINIMUM BD. BOARD M.T. METALTHRESHOLD CL CENTER LWE MTD MOUNTED cAe. CABINEF MTL. METAL CLG GELLING NT.S. NOTTOclR CLEAR o.c. oxcENTER E C C CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER FLY PLATE DBL. DOUBLE PLYWD. PLYWOOD D.O. DUAL GLAZED PPAIR DIE. DIAMETER PT . PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DR DEEP R.A.G. RETURN AIRGRRL DR. DOOR REF. REFRIGERATOR DTI. DETA SPD7 R.O. ROOUGHOPENII G D.W DISHWASHER sc. SOIDCOREEXFDR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.IL SINGLE HUNG EQ. EQUAL SHT SHEET EXH. EXHAUST SITTER] SHEATHING EXT. EXTERIOR SHWR. SHOWER FXT FX, FIXED GLASS SA7. SIMILAR F.G. FUEL GAS St. SLIDING FN FINISH SL. GL SLIDING GLASS FIN FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FR. DR. FRENCH DOOR SECTION FTG FOOTING TEMP TEMPEREDGLASS GA. GAUGE THK THICK GAR, DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB O.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB OL. GSS TYP. TYPICAL LA GYP. BD. GYPSUM BOARU U N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE VP. VAPOR PROOF HOT. OR HT HEIGHT W. WITH HOT. HEADER W. WITH INSUL INSULATION WD, WOOD/!a^� INT. INTERIOR WOW. WINDOW w,T WATER HEATER W.L WROUGHTIRON DA79 DESCRIPTION m�6/IS CDs 18BI1FD ARCHITECTURAL SHEET DESCRIPTION oubro ion MC PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG Ei-ELECTRICAL PLAN PG Pi —PLUMBING PLAN PG MI —MECHANICAL PLAN ALL We PG DI —DETAILS �K� PG D2—DETAILS CODES +- H'��-�- C()�i PG D3—PRODUCT APPROVAlMA7 ( r�ORI DA ���a -��I Y �t�t��; PG WAl -WALL ASSEMBLY $� A� �4�(;(p . `�'1�G PG WA2—WALL ASSEMBLY C1 �-y r � PG WA3—WALL ASSEMBLY PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA8—WALL ASSEMBLY DETAILS mvI6A8 CDSR-E-MED 02/2v* SOW.ELEVATOOADM 0 6/* CDs RE - IBGED m4/EYb FOOTING REVISION PER M. (lOLLEB 0641AS CDs RE -WED E)P,V15 ADDED gg2pLEN FOaWt AT DARK¢ DETAIL (FORT MYEp81 D2)72A9 PLAN MANiENANCE �SASll9 REVISED LINTEL SZE AT FROM ENTRY DOOR STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH ftONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ'FT' CAMS 04R4A9 ADDED ADDITIONAL REOEPTACLE S4 GARAGE PER WILL BATSON (FELBJ M4M RE`^sED N"AC VOurns ON GGR CIALC sCMED LE (MRS.) LIVM 1928GG.FT. GARAGE 49m SGL PT. ENTRY w So. FT. L'N ba FT. TOTAL 2962 SGL PT mSA2A9 ADDEDINTERIOR MOW DEEP FOOTEWDETAILn/SUA(ORL) m8/ M ADDED LED LSft 4 KITCHEN 4 OATH PER MARK WAS VIA%m ADDED STONE OPTION ELEVATION C 4 D (TAMPA) mvlvl9 ELEVATION Yf' sIDLNG•ADDED LOWER •GABLE Roof "As ADDED Opt. S'•m'CEILWj EIGMB mllmVlm REPLACE UST° CON(ECTORS WITH SMP80N COMECTORB 041 m REVISE ENCAVEM RADON PLAN DRIMONS o4A7811m OPT. S' m CLG NOT: ADDED LED LIGM N FOYER m OPT. )s'-V -VOA. FKaT. ELEVATION 'C'- REVISED W*HT OF ARCNIWY mS�gm ADDED ELEVATION V4'M'(ORL) STRUCTURAL SHEET DESCRIPTION 011040 ADDED ELEVATIONS M'-"4'-TTS' (ORL) PG Si —FOUNDATION PL PG S1.1A—DETAILS � j PG S1.2—DOWEL PLAN C:1 - °^w rn, 0 v � ®,(� PG S1.2A—DETAILS �J�,, �i � . Z~ PG S2—LIFT BEAM PLpCtVy/ iD:, S�,o PG 52.1A—DETAILS C f^/� o PG S2.2A—SAFE LOAD TABLES/� �fjl�� f 2 PG S3—FRAMING PLAN 4 PG S3.1A—DETAILS PG S3.1B—DETAILS PG SNl—DETAILS PG SDI —SOFFIT DETAILS PG SD2—SOFFIT DETAILS DRAWING /CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION A3 ( DESCRIBED IN TIME DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.L. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'8 IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'e HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. mIA0V21 MVFWUPDATE 03&321 ADDED GMT DETAILS m4!lbRi ADDED ELEVATOO N' 4 10, (Olt) m4RTai ADDED STONE OPTION ELEVATION Y1' (MEU50LME) mSADMi ADDED ELEVATKTNS'P' 4 V (ORL) OMWI ADDED DEN OPT. (TAMPA 4 FT MYERS) OSVImf21 ADDED 2m' FQOTER OPTION (TAMPA) WO41 ADD FREND4 DOOR OPTION U N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774407E w .ebdeelgngroup.corn AA A: 0003325 li) oil F C a sUNDty ac LiOT: ABBOTT PARK LOT #13 BLK #14 PHASE 4C PLROJECT(P 04181.04C- 13141 MODZU 4EBB "�' 4'd -CALI" GARAGE 8T►INC: LEFT PACE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR TTH EDITION (202D) 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 ANDIOR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. B. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, USTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR20•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 MMO SHEET STEEL 1" MIN. RIGID ON-METAWC 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 R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 12 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 6 -INCH GYPSUM BOARD OR EQUIVALENT. srm Wore( I, REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACTTHE ARCHITECT, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 6 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 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR INTHE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS, 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TOVERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THEENGINEEREDWOODASSOCIATION: 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. MNIMIM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALLCOMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL SEE ROOF/WALUFLOORSHEATHING FASTENER SCHEDULE ONSHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUMAREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM 6' PVC (SCHEDULE 40), INSULATED WTH6"AMAFLEX 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 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 FNISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THANTHREE 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-Cl063-19a & 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 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. R302.7. EKTERIOR CELLS 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 MANUFACTURERS SPECIFICATIONS) . CONSTRUCTM OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADM NISTRAT] ON 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 BUILDERS / CONTRACTORS 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 SOFFITS 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) 7111 EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 rc 6 OEM Ac LiOT. ABBOTT PARK LOT #13 BLK #14 PHASE 4C PllOZ=T# 04181.04C-13141 1/ODEIe 4EBB "1828-CALI" GARAGE BVnNGs LEFT PAGE: GENERAL NOTES 160 MPH EXP. C 9 ++- 'AW-A. I o'ttttln � o lttttttttt'olttlitttttlo ;! o'ltttl!o o;o o - o - I - I- - p olll,o - - --i'' � oltttttlo - - o - Q - Ta �. o 1 _ VA04- h �1 �i9osSttt�. No ME mm � o -I - - - w. �,�■ai o ■ - DOLLARD- AS RE& i n - PER - . GMAQ F - I®i7 r ;al�ll o,l!' -8p - - 2 t� oilttlio ollttl�o oltOttlo ��Ioltttttl� II -= FLOOR PLAN SCALE: 1/4' " I'-& Itttttttttttl 1�srrrr�rc SQ.r r. CAM S LIVING 1828 Sa FT. GARAGE aim SC. FT. ENTRY 16 SC. FT. LANAI 88 SC. FT. TOTAL 2362 Sa. FT. 0011PCIBR AND CLADM NO LOADS tale wao evoelaiE FDt a aEcaO awoa ape" 1111am mte taD L!N ttD MA N M $ AID THE FDOTA IN MINI. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING IB 5 33/-43 DR. MIN. CRITERIA B.G.D. / FROR 43 5 303/-38A MIN. CRITERIA 16010 O.H.D. 112 S 282/-313 12'xI2' SOFPIT I 5 3T3/•439 BASIC WIND SPEED MPH - 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=11, EXP.=C, MEAN ROOF HT. = 13'-10" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COIt110L RAID /y/1M) TOP PLATE 9 m BAR DETAIL HDR. DTL. A SCALE= 1/2'•I' B SCALE: IQ " I' NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS NOTE: -2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENLM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE ECUIPPED WTH SOLID WOOD DOORS NOT LESS THAN 1 3/0' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. d N. RONALD REAGAN BLVD. LONOWOOD, FL 32750 PH: 407-774E078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ro it o u'i S o a$ INN DUHDSV. S& IAT ABBOTT PARK LOT #13 BLK #14 PHASE 4C PROJECT/1 04181.04C-13141 WODZXA 4EBB "1828-CALI" GA AGE SWING: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C I DAM 02/08/22 SCA Z:1/4"=1'-0" SKEET Al NETFREE VEWILATION AREA RFQUIRm = v3w REQUIREDVENTUATIONAREA = 2*413W ENTI RATION AREA x SO, INCHES PER Fr.(144) 12M.72 SQ IN, EQUAL EQUAL NNN. REQUIRED VENTILATION = sx LIK72 IN UPPER PORTION OFATTIC TO CONTROL JOINT TO CONTROL JOINT - s6736s4IN. •/-I5'-4' BLOC..I-GT. (TYPJ (TYPJ OFF RIDDEVENTILATIONAREA MSQ.IN.PERVENT --------------- S036/us TALY OFVENISREQUIRED = 43M7 ITO VENTS FTPON LVI2X74 EQ. EQ. SHINGLE ROOF TALCOF.A1EA OF ATTIC THE PERIMTER OF THE HOUSE. LSS THE OVUU44NG OR EQUIVALENT A OFF RIDGE VENT O(TERIOROF WALLTO MERIOR OFWAU, NO OVERHANGS INCLUDED FYF'ON I b •j- EIICTIDCIl OR � I 4 12 EQ. EQ• EQUIVALENT lbg I 1 A 1B A 6 I 8'-m" BRIG. HGT, _-- --- ----- 1 F ----- _ _ - --- B'-0' BR6. HGT. 8'-0' BRG. HGT. 8'-0• BR.a. HGT. OPT.00ACH LIGHT I ' DECO TIVE ®® DECORATIVE SHUTTERS OR I��=•� YpoN EQUIVALENT I I uo TYP. ? XT 4' RAISED m BAND (TYPJ 09 0'-0' FIN. FLR - - -- -- --- --------- m _ m-m F I I - ---------------------- - - ,gym m FRONT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FOCR R103.4 OFF RIDGE VENT OFF RIDGE VENT REAR ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH b I I _0. \I V-m' BRG. W.T. a'-m• BRG. WW. iv iv DECO. DTL. A SCALE: 1/2 • 1'-0' 0'-0' FIN. FLIP -- i�m ------------------------ ------------------------- -—'-m' FIN. FLR II OFF RIDCsE VENT LEFT ELEVATION WALE: V4 . I'-0' TEXTURED FNI OFF RIDGE VENT 8'-0• BRG. m m �o 0'-0' FIN. FLR , m RIGHT ELEVATION SCALE: V4 . 1'-0' TEXTURED FINISH 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W W W.abdaSIgngmup.mm AA 8: 000332a re 4 aUnDiv. LOT ABBOTT PARK LOT #13 BLK #14 PHASE 4C PROJECT# 04181.04C-13141 MODZIU 4EBB "1828—CALI" GARAGE B Wn4c: LEFT PACE: ELEVATION I'D" 160 MPH EXP. C DwT 02/08/22 sCALE: 1/4"=1'-0" ssLEET A2 D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e OSV OUTLET 20 APP SWnLE FY)LE WV CUTLET 90v OUTLET V2 OF Oumar uaMD TO MTCN GPI 20v CUTLET lO uI MMPTEEEKU(TAMEPAR lOIulIST� RNS.WT TTPI) N 2210v OUTLET (4) YRC CONNEOTION uI�eXr. wTEpR2Q OUTLET GISMO PAUL IIflEERP•1!R SaNTC14 WITCH ldWY OFER W4 WRCH 4-WIN.T OPfR WALL MOU TSP LIdNT CELW.LK" O LED CLG LW4T Lm VAFOR ©VP PROOF LOW O Vlp VAPOR FROOP LOW Omanew CAN VELAR. PAN I oM PEe Ea Pr. VBIT. PAN I a,N PtiE �J. �. (specs no eY ® FL 2-MLR UR4P AROUD ( LI�[C� BED) • R L4 AMLO Wb°F �� (8Wsp M4TJ k� 2' KMOP06CI NT W PLUOPEMONT p p II 4. TIMOK LOWT 0 FREL mom FETTER ° SD. d'1CQ DCRCTOR YTT. Ytl[.NF �y�y� WLL N40mw YR. YtA!.IIA I w 1 emom DITSMOR ULyd®IB�• ® gKp !'a01° MON200OLNIeR� pTRRaT01! COMB Q'� OTID SWALL ADRTANQ OF NOT Los TERN 41 PEDANT Led: Lt\ NATURAL GAS TEJMRM Mac WH UATae NEATER DISGOISECT AIR cdDITIONINS M.C. DMCONEGT �� H 1V1 ICJ TMEVWON JACK LI1tl O TO !E tlAPORIID N ACGOICA W ROX J-ROX NelwaD .M Nlueu FOR D calLms SOX OELMS MN&RbW m !e O,rv.c w N ACCOICMNCE W BOX MAP@= AS SJCN FOR psFUCTION c�nnn 24. Nr-41OCEODR LOW arTer nnnnnn Ip• NGAlDCOWR LiONT NRRP nnnnnnnn 48, NCANDSOCENT LIOR STRIP ROOD LIONT awn. oRcuory IE1R4D HE PWL FURN.M)rt04 POR cum& um PORT • LOCATION OF TV JAG[! N RNOIE OURITS . FANS TO w v 150 • NOMEOUNeR PRE-CONSTSSTICN MEWING, • ALL R N 20 AMP ERANCN ClWJTS TO ME ARC FAULT PROTlC1ED H9E lLlCiRICAL PROVMake OF mm TTN I®rtION rOlPJO) N NEC 21Rn aen ed71O14 • W AMP DEDICATED LAIWRt CIRGWT. • GPI - MLMD (NOT ON KMO MN CMCIET) • OWWASWEE ONICONICT TO De LOCKOUT N PANEL • EATMOOM IXHAINT PAN TO NAVE MIN. CAPACITY OF W CRT NTEIIMITTE4T PER ILECTOWAL FRONSIONS OF SECTION M8OI3 • LAUNDRY ROOM AND DISIRLWER RECEPTACLE GROUND RC dD FALLT CIRICUTT.NTEtltlrTER PROTECTION FOR FKFAO11EL ON FEEDERS • WPM METHOD SHALL BE NON METALLIC CAME PER SLICTIECAL PROVISION OF fflQ TTN ED [24R.NL • ALL WOW TO CCM-LY EETH ELECTNICAL PROVISIONS OF TM PeloE TiN L (2lDwl • LLL LANE eeAT MRFLTFD RT M1LDeR 'REc OF LIOMTimm N6 MAT ME RINSER-T B#ci1F TM PER PSC. RAMY COLMIRVATION LRNMIC MILL EVENT SPIfJENGYI 2020. Tlh edtlON Ie.eu METER FIELD VERIFY LOC. OPT. -------------- COACH LIGHT ELECTRICAL PLAN SCALE, 1/4' • 1'-0 MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN I I I I ® I I M I I I °L I 1 LED LIGHTING C DOUBLE LAV. BATH °I 150 AMP ELECTRICAL RISER NOT TO SCALL GENERAL NOTES. A, ELECTRICAL MATMOALS AND NSTALLATICHS SMALL CO•PI.T WITw LLECTRI AL PROVISIOW OF Tw[ FRCde TTw mrtlau r2 1"i AND LOCAL CODES. AALL LOCAL POUCR COMPANY WGUP RIENTR. E. ALL CONDUCTORS SHALL 09 TYPE THHNRMW UNLESS NOTED OTFCRUS! PROVIDE E0 AMP 001246 VOLT. I PHAN SECONDARY - ELECTRICAL SERVCE. PRDVIDe 3 4 COPIER (CU) N I.,.. D W SCNEDLL! DID PVC CONDOM opt PROVIDE ! Kne ALU9NU1 (AL) N 2" DLL eCNeOULE 80 PVC CONDUIT LMLM WMACI S PROVIDED MY THE ELECTRIC WMPANT. COORDINATE UNTM TIE ELECTRIC C MWANT PIEIOR TO END. / I I I 1'-6• i'-6• I LED LIGHTING Cap SINGLE LAV, BATH -1 FROVIDE Y2AS CU. TMW • PS GU N 2• CONDUIT OR E %V AL., THEN • Mb CU N 2- CONDUIR OR 2A0 AL SEE! ff UIT To I IwAf! Aef01,! eOFFrt 0 ehl- n.) COPO4HATIM SERVICE OMCOW ECT MUTCN AND ILICTRC METER N wim OR ENCLOSURE MLRNC! r r. --I am" mavola" memocs = Dow,*Y2 NTERSTSTIM EONDNG TE IMNN. AT LOW VOLTAGE CONNECTIONS I Y CU SERVICE GROND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PIR E.ECTI CAL PROVVMIONN OF THE EMGM TTw EDITION L2af2AT1 S•R" DIA X • FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGW OOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngro UP.com L AA 0: 0003325 1 w $ BUDDiv ae LOT. ABBOTT PARK LOT #13 BLK #14 PHASE 4C PllOJSCTT[N 04181.04C-13141 MODZU 4EBB "1828-CALI" GAMAO$ 8WING: LEFT 1 PAGIZ. ELECTRICAL PLAN 160 MPH EXP. C ROLA D A ABOIJCHACWI I L AR NO 90723 pRINT '9 DATjW 02/08/22 scAre: 1/4"=1•-0" asru v E1 y 2' VTR � I\ Imo• 'p \ ,01/2' \ V2• I \ 1 W=C � 2` 'I LAV 1 8 I I 2 SWJ'R 4el 2 WASHER el J KITCHEN SINK uv 2' AUTO VENT � IR� 2� 11/1!-,� I 1V2�(2�1 1/2=ti .. -K I o,),,TUB PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE. V4 • F-V TO Ii N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdealgngmup.mm AA #: 0003325 a ro t III uaDIv. Z URN ABBOTT PARK LOT #13 BLK #14 PHASE 4C PROJECT# 04181.04C-13141 1[ODSIA 4EBB "1828-CALI" GARAGE 8VnNC LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C HVAC NOTES L ALL MECHANICAL EQUIPMENT $HALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER FBC TTH EDITION (2020) MECHANICAL BLOC. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 184 CLASS I AIR DUCT AS PER NFPA 90A 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 S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, $HALL, BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 'NTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC TTN EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC NTH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, 814ALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. % ALL FIRE RATED CEILINGS AND WALL$ $HALL HAVE AN APPROVED FIRE OR FIRW/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC TTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCNG DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOSE: ALL HVAC TO HAVE PROPER PAN$ W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM t 1 AIR RETURN SUCTION AND LIQUID AIR SUPPLY J REFRIGERANT LINES 1 AIR HAUNDLER EXTERIOR WALL 1 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW BLAB q REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR TTH EDITION (2020) MECHANICAL SLOG. CODE SECTION 3011.4 HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK l BALANCING DAMPER OR ODD 0 CEILING EXHAUST PAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR (1) THERMOSTAT I9 PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/161XV TAPCONS WIT 811'IPSON WB ROLL STRAP OR EQUAL 4' CONCRETE BLAB SECURE STRAP TO WIT W/ (2) ASXI 1/4' BHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 121 FROM STRUCTURE SCORIATED NICKEL /-FIN. FLOOR COUNTERSUNK BRONZE FL. PL. / OR WALL CA. PLUG BRASS PLUG —�"�-PIttBNG OR EXTENSION TO 801L OR WASTE AS REQUIRED WADE 8240-K JOSAM 860" INSIDE SERIES NICKEL BRA66 TOP CAULK P.V.0 OPTUSPEC FLOOR SLAB CLEAN -OUT (TYP ) FIN. GRADE OR PAVING SEE SPEC. 1'-8'XB' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT (TYPE ■ MECHANICAL PLAN SCALE: 1/4 . 1'-0 NOTE. ALL MECHANICAL EQUIPMENT 8HALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX:407-774-4078 w .abdesl "groupxom AA 0: 0003325 J "I I - - " k 10, "'N VHDIV. k LAT: ABBOTT PARK LOT #13 BLK #14 PHASE 4C ROJ]liCTUIU 4181.04C-13141 4EBB "1828-CALI" RACZS SWING: LEFT PANE: MECHANICAL PLAN 160 MPH EXP. C InA 02/08/22 UlcA=, 1/4"=i'-0" 8*IERINT ET M1 2X4 TOP PLATS PRE-FAB TRUSS 1/2, CLG. BOARD 112'DRYWALL .---.� 'j'`nj' SECWR= ST. — MATE TO SLAB W/ IOd MASONRY NAIL • 32' Or — MAX FIR FLR 2X4 WOOD STUDS o24' Of - SLAB TIONS SUPPORTING "IJI+Irs PLUMBING MS AND WALL 4ETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE Vv' O.G. OR, NOT THAN 2xb, WHERE ED NOT MORE 24' O.G. (a:)TYP. INT. WALL (NON-BRG.) D1 SCALE: 3/4'.r-O' FIBERGLASS SWW-vLES WITH UNDERLAYMENT AS PER FBCR 909.LL ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS J/ MTL DRIP EDGE �// 2x FASCIA PER 1 -® ELEVATIONS TYP. OH. VENTED SOFFIT I I I 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY P/6' GYPSUM IN OR in, Ww STRENGTH CLG. BOARD 39ro'OR9 1/2' DRYWALL Wr TOP CHANNEL (29 GAJ COMM oeAD 1/2' TNO( 2 COAT1' GSTO CNeI RCe "� FLNT6R=RCMORCCiNT CRIN L MR Vi' DRYWALL 2'UeONeY M�TT PACIgD 3 9/6. OR 5 3/6' METAL 6TUD6 TO RLL 24' OZ. 2® GA METAL TO BE CELL Y PAR INSTALLED N WALLS RECEIVNO UPPER/ LOWER 3 We, OR 0 GAWi AIO sm ArWPWVMa WALANTAi I CABNET6 AND TUB/SHIOLLER 29 3/8, BOTTOM 7i* e,ec,ICEe pp GA METAL TO BE INSTALLED CHANNEL (29 �hBR sT� M ALL OCHER WALLS. StI1DC GA) SECURRED ua ALL TO BE SPACED Ili' OZ. AT 2ND TO CONIC 1 } ^"° Y.M "°° A.A LN AROUND I FLOOR WALL* ADJACENT TO FLOOR WV 3/4' FLO ayl pOY�uAe pY� STAIR LLELLS AND BATHROOM • TOWAL.L6 PAFVuZ;OD WV tILE FM16N FLOOR we W/ V4' WOODAuaD SCREW .... r Rea �neVW64RAD by wy OTi m coneWOOD BASEBOARD TWAOCS ROOM 6RACKM W PRODUCT APPROVAL IYa FINISH FLOOR .. 1-STORY TYP. INT. WALL 2e GAS LINE THRU BLACK 3 GARAGE DOOR JAMBS Y2"O D1 SCALE: 1A METAL STUDS ( NON- BRG. ) 91 SCALE, 3/4'.1*-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS M2 P.T. FURRING - STRIPS • 24' O.C. 8' cm V2' GYP. WL. ISD.- WOOD BASE — 0'•®' fIN. FLR C.' d 4• n W/ WINDOW OPENING N FIBERSI.ASS 8HINGLES WITH UNDERLAYMENT AS PER FBCR 90511. ROOF SHEATHING THICKNESS AS PER SHEET W. SECURED PER FASTENER SCHEDULE PRE•ENG TRUSS M. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-16 IN + " ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND 16095.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF 1 SCALE, 3/4'-I'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 908.1.1.1 OF THE FBCR 2020 ITH EDITION IS i14 WHICH USES (2) TWO LAYERS OF ASTM 022fo TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLAS6 8WM6LES WITH UNDERLAYMENT AS PER FBCR 90911. ROOF SHEATHING T14ICKN966 AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATION6 VENTED SOFFIT WALL OWEAT14NO THICKNESS AS PER 814EET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 6' cm FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX. WITH UNDERLAYMENT SECURE WV (2) 12d NAILS AS PER FBCR 90611. • EA END ROOF 844EATHMG 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. SECURED PER FASTENER SCHEDULE STFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE Ax f'RE-�s WD. TRUSS X. 2x FASCIA PER ELEVATIONS PER ELEVATION VENTED SOFFIT CCNT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENEI�+Y CODE FORMS FOR WALL SHEATHING INSULATION R-VALUES THICKNESS AS PER PER ELEVATION SWEET SNI. SECURE PER FASTENER SCHEDULE 5/8' GYPSUM BOARD OR 1/2' ON 814EET SNL NIGH STRENGTH CLG. BOARD PIQZ-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER I MANUFACTURES SPECIFICATIONS •Ix2 P.T. FURRING - STRIPS • 24' O.C. V2' GYP. WL. BD- WOOD BASE— CMU V.. 'FIN. FLR a a %" • • ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ° 4'• ITH EDITION, SECTION R30LI.3 AND 1609.9.1- W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE r5-�1-STORY GABLE BLOCK WALL INSTALLATION of ROOF D1 &CALE. 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.a tides igngm up.eo m AA N: 0003325 1 Go N F FYI IL 6 k p� $ pXNO ..••yll ir` a � S [10-ARAGZ ODIV de LOT BOTT PARK LOT #13 BLK #14 PHASE 4C JECTI(r 181.04C-13141 DEL: 4EBB 1828-CALI" E WING2 LEFT 1PAGE: DETAILS 160 MPH EXP. C im 2X& P.T. a CENTER OF DOOR HEADER SECURED UV f0 V2' X V J-DOLT W W MN EMBEDMENT IUl 7• X 2' X VS' WAGNER 4 MR OR WV (2) VP X V ANCHOR BOLTS WV 2- X 2' X USWASHER A NUT B SECURE 2x4 TO MILK WV R V4"TAPCON6 I IA' D'BED. 6. OC. 4' ETD DIST. 1 W' EDGE DIET. R 121 7X6 GGARAfaEK W DOOR BIJLTG SECURED WV (6) V2' X V J-BOLT OR ANCHOR DOLT&, W/ 4- MN BM SEDMBNT, W 2- X 2' X LW WASHER 4 NUT. (1) WtWN V OF TOP, fU WITHIN &' Or THEDTM, m (3)EVB4.Y SPACED. 10 IS R Name. ALL ANCWORG 64ALL EE N ACCORDANCE TO MAMPAr-7UMGTION6 S NSTALLA71ON INSTRUCTIONS WHERE SUCH NBTRWAM HOW AMWEILNT GARAGE DOOR BUCK ATTACHMENT 8' cm 112' DRYWALL M4 Pt. OR D/4'X4' MN SECURE TNRU FRAME 4 1•X4' EXTEND 1-1/4' NTO P.T. NAILER BLOCK W/ 3/16' TAPCONb DOOR CASING MK SWANK 61ZE JH MN HEAD SUE 300 MR EMBEDMENT 1-114' WITHIN V OF EACH ETD DOOR JAMB OR WINDOW 4 16' OL MAX SPACING ATTACH TO ZX PER MAMPACTUIRL'S DETAILS. NOTE, SHIM AS NEEDED TO PLU1D JAMB (00 NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" a IFINDO TO BLOCK +3/4" OR +5/4" 2X4: m SECURE TO BLOCK W/ BAW T,Ar4:" (MN 614ANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN V OF EA04 END 4 0' OL MAX 6PACNG. 2X6: SECURE TO BLOCK WK2) Aft' TAPCOND (MR SHANK SIZE J4& MIN. HEAD 612E 300 MIN. EMBEDMENT 11141) V cm WTHN V OF EAC14 ETD 4 IV Or- MAX 6PA0143. I/"J• DRYWALL 2XM ® 62CUM TO BLOCK PT. NAILER WX2) 3/16' TAPCONS DOOR CASIMG (MIN. SHRANK SIZE .146 MIN.HEAD SIZE ISM MIN. EMBEDMENT 1 1/4.1 WIrWM V OF EACH END;C4 4 b' OL MAX &"', DOOR JAMB OR WINDOW ATTACH TO 2X FOR MANUFACTURES DETAIL& NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4•1 DOOR JAMB TO BLOCK +1 1/2" �eLrrpotr To BLACK +1 1/2" 0 3/4" BUCK CONNECTION ooTHLK.� DETAIL 2X4, Wl WCURE TO BLOCK W/ 3/16' TAFr-CM (MIN SHANK SIZE .WS MIN. HEAD SIZE J00 MIN. EMBEDMENT 1 1/47 WTHN V OF EACH END 4 IV Or- MAX WACING. 2X6: 033 SECURE TO BLOCK W/f2) 3A6' TARC4" (MIN. SHANK SIZE .MG MIN. HEAD 61ZE 300 MMIN. EMBEDMENT 1 V49 WITHIN 8. OF EACH END 6' CM 4 IV OC, MAX SPACING. IR' DRYWALL 2XM ® SECURE TO BLOCK I'X4' W/O) SAS' TAP!'LOINS P.T. NAWER (MN SHAK SIZE )45 T/IS' OSJ L X 4' MN MIN. HEAD SIZE 300 MN B4DEDMENT 1114, DOOR CABINS UT14N W OF EACH END 4 B' OC. MAX MACkMKs, DOORJAMB OR WINDOW ATTACH TO 2X PER MANILFAG11lE6 DETAILS. MOM, SHIM A& NEEDED TO PLUME JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/16" n111NDOB TO BLOCK +1 15/18" ZX4, IRS SECURE TO BLOCK UV SA6'TA�FCONG MN SHANK SIZE J4& MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN 6' OF EACH ENO 4 W OC. MAX 6PACMG. NOTE: STRUCTURAL 2X MIST BE 2X4.: ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TWROUSi4 NON-STRUCTURAL W/(2) SAW TAFC-0146 3116' TAPCON MN 1414' (MN SNAMC SIZE 146 EMBEDrEN1T INTO BLOCK. MR HEAD SIZE 300 MN EMBEDMENT 1 V49 WITHIN V OF EACH END S" CM 4 W Or- MAX SPACING.2XIN IQ' DRI'WALL 131E ❑ SEC SECURE T' BLACK 1'X4' WX2) 3/16TAPCOINS P.T. NAILER (INK &HANK SIZE JO DOOR CASING MR HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN VOr EACH END 4 W OL MAX SPACING- DOOR JAMB OR WINDOW ATTACH TO 2X PER MUYJLFACTU RE6 DETAILS. NOTE: SHIM AS NEEDED TO FLUB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +2 1/4" /1111ND01/ TO BACK +2 1/4" u 2X4,® SECURE TO BLOCK WV 3AW TAPCONS MN SW1 WC SUE J4& MR HEAD OM J00 MN EMDEOMEM 1 V41) WITHIN V OF EACH END 4 IS' Or- MAX SPACING. 2X6:® SECURE TO BLOCK WW2) W16" TAPCONS MN GWA4K SUE J46 MN HEAD SIZE 300 MN EMBEDMENT 1 V41) WITHIN e' OF EACH END 4 61 OL MAX GPAGNG. 2XM CM . SECURE TO BLOCK WK2) 3A6' TARCONS !MN SHANK SIZE 148 MIN. HEAD 612E 3" 4 W OZ. MAX NOTE: SHIM A6 NEEDED TO FLUME JAMB (DO NOT EXCEED V4•) CMU ' DRYWALL W/ (U b vERTICALLI -M4' P.T. NAILER -T/16' OAA X 4' MN OOR CAGING AM OR WINDOW DOOR JAMB ��Ty OOBBLLKK DETAIL 2X4: OR no TO CLOCK WV3/I6• TAFCON6 (MIN, 8HAK SIZE J0 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN V OF EACH END 4 W OL MAX SPACING. 2X4: Will GEC1IRE TO BLOCK UV VV TAPCONG (MIN. GNAW SIZE J46 MIN. NEAR 617E 300 MIN. EMBEDFENT 1 1/49 IMT14M H V OF EAC END 4 IV OL MAX SPACING. 2X6, ® 2X6. = BLOM TOAPLON& 7)) 3/16' AI"CONS WN2) VV44' (MIN. (MN 6HAK SIZE J45 SHANK SIZE J46 MINI MN HEAD SIZE 300 HEAD SIZE 3" MN MN EMBEDMENT 1 V4') EMBEDMENT 1 1/4') WITHIN V OF EACH END 8' CM WITHN V OF EACH END 4 W O.G. MAX SPACIN& 4 IS' OL MAX SPASMS. &• CM'IJ 2XM ® ❑ V2' DRYWALL 2XM ® ❑ U2' DRYWALL IURE GECTO BLOCK PX4' SEGUE TO BLOCK 1'X4' WN2) 3AW TAPCONG P.T. NAILER WK2) V4' TAP!' -ON& P.T. NAILER MN SWANK SIZE J45 DOOR CAGING (MN SHANK SIZE J45 MN HEAD SIZE 300 MN HEAD SIZE 300 1AW 06D. X 4' MN MN EMBEDMENT 1 1/49 MN EMBEDMENT 1 V49 WITHIN V OF EACH END MT14N V OF EACH END DOOR CABMG 4 W OL MAX 4 W OC, MAX &PACING. DOOR JAMB OR WADOW SPACINf DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 7X PER MA6FACTURES DETAILS. MMAFACTUR>E DETAILS. NOTE, SHIM AS NEEDED TO FLUME JAB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3' K 2X4, 00 SECURE TO BLOCK W/ 3/16' TAPCON6 MN SHRANK SIZE J45 MK HEAD SIZE 300 MINI. EMBEDMENT 1 1/49 WITHN V OP EACH END 4 is, OL MA( SPACIN& NOTE: STRUCTURAL 2X MUST BE 2X4., m ON OUTSIDE 4 SECURED 6ECURE TO BLOCK TWROUGH NON-GTRUCTURAL WR2) 3A6' TAPCON6 3M' TAFCON MN. 1-1/4' (MIN. SHANK SIZE J43 EMBEDMENT INTO BLOCK MR HEAD 617E J00 MR EMMIEDMENT I V4') 4.. CMUIT14N W OF EACH END 4 W O.O. MAX SPACING. W" DRYWALL 2XM ® ❑ MX4' SECURE TO BLOCK P.T. NAILER UV(2) SAW TAPCOW DOOR CASING MN SWANK SSE ,146 MN HEAD SIZE 3" nN BBE )MENr 1 W7 wTHIN V OF EACH END 4 IVOr- MAX 6PACMG. NOTE: SWIM AS NEEDED TO PLUS JAMS (DO NOT EXCEED I/4') 7RND 7x SECURE TO STRUCTURAL MEMBER Wk2xtd WITHIN A' OF EACH BIND 4 6• TO V Or- MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUES DETAIL&. DOOR JAMB TO BLOCK +3" ��n* TA AIIZC2C 4.9" NOTE. SWIM AS NEEDED TO PLUMB JAB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" 0 DOE' TO B +3 7 2X4, Will 6ECWE TO BLOCK WV 1/4' TAPCONS MN SHANK SIZE INS MN HEAD SIZE 3" MN E'BQOMENT I V41) WITHIN V OF EACH END 4 B' OL MAX SPACING. 2X6: SECURB 10 BLOCK WK2) V4' TAPCONS (MK sk" SIZE .M& MIN HEAD SIZE 3" MR EMBEDMENT 1 1141) WITHIN V OF EACW END 4 IS, O.C. MAX 6PACNG. 2X8: 60CURE TO BLOCK WW2) V4' TAPCONS (MK SWANK SIZE J4& MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN V OF EACH END 4 W Or- MAX SPAACNG. NOTE: STRUCTURAL 2X MUST DE ON OUTSIDE 4 6ECURED TWROUON NON-6TRJCTUIWL 3A6' TAPCON MR 1414' EMBEDMENT INTO BLOCK L—V 6• CMU IJ2' DRYWALL 1.(4' P.T. NAILER P P.T. X 4' MN 'Mir'4 r DOOR CA&MG DOOR JAMB OR WINDOW ATTACH TO ZX PER MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1,149 DOOR JAMB TO BLACK +3 3/4" r1011 TO BLACK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.mm L AA S: 0003325 A 6)v13DIV. 4W GAT-. ABBOTT PARK LOT #13 BLK #14 PHASE 4C P1lOJWTp 04181.04C-13141 MODEIe 4EBB "1828-CALI" GARAGE BW MG: 1 LEFT PAGE: DETAILS 160 MPH EXP. C ROLAPD A, ABOUCFiAM l AR NO 83%23 DRATTM 02/08/22 INCA1:E: 1/4"=1'-0" sniEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION VCODE EXPIRATIONDATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2022 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1 12/31/2022 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 12496.3 SIMPSON STRUCT. COMP WOOD CONNECTORS 2020 FBCR 12/31/2022 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 1053120 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473A EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12131/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 17676.26 MI WINDOWS & DOORS TWIN WINDOWS 3540TWIN SINGLE HUNG 2020 FBCR 11/3/2025 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FSCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020FBCR 12/31/2022 5678-R5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 152792 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY SLOG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2022 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2022 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDELRE 2020 FBCR 12/31/2022 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2022 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2022 20461.9 THERMA-TRU EXT. DOORS SWINGING single Ite EXT. DOOR 2020 FBCR 12/31/2022 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 1Z/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 30477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 1Z/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 1Z/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/32/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310-RZ TKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 FL 15272.2 R5 ALSIDE ALUANCE'T4' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/28/2022 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003326 i I MEN 04 B{ o Li 4 .l 3 sumwv. a, ABBOTT PARK LOT #13 BLK #14 PHASE 4C pmau=f 04181.04C-13141 Imes a 4EBB "1828-CALI" OASAOs NIMIK s LEFT PAOst PRODUCT APPROVAL LISTING 160 MPH EXP. C 02/OB/22 MAIM 1/4"=1'-0" D3 PIiFFOWTiD CONIIROL JOM RAN(AE Q COMROL JOINTS 1 BE WIRED TIED TO LATH R 1O.C. MAX (VERTJ. bk= DO NOT FASTEN CONTROL JOINT TO UMALL EVEN IF STIR EXISTS BEYOND EXCEPT STAPLES W %. LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURNG INSTALLATION —� PASTE/ERS TO BB SPACED-7 E T' Or— MAX VERTICALLY / LATH SHALL NOT BE CONTIWJOUS e'i THROUGH CONTROL Y J�Nb3 COAT CEMENT TIOR URB LAYER O, POW04SER BUILDING PAPER APPROVED METAL LATH FASTENED *1' (VERTJ O.C. MAX AT OIPPORTS URRS LAYER -L STUCCO YRAP MOOD SFEATHNG PER ASTM tO1063� �— PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6' TO W FROM C4xinwL \ CONTROL JOINT FALLLS ON wHEN Nam, ASTEMEM FOR LATH TO BE NAILS OR D STRUCTURAL ST STAPLES IN COMPLIANCE W CI ASTM 063 T— _ 2. UW E TIES TO ISE (NO. 16) 00418' WIRE 3. BLOCKING SiidW MAY BS N ADDITION \ TO WALL STIRS REQUIRED PER PLAN O[FOLD--PT.A 0m zj::: I-," OL POW UNAPD . M.A 2.0r.Aw . M. D A CIOARR a M. C • • OPow . Th OL I'aD N6YO . M. A r. rHEAs . M. s roLv �r • OLPaD NWIO. M.A a arise . M. e 4 FOLD M. C ucE M. 6 TILL M. A TOYONRR OORa'N RLNIOR vVol r 0 IR01fOM K~ WATER TWM WAL Pan, Lr4 bw art. .W FLAM6Iti (.a iClh PtlTAII F7LTCpR R.A66/O AT ROMOM a le?OP r WY.L tM[RMReN1aIR MaT& APPROVED ISIULDNG IU AP SMALL = LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) s 6' • W=ZONTAL LAP& ALL OEM'b NEED TO BE TAPD TAPED WITH PORTBER SMATNING r nel. LAP . \ / 5C X X LATH VERTICAL LAP TO BE r n---r—n METAL LATH UM LAYER'1, STUCCO WRAP e• nW PAFER OW ONLY / UPID LAYER 4. FORTIPIBlR BUILDING PAPER 2 SCALlr I M2's l VERTICAL LATH & PAPER DETAIL NOTE, WOOD 81 EATI SIDE LAPS OF METAL PLASTER BASES SMALL BE SECURED TO BUILDI PRAMNG MEMBERS. PAPEP THEY SHALL BE TIED BETILEEN SUPPORTS WITH 0AT415-N (1.21-l" STU= U2RE AT INTERVALS NOT MORE THAN S' (22S-MMI AS PER ASTM C~. ® KICKOUT FOUR REPAIR OP TEARS DETAIL IN UPS LAYERS, TEARS MAY BE PATfP E WRAP TAPE rem M PER MAN SPEC, OR PEEL N STICK r,MM WAL (INND OR R� ow j' THICK 3 COAT CEFENT PLASTER METAL LATH UFA LAYER -2, FORTFBER BUILDING PAPER SLEATMNG WOOD SHEATHING OR CMU WREN LAYER 01, STUCCO WRAP (FRAME ONLY) 'J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER RO[]Fn11Al I 4r_ m Z w 5'X5' 'L' TYPE CONTINUOUS F Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) ry CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O'►.l s" FLASHING r fm CUT AND OVERLAP ONE SIDE O'—� SELF-ADHIP NO MEMBRANE ILASMNG STEP 61 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS X MIRED TO SECURE PIPE/ ERE TO FRAMING STEP 02 W.6' SELF -ADHERING MEMBRANE FLASMN6 [COMPATIBLE IW HOUSE URAP MATERIAL) OVER 4'.4' SELP-ADHERNG MEMDRATE FLASHING OVER APPROVED MOM WRAP. CUT AND OVERLAP LOE SIDE OF SELF -ADHERING MOMBRAti PLASHING URE LAYER 7. PORTPBER BUILDING PAPER METAL LATH 0'.6' SELF -ADHERING MEMBRANE R ASMNG OVER 41t4' SELF -ADHERING MEMBRANE PLASMNG OVER APPROVED HOLES WRAP. FUMING TO EXTEND ONTO PIPE 4SL4' SELF -ADHERING MEMBRANE PLASHING OVER APPROVED HOLM URRAP. R AYIW. TO EXTdD INTO PIPE W CONr. BEAD OP SEALANT INSTALL APPROVED MOJaEIEPAP AIR WLTRATIGN EARNER OVER MEATHNG SECTION Berbr Exterior use Of portlend cement per .hall comply with ft appiAb. regWrement. Of ASTM C 92618b. Inet.11aWn of axWrior Whirp and fmmrg .hall comply with ASTM C 106319., or ASTM 178T LEGEND DRAINAGE PLANE (WRB LATER #1, STUCCO WRAP) WRB LATER 02 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO -I WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-a47-14a, MIN. 2.5 LBS- PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407.774.4078 www.ebdesfgngroup.mm AA S: 0003325 iL tr IP vsDiv a LOT ABBOTT PARK LOT #13 BLK #14 PHASE 4C R OJZCT## 04181.04C-13141 MODELT 4EBB "1828-CALI" GAV40E 99WING: LEFT PAGZ: WALL ASSEMBLY DETAILS 160 MPH EXP. C L ai NO 90M A DATM 02/08/22 :CALI? 1/4"=1'-0" sFIEET WA1 BACKER ROD BACKER ROD WRB LAYER h, &n irv-n up,gp -INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, 6IDE(61 AND BOTTOM FLANGES OF NON -MOVABLE FRANK OF THE EXHAUST. SE22.:h C OF FLASHING TO BE: L BOTTOM, 2. SIDES. 3. TOP - VENT CAP 18 TO BE GET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT B TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDE& Yl CAULKING • JOINT ALL AROUND PER SECTION R703.7 EXierlor kOro and obdeft Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 92618b. Installation of exterior lathing and framing shall comply with ASTM C 108319a, or ASTM 1787. HOODED VENT J' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING © DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRS LATER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R-103.1.I / ASTM C-&4-1-14a, MIN. 2.5 LB$. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT . TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDINGS PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MAMA SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.S. ELEC. METEF VERIFY LO 27=/ ow rRCVCiYG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION —ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYSLEND FOAM �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARSER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOU6EWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT-PROvIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING LAYER h, STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH GONSTRJGTIONFINIJEM FASTEN TO WOOD STRUCTURAL M0 R • T' OL. MAX )61 To � LL 6' WIDE STRIP SELF ADHE61YE R.ASwN56 CLEAN MASONRY BCFORH APPLYING FINISH • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK URB LAYER M, STUCCO WRAP STEP *3 W UIIRB LAYER -1, STUCCO WRAP SELF-AD14ERNG MEMBRANE FLASHING WR5 LAYER 02, FORTIFIENER BUILDING PAPER STEP *4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP 06 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 m CID 81 �Q Qa B 5 � s, IP Jc LO OUDDIV. Teilil ABBOTT PARK LOT #13 BLK #14 PHASE 4C ROJECT* 04181.04C-13141 RODE&: 4EBB "1828- CALI" GARAGE EYING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ROL 44W& ASOUCHMMA I I AR NO 90M R02/08/22: 1/4-=1'-0- A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — 2 1/21/2' CORNER BEAD (FASTENER a SPACING o T' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD OP BLOCK 1441 N. RONALD REAOAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 J SUDDIV. Ac LO-MOT: ABBOTT PARK LOT #13 BLK #14 PHASE 4C P1tojmcT# 04181.04C-13141 "010MIA 4EBB "1828—CALI" GAItAGTZ BVnNG: LEFT 1PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C a 02/08/221/4"=1�_0"A3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 'f/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — IIIOOD CONSTNZTRCN N— eese" WOOD eNEAtwba BARRIER R I^!@818TW! \ IMAT ER �SI871VE i / \ '_J(�' X T Ya' LAP Dom / / � / \ R LF-AD'0W. uh REVEAL a `#LAbiIN6ADFlItlN6 E AI onRIER RESISTIVE STARTER STRIP IIEATWVR RESISTIVE \ \ MARRRIER R S' 9W-ADFERNG \ — GALV'D PETAL GALV'D hETA1 ' _ 'r FLA . �'Z' 14ASNM6 WOODS' TItlSS1lLA M / y X S' nlULATCCD � WDOD TRH dAP \� •i: / OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION 11100D SHEATMNG —,, � mTeN� RESISTIVE lEATHERRESISTIVEsAft" X TYa' LA on WARD A BATTEN FLA6WM LERN6—� STARTER STRIP—T/ WAR PIE TRIM PER ELEVATION ORfRING 761STWE RESRSTWE u71lRRNG / HARDIE TRIM PER ELEVATION \ / P WCALLWNS OR A GArN VED SEALA14T CASM SIDING TO STUCCO BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwZbditlgngroup.com AA #:0003325 Fi p� 8 k IA Kw W W E 0 avaaly a< I.oT: ABBOTT PARK LOT #13 BLK #14 PHASE 4C PROJZCTTp 04181.04C-13141 nEoasrr 4EBB "1828-CALI" GA %AGZ BVPINGT LEFT PAGM WALL ASSEMBLY DETAILS 160 MPH EXP. C D 'M 02/08/22 BCALZ: 1/4"=V-0" B*ECZT kk WA4 wo AYARAME SS'b IN THE VENTPRCPERLY VENT S O AND R- SHOWN IN <"GALVPNQED PIPE IS BALEDKEEPING ALIGNED. VENT PIPE I6 SEALED IF tRIPED. NAL N FINALE ED USING 1 NAILS AT EACH GINNER. T —ENT powywwAm SHINGLE EDGES NEAR THE BE EDGES SHOULD SE APPLIED T MOUND IFRAS CUTER EDGE AND AROUND THEENTIRECOASTAL NEOPRENE BOOT SH CUTATH THE GS-TSENEGKVENTGLENMGNGEWRTF SHEATHING.SIZE THEOPENING IN ACCOICANCE RECCMMENDEDMSEVERE WEATHER COLSLAL CONSTRUCTIONZONES TFANE CHART SHOWN. M THE EVENT A MECHANICAL VENT FAN N USED, SQE THE VEIN OPENING IN ACCORDANCE WITH VENT FAN MANUFACTURES RRNG CCNNECTIGN < INSDO CTIINS NCT. DO NOTCUT NTOTRUSSES OR RAFTERS VMEN CUTTINGTHE I < OPENINGIN THE ROOF. ~ --IF REF�WER NTERFINGSHMGLENAESAROUNDTHE PERIMETER OF THE OPENNG SOTHATTHE NALNGFVJJIE I �I ` OF THE VENT LAYS FLAT TO THE I—SHEATHNG SLOE THE ASPHALTPLAv CEMENT TIP AND 610E NAJ ES CF THE VENT UP AND UNDER SHINGLES. ALLOW THE BOrtOM VENTFLWCESTOLAY IN —III. I �o MCIDED AROUND BASE CF PPE AND O RFIANCE THE TOP OF THE SHINGLES. ROOF HOOD VENT DETAIL CUTT HORESRI AT N'ANGLI MODIFIED 9' CUT INDIFIEISIAP I I 1 LIE OF O"'N""IS"O"' 1 \ , OVER *NWATHNG OVER uD STUD HALL - STEP 1 NTALL S'- SEL.F•ADNS 104 FLASHKS OVER NAILING FLANGE JAMS DREG I'1G MN !\ IF BELOW BELOW NLL FLENOI.e FLA,S/SNo DO NOT SEAL BOTTOM FIX STEP 6 TE'FORA)SLY FOLD -UP A SEC HOUBEUUP (O TUCK FLAP UNO Al HEAD FOLD HONRlN I AT JAMBS I SLOPE SILL R INSTALL S'- SELF-ADIRR IS FLAWM Oven VNYL HEAD PLASHING (WITH I DAMW NAILING FLANS, INSTALL VNTL OAP ALRN FLASHM W W. EDGE OF SILL Ra MECHANICALLY FASTEN F.YSlD CDaft (CAP WWI, STAPLED) INSTALL DUPONT PLRX P AS n FLAGHM AT TNP FOLD PCUSEIUEIIP CC" . TAPS DIAGONAL pR X ADNIOM HEAD LP PLUMBING VENT DETAILS iEzm—N—lf— INSTALL i' ISDE AC44UNVE - BAOCED FLEXIBLE PLASHIM MIAM IY- OVER DRIP CAP JOWr rPR7Pect0•ERAP ST.2oN1 Q SQUIVI STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS 36" WIDE VALLEYFLASHMG lO FASTNERS WITHIN SM OR HEAVER FELT SL CENTERINE ENDROF 6�HNTM.1�E6 N UNDERPAYMENT E%TEND END SHING{E ASRVALT I AT LEAST I2'BEYIND ROOFING V EYCE—UVE CEMENT ' "C"IRA I � _ GINNER qT 45 DECREES SHINGLES TRIMMED7BACK ' FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE: NTS APPLY ON WU (O E-1 )SEALANTX WIDOW/Cm JOINT. FLAB APPLIED FLASHING, (LA CA MTE•SEAL MC•84 OR BOUAL) SLOPE SILL TO EN wm IT 16 THE CONTACTOR! RISPONN66TY To VIMPT' THE CO'IPATIBILITY OF ALL PRODUCTS PICLUDM HOUSE~. SIALANn A OW-AD$MR1G FLASNNIS MATERALS USED DURING CONSTRICTION. . WALL ALL MATERIALS PER MANPACIURER6 MFETTEN SPECIFICATIONS SEALANTS MAY REACT ADVERSELY P NOT DO�ATIIIIIJIIL EAN AND SEAL JAMB TO SILL JOINTS WITH W 1"FOLLOWING COPMVION OF RIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL DE rME" NTED AT ALL WINDOWS WITH EvIDENGE OF WATER INTRUSION BELOW THE WINDOW OPENING AL 1JTERIOR PERIHETER OFIN WDOW WS'TN AILANT 1Iwo L IT 18L THE CONTACTORS RESPCMMLTY TO VERIFY THE COITATIBILRY OF ALL PRODUCTS 04CLUONG SEALANTS / SeLF-ADHPRNG R-46WNM MATERIALS USED DURING CONSTRUCTION. 2. FLANIMMG AT ERERIOR WIDOMR AND DOOR OP%NNGS SHALL BE INSTALLED N ACCORDANCE WITH MAN FACTUISRT INSTALLATION INSTRUCTIOND AND APPROVED MTNOD U OF FED *VIA U N ACCOMANCE USTH FENESTRATION MANLPACTUP12" INSTALLATION AND FLAMING IIEneIDTIONI W9@lE�. SEALANTS MAT REACT ADVBISELY P NOT coMPatIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, FITS 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 ww W.abdesigngroup.om AA #: 0003325 Ai 9 BVHDIV. do Lo ABBOTT PARK LOT #13 BLK #14 PHASE 4C PllojzcT* 04181.04C-13141 moaalA 4EBB "1828-CALI" C.Alt"Z EWIN G: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C AROWMCTI STATE OF FL,"A SEES DATA. 02/OB/22 EC.%Lm 1/4-:7-0" iMEET WA5 —2x6 SUB-BANt) W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE 'I/S' TEXTURED FINISH is WOOD 1/2' TEXTURED FINISH * CMU METAL FASCIA WRAP I\ I\ I\ 1 1 I 1 2X6 SU6 1 1 / 1 METAL FASCIA \ WRAP Ya' FROM 1 i STUCCO, I' FROM 11 WOOD WALL \\ ` --EXTERIOR WALL (FRAME OR CMU) I\\ `. NOTE: NOTCH FOR 2X6 \ \ SUB BAND ONLY T—r ®ELEVATION gFLAN ,A ©FLAN 8 c—ROOF KICK OUT REMOVED \i FOR CLARITY 1 ROOF DECK (BEYOND) ` DRIP EDGE, 1' OFF WALL (NOT INTO STUCCO) TEXTURED FINISH e / WOOD, 1/2' TEXTURED FINISH * CMU '— 2x6 SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 1/V TEXTURED FINISH • WOOD, IQ' TEXTURED FINISH • CM! METAL LATH WOOD SHEATWK* opt cm UPS LAYER 9, STUCCO WRAP(FRAME ONLY) MW LAYER 02, FORTIFISER BUILDMG PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-S' O.G. MAX. 2x SUB -BAND W/114'x4 NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) / x x x x x x x x x x x x x x x x x x x x x x x x x x x x �Z. -x i SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W_/KIC K—OUT �ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. i/4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/l�'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH O END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeel,gngroup.com AA #: 0003325 c ghF Q Lt IL g i ll C I]p SUDDIV. ag LOT:ABBOTT PARK LOT #13 BLK #14 PHASE 4C RGJECTa( 04181.04C-13141 wooEr.A 4EBB "1828—CALI" GARAGE DWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C IWO 39'-8" 28'-8" 3'-4„ 15'-10" 9'-6" 9'-8" '-4" 3'1" 36'-2" D TOP OF SLAB 00 1A 1 — — FM-12X12 r`"— — — — — FM-12X18 `\ \`, ro ffiLL 4"CONC. b F 'I SLAB O LL I W `r \ \ F-24X24� rn a 3 1 /2" u 10 \ EXTEND FM-12X18 to 1 ` 4"PVC ,CHASE SLAB 1 1/2" \ `` \\1\ L'T' • I OP TOF \ SLAB \ .I \ • L— — — — TE1 I *5 112" I I 4" I17'-8" 2'-8" 30 5 1.1 I I� EXTEND 2 1A SIM. SLAB V2" 1.1 m FM-12X18 m )� 4" CONC. i N law SLAB 3.-5„ 1/2" oa. I lgL �y -3 vr• I 1A Bc IM. 1.1 t.t 1 1A 1 MC-12X18 --- FM-12X18 -- FMC-12X18 — a M a 1.1 FM•72X1. L------ t.t J a .t Z-8" 18'-0" 2'-8" 4'-4" 3'•10" 10'-2" 14'-0" 2V.4" 39'-W FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1!2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING- S. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED MATH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.111INDICATES #5 BAR, UNDICATES #6 BAR, EDICATES #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 ALLALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING CrOP 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 402A302-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Pm - 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 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 THICKNESS REINF. REMARKS 6,11 WIAIW1.4 OVER GENERAL 3 12" 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 10' - () #5's FM-12X12 12' CONTINUOUS 12' - (2)#5% FM-1208 12, CONTINUOUS 19, - (2)#5% FMC-1208 12" CONTINUOUS 19, - (2)#5% - VARIES F-24x24 24, 24" IT (2) #F. (2) #55 (-)0'-0" FOUNDATION PLAN SCALE: 1/4" = V-0" Vi N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWigroup.com AA #: 0003325 a 9MEN. & LOT. ABBOTT PARK LOT #13 BLK #14 PHASE 4C P1tOJECTo 04181.04C-13141 MODE24 4EBB "1828-CALI" GARAGE sMIIJG: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C R 02/08/22 /4"=1'-0"1 MIN EACH WAY MONOLITHIC FOOTING 7- � STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED • — ° �• • .e CELL SEE PLAN FOR SIZE AND S CELL SEE PLAN FOR SIZE AND .. D . • � SPACING REQUIREMENTS d � SPACING REQUIREMENTS �• 6 a _ ,e,_ 1 GARAGE DOOR y� 'r{—'�' ,. • RECESS y ff FM •, y 8" CMU WALL b 8" CMU WALL • CORNER BARS, SAME SIZE AS LARGER BAR r 'LEG u� 0 IN FOUNDATIOTH 3aEACH 1 N WI TOP OF SLAB WAY A7 ALL CHANGES IN DIRECTIONS I ... SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB — .--.r-.. • MATCH AMOUNT OF CONTINUOUS BARS I • I�' URB FOR i ° SEE SLAB SCHEDULE - VA IES SEE SLAB SCHEDULE TOP OF GARAGE sUAW . I If CONTINUOUS STEEL MONOLITHIC MASONRY UNITS SET BAR SIZE 48 BAR DIAL EXT. PORCH SLAB 4" CHAMFER (1STORY) A'.,• FOOTING REINFORCEMENT SEE SCHEDULE �b, AT ELEV. W/ 1/2" ISOLATIOI4 8" CHAMFER (2-STORY) #3 1B' JOINT (WHERE • • #4 24' EXT. PORCH SLABCHAMFER (I -STORY) W/ 1/2" ISOLATIONCHAMFER (2-STORY) APPLICABLE) sEE scHEaAE z #5 3a' JOINT(MERE E SCHEIX E WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FORW BAR SIZE #6 36' APPLICABLE) )Yw,a, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST SBAROUAN IW h NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 2 CORNER BARS DETAIL DOOR OPENING scALE:34'=r-a' scALE:34"=r-a' @ GARAGE 3 4 SCALE: (1) #5 REBAR VERTICALLY W/ CONC. 9 POURED CELL 8" CMU `ag 7 #4 REBAR @24" 0, C @ CENTER OF LAP PLATE A MIN. OF 48' $ SLAB AND NAIL W! 18d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT S z_ rc LAP TO OCCUR OVER STUD OF WALL W/ PLAN a s� v0 NEW REINF. BAR 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/SVP No 2 STUDS SEE PLANS FOR W i SECURED Wl 2- PART SPACING. SINGLE BTM. PLATE SECURE BT. PLATE TO SLAB W • . a• 2" CAPPED EPDXY. MIN. EMBED I TO BE PT. PROVIDE DBL. TOP 1/2"x9" WEDGE ANCHOR W/ 2' 4 $ 8 % UNO PLATE WASHER SET IN HIGH STRENGTH H . I 4" CONC., REINF. W/ GALVANIZED PIPE M Y 5-1/2" EMBED. MIN. i6" W VN6" #10 WWM ON W/FLANGE BASE �� SPECOIFICATIO^NS FOR SIMPSON SPH4 OR SPH6 6-MIL POLY ETHYLENE i USE AND I BTM AND 70P PLATE " VAPOR BARRIER ON 4 $ PREPARATION OFjr YI B • I•I 1`P WELL -COMPACTED g r HOLE. COMMON NAILS FILL ALL ... CLEAN FILL TERMITE HOLES, DO NOT USE 10d y ij , TREATMENT SHALL BE SECURE FLANGE TO x 3 SLAB SCHEDULE a BORA-CARE SLAB W/(4) 1/4" X 2 1/4" o !j ~, TAPCONS 01 PO (2) CONT. #4 REBAR .P� [SEE } 0 TOP OF SLAB F c 4" CHAMFER II-STORY) (2) #5 REAR ON CHAIRS 6" CHAMFER (2-STORY) 2,000 PST VIRGIN SOIL OR BS%• 12" MIN. DEPTH INTO rc VIRGIN OR ENGINEERED SOIL Y COMPACTEDSOIL a : �.• SLAB HEIGHT LESS THAN 3'8" PERFUN Ea. EQ. SEE SCHEn FOR SIW EXTERIOR MONO DEEP ADDING BAR TO AIR WA Nfi AW BSAR tt FOOTING W/ BLOCK WALL IF\ SCALE: 3/4"=1'-a' F BOLLARD SCALE (� MONOLITHIC FOUNDATION " SCALE: 3/4"=T-0" . INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4''=1'-a' (W/ UPLIFT) 3l4"=1'-a' 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" STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W! PLAN AND NAIL W! t6d COMMON VERIFY HEIGHT CELL SEE PLAN FOR SIZEAND 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING NAILS, 2-ROWS, 4"O/C BTM. LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS WALL W/ SVP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT, WALL W/ SYP No 2 STUDS SEE z 2 _ PROVIDE DBL. TOP PLATE SECURE ST. PLATETO PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO 6 SLAB W/10d MASONRY PROVIDE DBL. TOP PLATE SLAB W/1 Od MASONRY NAIL NAIL 12" O/C STAGGERED. 12" O/C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL •+ CONNECTORS NOT CONNECTORS NOT 8" CMU WALL REQUIRED WHEN NO REQUIRED WHEN NO POURED LINTEL CONT. (TYP.) UPLIFT IS PRESENT. UPLIFT IS PRESENT. Y +-0'-0","•�� Is 8" CMU FILLED CELL(TYP.) b I�' TOP OF ��� •—" SEE SLAB SCHEDULE 2X WALL FRAMING SEE BLAB SCHEDULE SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" TOP OF SLAB Y MINIMUM EMBEDMENT INTO GROUTED CELL, 4' FROM ENDS AND TOP OF SLAB . e• "ISOLATED" COLUMN PAD • -. a . ER WALL AND b 18" O.C. VERTICALLY MAX • —o • POURED MONO POURED MONOLITHICALLYWITH a '•.' T— �— FOUNDATION AND SLAB . .A:•�.• ,� ..4 SEE EIXLE SEE SC BARS ' BAR SUE BARS FOR WQI, BAR SIZE �/ AMFZ' BAR WANlItt AM BAR EO. EQ. SEE SCNEIXAE C AND BAR C.WNfItt ,AL FOR I , BAR SIZE AWSARWANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO ��INTERIOR CURB FOUNDATION WOOD WALL n INTERIOR FOUNDATION WOOD WALL 9 SCALE: 3/4"=1'-a' (NO UPLIFT) 10 FOOTING AND COL. PAD SCALE: 3/4"=1'-a' 11 BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" SCALE: 3/4"=V-a' (NO UPLIFT) d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.ebdesigngroup.mm AA #: 0003325 m� i Z FID m Fii S O SUIRDIV. & LAT ABBOTT PARK LOT #13 BLK #14 PHASE 4CC7 PLlOJSTN 04181.04C-13141 MODMIA 4EBB "1828-CALI" GARAGZ SVnN :: LEFT PACTS: DETAILS 160 MPH EXP. C r_ Ra" X ABOJIMA A L AR NO 93723 A DA 02/08/22 MCAL•S: 1/4"=1'-0" wltSST S1.1A DOWEL PLAN SCALE: 1/4" = 1'-0" I N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407.7746078 FAX: 407-774.4078 w .abdwigngroup.wm AA #: 0003325 a i rQ Itl S 4 �o a$ MMT ABBOTT PARK LOT #13 BLK #14 PHASE 4C 11plFtoj=T# 04181.04C-13141 MODMIA 4EBB "1828—CALI" GARAGE SVnNG: LEFT PACE: DOWEL PLAN 160 MPH EXP. C IJ DA� 02/08/22 scALE: 1/4"=1'-0" sI;EET s1.2 Mi m® TIE VERTICAL REBAR TO HORIZONTAL REBAR W/IV'HOOK GROUTED BOND BEAM .L VARIES CLEAN OUT REQUIRED FOR INSPECTION +� ', :•' 1 TIE 'VERTICAL REBAR .. �.� o • TO HORIZONTAL a.g REBAR W/ta'HOOK BAR SIZE 148 BAR DIA #3 18" #4 24" #5 #6 3a' 36' HORIZONTAUVERTICAL #7 4z' REINFORCING � EXT. PORCH SLAB W/ ,/2' ISOLATION JOINT (NMERE APPLICABLE) 6" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND g SPACING REQUIREMENTS `4 YES b i g 8" CMU WALL SEE SLAB SCHEDULE L-i—� 4" CHAMFER (1STORV) F�:: 6" CHAMFER (2STORV) i z MATCH STEEL 9! REINFORCEMENT H PER SCHEDULE \_ SEE SIZE FOR wM, BAR BM SIZE nro eaR WAMIIY TOP OF SLAB T BAR SIZE 48 BAR DIA ! w #3 1 18" #4 24" #5 #6 31, 36, #7 42' PVC CHASE THRU FOOTING 4 SCALE:3l4"=,'-a' JG REINFORCEMENT PER SCHEDULE #5 BARS i. a I CMU UNIT DIMENSIONS B ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.sbdesigngroup.mm AA #: 0003325 b CCCO m u7 � SQ�' Ip tMDIV. & LOTABBOTT PARK LOT #13 BLK #14 PHASE 4C ROJECT# 04181.04C-13141 MODMZA 4EBB "1828-CALI" GARAGE 8WMG, LEFT 1 PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W (9)10d x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" 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. 8. 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. UNTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .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 / 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 ( I) 81 W-H REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8xe (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 8F18 MIN. 1TAM/18 -" -• -. �.. _u ,. 1T-4 BTM. OF LINTEL 0 T-O- ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" - 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwsbdesigngroup.eoIn L AA #: 0003325 A 1 4 6 IP BUDDIV. & MABBOTT PARK LOT #13 BLK #14 PHASE 4C IIOJSCTN 04181.04C-13141 MOaMIU 4EBB "1828-CALI" GARAGa SWING: LEFT PwGM LIFT BEAM PLAN AND NOTES 160 MPH EXP. C PRINT awTM 02/08/22 Scwrza:1/4"=1'-0" s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK — 30' TYPICAL 05 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1' 0' �4 PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. 9 pP NOTES TO THE INSPECTOR/CONTRACTOR 1. 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 WALL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAYBE SPECIFIED 80 THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. 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, LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. 0p01 " F = FILLED W/ GROUT U = UNFILLED NOMINAL //��# OF #5'S, IN 2ND BOND WIDTH � BEAM COURSE 7 NOMINAL--- a T/1 1 HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THATXFXX-1T/1Mn8 INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM AND XFXX-1TIOWO13 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX- ITM MA18INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST 43 '1M" WINDOW SILL Z m SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1-=l 41 TYP. BEAM E8N8" b �t#5 BEAM BOND 1#5 TYP. VN16" b BOND BEAM 9_1#5 8x16 DBL. BOND TOP OF BEAM W/(1)#5 BAR BONDBEAM EACH COURSE 8x8 BOND BEAMT W/(1)#5 BAR GROUT SOLID FROMTO LINTEL TO TOP OF BONDOF OPENING BEAM, IF FILLED LINTEL SEE NOTE 5 8x8 PRE -CAST CONCRET LINTEL W/ (i) #5 BAR (L2) LENGTH OF BAR = WIDTMASONRY OPENING-2'BEAM DESIGNATION OR8x8 PRE -CAST CONCRETLINTEL, W/O STEEL(L1) TO PLAN FOR LOCATION PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2X6 (MIN 2 X 3) 23116 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, MIN1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 TAP ON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2- SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4° MIN. 2-12d PER BILK. EA END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAILS 5 SINGLE 05 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PRATOVH SIDE IDE #5 BAR STEEL REINF. OF OF EACELEVATION BOND.BEAM rueurc CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 wwwsbdeeigngmup.wm AA S: 0003325 a sUDDIV. & LOT ABBOTT PARK LOT #13 BLK #14 PHASE 4C PAOJECTO 04181.04C-13141 MODELt 4EBB "1828-CALI" GARAGE BVnNGt LEFT PAGE: DETAILS %160 MPH EXP. C DA M 02/08/22 sCALE: 1/4"-1•-0" slim= s2.1A "LOTT4S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 816-0B 6-tr TT 1T/08 1TAB -1T TYPE LENGTH PLAIN SOLID TYPE LENGTH 8181T ene 1r ario tr en4 tt 6ae tr �32-tr B�B-1B 8.1Tn 1rn ttns 1Tn 1Tn 818,2T 8/16-2T 812W VA-2T 8126-217 8132.2T 3'-0' PRECAST 1438 952 3114 4217 5321 6426 ml 3'-8" PRECAST 689 1024 3'-0" PRECAST 1569 3524 4394 6'1B3 0132 7001 2465 6113 am 7708 9D81 10000 150 304 4394 5263 6132 70DI 4'-0" PRECAST 1085 700 2305 3125 3945 4765 5507 4'-0" PRECAST 514 763 4'-0' PRECAST 1363 3000 38% 45M 5325 ODTO 1961 6113 7192 8524 T827 $751 1303 300D 3815 4670 5W5 $079 4'4" PRECAST 819 533 1770 2400 300 3e68 4300 'v-r PRECAST 398 591 4'-8' PRECAST 12DT 202 3375 4043 4711 5379 1826 5748 7647 675E 6541 7565 1207 2T0T 3375 4043 4711 5878 5' 4' PRECAST 931 1247 1999 2ee0 3123 3m 4249 6' 4" PRECAST 411 411 5'-4• PRECAST 1016 IBM 2374 2944 3613 4054 1319 4400 7198 7342 5700 625e 1016 2276 2838 3309 3061 Z—u 5-10' PRECAST 817 1024 1631 290 2549 3009 $470 5-10" PRECAST 340 339 5'-10• PRECAST 909 1490 19F1 2443 2015 3397 ltal 3e93 SB77 ease 0548 5776 m 2 2M 3107 3620 4133 V-8' PRECAST 892 1130 3227 3031 3707 4383 5061 8'-8" PRECAST 410 721 8'-8' PRECAST We 1201 1678 INS 2332 2709 1139 9227 4698 7064 10000 Baas 835 lees 2929 2790 3251 3712 T-8' PRECAST 570 936 2496 22D5 2898 3191 36M T-w PRECAST 303 534 T$' PRECAST 718 900 1181 140 1743 �5 938 24M 3408 4884 TOOT 8472 727 1624 2026 2426 2827 322e 9'�4' PRECAST 428 833 1s93 2204 2481 2818 2B21 9�' PRECAST 192 384 9'�' PRECAST 454 ON 707 048 1120 1310 839 1674 2296 3061 4099 4899 sn 1318 1643 1989 2154 2510 10 8• PRECAST 388 467 1247 1767 1904 2163 2028 10 6" PRECAST 151 301 10'-0' PRECAST 356 468 012 755 899 1042 s0 1407 1897 2781 3222 3764 e04 1180 1472 1T63 1710 1989 11'�' PRECAST 330 544 1312 1742 2252 2866 300 11' 4' PRECAST 132 417 11'-4' PRECAST 430 406 630 663 77T B72 64/ 1912 1742 2252 2868 3662 488 1042 1372 1813 1470 1710 12'-0' PRECAST 306 507 1210 1590 2D48 25M 3191 12'-0' PRECAST 111 370 12'-0° PRECAST 383 sea 478 58T Bee 783 607 1210 160 2048 26a8 3171 440 940 1300 1580 1814 1476 13'�" PRECAST 270 433 1046 1305 1T82 2157 2596 13'-4" PRECAST 82 298 13'-4' PRECAST 308 303 303 484 676 646 414 1046 1385 1732 MIS2806 s6 780 1057 1312 1071 1203 14'-0' PRECAST 254 308 978 1272 1808 1988 2279 Iw4r PRECAST 71 293 14'-0' PRECAST 279 27B 300 443 On 809 300 976 1272 IWO 1960 2380 378 717 901 1122 976 1133 14'-W PRESTRESSED N.R. NR 2 NR NR 14,-8" PRESTRESSED N.R. 283 W4r PRESTRESSED 608 23 746 NO 46 458 1079 1429 8 1824 2277 2772 246 218 663 883 960 1297 1474 1715 1514' PRESTRESSED N.R. NR NR NR NR NR NR IT-4" PRESTRESSED N.R. 252 164, PRESTRESSED 4 224 397 464 574 064 798 412 1014 1340 1703 2118 2513 230 ale 90s 1134 1363 1572 1T�' PRESTRESSED N.R. NR NR NR NR NR NR 1T-4• PRESTRESSED N.R. 183 1T-4" PRESTRESSED is? 326 385 451 587 690 300 1121 1413 1789 2D47 192 ON 720 S01 1136 1312 19'-4' PRESTRESSED N.R. NR NR NR NR NR NR 194" PRESTRESSED N.R. 148 19 4" PRESTRESSED 182 256 340 430 513 595 236 736 969 7200 1467 1716 18e 429 829 80.9 960 1098 21'-4• PRESTRESSED N.R. NR NR NR NR NR 21,4" PRESTRESSED N.R. 125 21'-4' PRESTRESSED 142 219 308 391 464 527 180 On 833 1038 lies 1468 142 373 W7 SOD Ole 943 2Z-W PRESTRESSED N.R. NR NR NR NR NR NR 2Z-W PRESTRESSED N.R. 118 2Z-W PRESTRESSED 137 228 200 NO 426 497 ISO 550 794 992 1203 1381 137 356 613 BW 779 900 24'-0" PRESTRESSED N.R. NR N2 NR NR NR NR 24'-0' PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 802 300 418 129 460 064 824 1014 1147 124 319 1 456 1 581 687 1 793 - ALL VALUES TAKEN AS THE AND CASTCRETE MAY 2015 ALL PRECAST PRODUCTS LESSER EDITION. ARE TO FROM BE INSTALLED "SAFE LOAD TABLES" PER MANUFACTURES BY QUALITY SPECIFICATIONS 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PROVIDE PRODUCTS BY OTHERS TO MINIMUM 4" OF BEARING PAST MEET OR EACH EXCEED SIDE OF VALUES STATED WINDOW OPENING ABOVE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 Www.abde lgngmup.wm AA#: 0003325, fa a SURD:v a IAT ABBOTT PARK LOT #13 BLK #14 PHASE 4C P1tIOJECT:81 04181.04C-13141 8[ODEis 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ROLAND A ABOUCHAM L AR NO 9� DRATE:E: twT 02/08/22 sCA - 1/4"=V-0" 8iiEET S2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/ (9)10d x 1 12" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 112" HOG 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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES, 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALLTRUSS TO TRUSS CONNECTIONS. 4, AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24' O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)16d COMMON NAILS & SECURE TO BM. W/ Y� SIMPSON LTA2 USED TO BRACE TOP OF WALL. CJ1 c CJ3 CJ5 to t - - - - , ■ �. 13; ATTACH I ��I 1 1 1 1 1 1 1 Ir .1 1 1' 1 1 � 1 /\�� /"■ICI■►it A r* , FRAMING PLAN SCALE: 1/4" = V-0" CJ1 CJ3 CJ5 to 3.1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.eom AA #: 0003325 A W II C a a Ioil S 1pU1017. & L�ABBOTT PARK LOT #13 BLK #14 PHASE4CmojwT# 04181.04C-13141 MCDZIe 4EBB "1828—CALI" GARAGM 8WING: LEFT PAOX: FRAMING PLAN 160 MPH EXP. C ROLMD A. ABOWNYM L AR NO A4 ]PRINT DATM 02/06/22 scA=.- 1/4"=1'-0" sNIZZIT s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d X i �' NAILS 70 TRUSS .B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d X 1 ?'NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(I) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1W X 3 �' NAILS TO GIRDERAND (2)SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 ?' NAILS TO GIRDER i 1 x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/(3)16d GALV. COMMON NAILS. tx2 SECURED W/ 10d GALV. COMMON NAILS / 17, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 7' x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U: 1810 LES, L:770 LBS (1 PLY) 8 ALLOWABLE UPLIFT = J2365 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) SCALE:34"=1'-0' SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. ADDITIONAL METAL CONNECTORSNOT REQUIRED WHEN NO UPLIFT IS PRESENT. 3/4" T & G SUBFLOOR GLUEDAND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 10 HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W/(2) 16d TOENAILS DOUBLE TOP PLATE ENGINEERED WOOD TRUSSES a 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 ?'NAILS TO GIRDER. PROVIDES" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR - PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE APT SYP #27'x4", 6", 8" x 4'-0" MAY BE ADDED WI 10d NAILS, 2 ROM, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) e' x 5" TITEN HD TO CMU AND (12) BIDS 1.x2� TO GIRDER S-(1) SIMPSON FGTR GIRDER TIEDOWNWITH (2) �' x 5" TITEN HD TO CMU AND (18) BOB }" x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS MATH 2x SECURED W/ (3) 16d (2)? x 57ITEN HD TO CMU AND (18) SOS }' x 3" GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GA . COMMON NAILS ENSURE THAT CELLS ARE GROUTED BEAM 17' O/C CHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LSS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LSS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2� GIRDER CONNECTOR(S) SCALE: 3/4"=l'-0' LSTA12 20 GAUGE W/ 10dx1/2 HOG NAILS EACH END. TOTAL OF 10 FLOOR GIRDER ITT4 W/ 5/8" A.B. WITH AIN. 7" EMBEDMENT I T TO SLAB 8 (18)18d x 2x4 OR 24 WOOD BEARING 2-1/2" NAILS TO POST. ('1 WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12"GYP. WL. BD. I • � -, °. d ° '• e FLOOR TRUSS CONNECTION L.B.W. 4 SDALE 34"" ° (NO UPLIFT) NOTCH DEPTH 114-D HOLE EDGE>5/8" HOLE DIAMETER 2Ai'D SGL. STUD OUTER 1/3 OF SPAN ONLY HOLE EDGE>5/8' 011 BTM. HOLE DIAMETER PLATE <.1 D.L. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: GIRDER/WOOD POST CONNECTIONS 5 Vr MM (WI1X4) OR tO�p MAX (W12X4) x # 1100 UPLIFT SIMPSON - HTSM20 WlI0I0d TO TRUSS AND (4) 114" x 2 1/4' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 1W TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7' COVER & 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR ix4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM, CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING6-U'O/C END WALL OR OTHER MAX., OR 20 BTM. CHORD BRACING END TYPE CONDITION, IF 10*4' O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING _ 6 SCALE: 3l4"=1'-0' (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d 0 EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) W BRACE 30--1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END, 2' WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS —� STIFFBACK (ASPER—� TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO ELK W/ 12" DIA. ANCHOR BOLT W/7 WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT37'OC MAX SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's 8' O.C. MAX CONT. 2x4 SECURED W/ (2) 10d's a EACH TRUSS TO BE INSTALLED a IV-0" O.C. MAX BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS scAULe 3/4'=r-a' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fi AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 avHDiv & LM ABBOTT PARK LOT #13 BLK #14 PHASE 4C PROJECT# 04181.04C-13141 MODEL, 4EBB "1828—CALI" GARAGE SWING, LEFT PAGE: DETAILS 160 MPH EXP. C PRINT 02/08/22 DATE SCALE: 1/4"=1'-0" W*InZ7 S3.1A NAIL SHEATHING TO LADDER EDGE PER SCHEDULE 2X4 LADDER AT 16'01C (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d EA. TRUSS(DIAG. BRACE TO — COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X' BRACE 2x SUB437W0 30'-1" TO 60'-0 (3) W BRACE PRE-ENG GABLE TRUSS — (1)"X"BRACE QCENTER STIFFBACKATALL —^ (2) W' BRACE DIVIDED EQUALLY UPRIGHTS OVER 4'AOI' HIGH FROM CENTER TO END. (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/(3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C 2X4 CONT LADDER EDGE W/(2) 16d NAILS 8" O'C TO TOP CHORD OF TRUSS - CONNECTION PER\RUN TRUSSFGENGINEERED WOOD TRUSSES 0 24" O/C,SUBMIT SHOP DRAWINGSFOR REVIEW CONT. 2x4 RAT AND APPROVAL SECURED W/ (2)12d's MASONRY BOND BEAM -- EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE: 3/4"=V-0' PRE-ENGINEERED 2 VALLEY TRUSS CONNECTION SCALE: N.T.S. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0"O.C. (AT 8 PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX SECURE GABLE TO 2,8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10L's Q EACH TRUSS TO BE INSTALLED 010'-U' O.C. MAX GABLE END BRACING W/ PRE-ENG OGABLE TRUSS @ CMU WALL 8 SCALE: 314"=V-0' •1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 .Abdaskpgroup.dom AA 8: 0003325 A ieQ1 � II 6 ��Qj MN ABBOTT PARK LOT #13 BLK #14 PHASE 4C PROJECT* 04181.04C-13141 HoaEL: 4EBB "1828-CALI" GARAGE 8WINGt LEFT PAGE: DETAILS 160 MPH EXP. C IPRirrr 02/08/22 GATE SCALE: sMEET s3.1B 11 i sAsu= ern +I`—� ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52,70 PSF (62.70) ZONES = eDSO PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69,80 PSF (79,80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83,80 PSF (93,00) ZONE 2r = 69.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT: -A 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF USE MIN 19W'STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4MG).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 04"0.0. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4'OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH CIA TENSILE STIR. SHANK ASTM 10d RING SHANK 2 10 0.131 F1667 S REND HANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK, 71-667 SCREW SHANK 8d RING SHANK PNEUMATIC 23/S' 0,113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILSAT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6'O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL ZONE 1: 10d NAILS G 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 .- ea To aeono"aas �a oc .- - i3 8 �o rcA 8 RAFTER TRUSS ROOF SHEATHING � ■mm mmwor►II 1111 ommmmm, 1111 . -mmmmmmito 11 BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1)ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W BLOCKING 0 18"O.C. IF NO DROPPED GABLE END, ATTACH Z14#2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END, ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE tOd RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING : (—.,-,.'DECK SCREWS ® 6'4" O.C. MAX 0 EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING \ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES; ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 314' STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AR ENTRAINED CONCRETE E%POSED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWNGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO DECH4MFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS BARRIER MEMBRANE PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRMEIROHRPLL SABSONCfiIXR11NF@EIMXCATED ON VAPORED PRAWNGB. CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER Fb - 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF COLDFORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS SEAMS LAPPED 6INCHET AND SE ELASTICITY - 1,4DO,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE 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: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, 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 EXCEPT WMRERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH AG 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION, -RECOMMENDED PRACTICE FOR CONCRETE FORMANORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WTH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. 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. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-0OWNS. WELDED W RE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE WOOD TRUSSES' THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WTH 2' CHAIRS SPACED T.O" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPEGFIC4TION5 FOR REQUIREMENTS AND SLAB-0NGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNEDAND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWNGS. DO NOT SCALE DRAW NGS. 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 A61SA615M 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 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION HORIZONTAL STANDARDS FOR METALRLATE-0PLATETRUSS CONSTRUCTION:, 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 ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METALRLATECONNECTED 20 psf TOP CHORD -noncom t REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD+ipn-cpncunsnt #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER DULL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36"x 38" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH 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 WTHANSI/ASCE 7 88: 1990. 15 pM TOP CHORD 20 psf TOP CHORD (7 psf W ASPHALT SHINGLES) (10 psf w/ No GVPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORD NG TO MANUFACTURER'S INSTRUCTIONS. 10 Pet STM CHORD 5 psf STM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WTH DEAD LOAD TO RESIST W NO UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED=10) MPH 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 FORBEARING (ASCE R2020) EXPOSURE C, RISK CATEGORY II) SU INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHTECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE STORAGE: UNINHABITABLEATTICWTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT TABLEATTICW AND STORAGE: 20ps( HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) WTH 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 AND DECKS: 40psf, GUARDS AND KANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHCLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BYA 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 WTH THE DESIGNING INTENT 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 BV THE TRUSS ENGINEER. COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TVO-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 BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WTH ASTM CbO, GRADE Nm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WHO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND GRASSING W LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED W THOUT REVIEW WLL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE S ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WTHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM G476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWSE 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 W A SLUMP OF W TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/1 THICK UNLESS OTHERWISE NOTED REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. 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 CONTRACTORS 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" STRUCTURALTERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESGNS WITH MSTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT, CONCRETE SUMP SOUL NOT IXCEED 5P4i-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SU1LL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CM94M OR ME-MRNG, NIXING, TRANSPORTING ETC, CONCRETE TICKETS SHALL BE ITMESTAWED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL HOT BE PLACED. IT SAL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR %AU. BEAS FOLLOWS A 3PFOR CONCRETE CAST AGAINST AND PERMANENTLY DFOSED TO EARTH(FOUDATIGNST B. FOR CONCRETE EXPOSED TO EARTH NNDURWEATHER 4.112PFOR #5 AND SMALLER 2PFOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31C FOR SLABS, WALLS AND JOISTS 1-12PFOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CM CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANCOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION STRUCTURAL STEEL SWILL BE ASTM A36/A36M Fy = 36 W FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A5OOM GRADE B F = 48 Imi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M 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 WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JAOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER a oc TAvmuewsarxrr a or ++rsseea,.°eroa- xTaocns " exaAssar+sxT aA-tye owl on /vz owl . CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS 11 —IG m— NOTO 1, STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2, FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE HIL71 X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS W DE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SW NG DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdmigngroup.com AA #: 0003325 A E IL i d E IPIR UDDIV. & LOT:ABBOTT PARK LOT #13 BLK #14 PHASE 4C OJ=T# 04181.04C-13141 moDSL: 4EBB "1828-CALI" GARAGE aii1MC;: LEFT PAGZ: DETAILS 160 MPH EXP. C DA 02/08/22 SCALE: 1/4"=1'-O" sir SN1 e KAYCAN LTA VINYL SOFFIT - SOLID AND VENTED WITH SINGLE SPANS INSTALLATION ANCHORAGE DETAILS �IS,4lSAA4 T ,It;aA(pyc'rN}NM,TffitOAW ONx:NEDMOp1Y.v wDNTR `� earM,•m iLoi�wawa ,a°0�,waTAK.Ime""� ,� DF4"1•:.Euwa�� Nwl «ees ,.,,au xlfemm.'rowERe rea*w . DAvm'`:v :i eR wAe°oi: wuhww-DDroraw]o•• DEpNMaREEWVI Nat RnTMD1ENM4,wsypaNEEi F.RE M$W ON,V }a,oTua NEiNxEEaAw sanNwo,f o,m w•. Ix •. � r Nn rr na N9M1¢N"I6tT£- > rcM� EEr.M4 CCaR+krD N]fNARElxeEDVafNhk!RC ,4xwnacNhervw'+e]DVCi *es+ap. n.,osn IRwP wla. aorta. e wwnlD"eR 'mEa+wa�RProEiR.MrE�fV2Tn�E >,NLL M AETEaNNt¢ ro IE DAwEEEof ,wDrTINOta Arc IgnnmaTl''tiR°nwcmz�rv1v0r°IkE�a�aau w��a �. AD3WK,.DAWOE tM0ta0A0VECritIrT,Mr 1 9EPIR¢.tIR WE]f1 K Y"Air�xma�oanilDxafVMCf nMMDN- W;11ECs k. PaTAWTOFIgf WfFRANPnCDMkwNEF14T, AA DO"MAaWTa. snmER Nsa. ATn ],M•Aagao oesww3s rwu r u,AR N INOEwIMiNE CUg1EM ®I1aN¢f TrEPLOMw IIEIDk,¢C,JOE '� REFiNwL,RxMEEgpTREEMN.RnGryRLRa T. rh.'YNprtallE TrNi gpwrk fapamEpETAR4 oFTHE quAN9 as¢u hane[xwo evray.Tul•erwuc"reD,Ncp,ecaoR Re9re+eAeaAwwimr EE uMLL¢ N fCCOR W.N:E wIM TNe awMNT PDII [N ¢_ a 1NLfLgIWAFWDNDCODE. apafrtrn,INEAtFANxC00Wk1CkYAwt,1LLCVUtNf ®1ROf•Of *IM IItlUW MAW CCOC /EIE pow„NTNEAIaa+E09DERi EGNEDKE W k1EET 4 a. ,kREWk4 1Rt, M,GRDtM1PN4 °WgIRE NI,ItOfiKNID*RMN kuMlf YREDT�,IAf0aM4A ED N0 aWM0EACpnOga NeMND �NNSPr:.naka AmkoD�r.. aaA w+cA,IkwaW an¢w �eewEwEDDf•Nn�it wNenerv�DfmD vim. B1r,AE Eml'b"in. ni«ssw. eNaEsn,erer"ara•Iw DESIGN PRESSURE ( ) RATIING At 1 SPAN ( ) .DnTr EI!eEEE r PRImi9itAR VMIMEl"um IEappAIN�KAJ WPRE ]Y IAIPIE . !qa IMM / D4tYN6 Nat/ -al.] `Vn NA J-oRRNn ! +-0INEn Ma)/-aD WA a/A ,la Dk2D wLa ADfTR ,Y ilwE • ML-O-,9,r FNu• / A4lkvlla NE,7/*aa1 ala a,a .-gNfn / +-awfaE NaT/w] - an _ s,,e In aka gNltD IIm ,r 1TNL . ,Mao.v,i EOk Maw / ]-cxN4n .4ai/-ao wu a,s ]-MIV4pI1, /+-sNafeE Nr.+/-aD «a op]v LADED Dam xDl[ ,: MCRYNIE wikrr awl" T mmw n 1,iwr aR'On� raalloOi rrga a m�IrEEm kkM rMm w wr wne®D'aDi,o�ac'0w"�..ae wkwa of oa M -4 NMC Y II rQ1 l lDII ll lei „aNEnom raflRa awTuxu ra DbIIRNk AT ,N. ,Y. ,•• nr M. II rma ] Nr • ,Da Art m,nMcm. II rm ! la mlkRciu., fk,at VIN NEquenr rkR EMra DP RATINGS AT VARIOUS SPANS IMLTAWibl,gTO: i. WYLY9WTN$ISFWIpI ,.,. TNENBTAtIATgNUiDEB �CTIQIE ENDWNON WET9]AN0.OEPX:1 aH¢eE NYMS iOR EAKGONSiRVCTpNCf iRiM5VA70D/RWN01NEEtNFR 60fn ENaTN.IATIpRTC •M`kE CO1fKUMA1NYl1ONevIIAeTME LVE9wT� i FA$TDER IEQW9WT,AIp$PA14 MPOAM WtxIAWA, 1:7ppkTAME ON iMp pNEET FOp aPANa DF 10•. R". 19,T; •. q'ANA 1F. ]. IIPiN.:A1pN fAETEnEPE It FA$TEIERpTL i=IAd I[TNETYPE R2E LkELOVLxTAW WOE p$TANGE pNOAN fORFEBPEGTNF,VMTMtL 9EE FA9IE,ERigIE9VIE TN:E O11]NS .-. I.tNDA4rl EM$kCVENTE-YSYWEw.aI.fN$NE$INceugNG $ut NOT ERETED tO atu�a f OAEL kMCKVENEENM,D EIgItOREPDEgatANCEa MgA6 eR EUCR L0 PAEVENTM:CMGtM3OFaVBE1PATEMATEPoN. ].x FAETENE....E EWNN NTNETxaiK.ATgNDETALE00-1TANENro Apqw.MMIW NKLFFIfRRR LU4—RLFAMA 6tWW EXUTTAKE 04 TM3"El . r. C,fytE.iR$1-1l wCNRaONDNa .TANt 90ATN0a-M EMDFa ORRDDIOx REEMI-T—EN-00—MLE-1.$UBET E—E—, FASTENER SCHEDULE asks owe,En , mxN,nE r T/•' ,a a iaa i w ckkkR � NokD T/Y r/.. N . 7' fR aDW �qN M M . Y fR iMM1a 'akDD ,•t/y k/k• 'GIo,ER f0tla" p, ,,O0N0vk,n, ' ,_,/Y 11k10UW kkrR] w gR,krL NM r.aelnw c.kMaE NN +wL R0.09 .79 •155 0.118 p 6 1.+99� 0.04 1.54 1/2" J—CHANNEL/TRIM 1 VINYL (No. 1100) 25-412 4" FASCIA SMOOTH ALUMINUM (No. 97DO) VINYL "FIT AND TRIM SCHEDULE VINYL SOFFIT JSNANNEL FASCIA SERIES 12' TRIPLE 4 SOLID NO. 0523 SOLID SOFRT 12' TRIPLE 4 FULL-VENTT -C] 1/2' JNNEL 4' FASCA NO, 0622 VENTED SOFFR VINYL NO. 1100 ALLUMUN NO, 9700 12• TRIPLE 4 FULL-O-VENT ECO NO. 0639 YOM SOFFET TABLE OF CONTENT rlwr MED.,c„ ��xmp, n,FaewrE� aDMir agmLaE E ] Ngta Ara v.Raa MVIe wg1MNw DWaS E,NMExaI ¢rr„MERw • .eRkM,aR EEFMS, oN]k,w Aa,MINA,"a .n uw a.ala n ,I.mw, E lATrt a1YAE rAwo rakrkas / kEN MATERIALS_. ATERIALS —(II FWn _WW mWDRuEMNE ) kLwBL DWOD YmQi MEOw na E ,-]/•• ,w, N,4 sirs /M• awN uawe ELaLE ,• EaE IEI,DD, arm TN EFL k piQl 11 E Y klpl/DL Am Ek1101 - >D . Qa ,rA k¢DD as ,w slm ® TRIM NAIL INSTALLED THROUGH I v FASCIA N le" O.C. MAX ® STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS FASCIA 4J-CHA k' MAX DETAIL A FASCIA 7O STAPLES INSTALLED® 12' O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL 012- O.C. MAX (INTO CONCRETEIMASONRY) BOARD BY OTHERS OSTAPLESINSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED 12' O.C. MAX (INTO © (Z>VVOOD)IN J-CHANNEL SLOT HOOD BATTEN STAPLES INSTALLED THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS WW WOOD SCREW OR YAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED M' :01 DETAIL C) STAPLES INSTALLED J-CHANNEL THRU SOFFITAND J-CIWNNEL AT NAII FASCIA HEM AND IN VALLEYS O SOFFIT Q J-CHANNEL ru DETAIL E J-CHANNEL -BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O. C. INTO FRAMING /•'TRUSS/JO / BY OTHER ;HANNEL ® v DETAIL B J-CHANNEL FASCIA ® BATTEN STRIP ANCHOR -E 10J NAIL AT EACH \ TRUSSMOIST/RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO OSTAPLESINSTALL.ED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN �. /•2Y2 WOOD BATTEN / O SOFFIT NSTALLATION SCREW, © J-CHANNEL- BATTENATTCHMENT )•I FASTENER SPACED 24" MAX O.C. FCTAPIES INSTALLEDO DETAILC 2'OCMAX (INTO OOD)IN JCHANNEL J-CHANNEL LOT OR T-NAIL 617 C. MAX (INTO ONCRETEJMASONRY) CONCRETEJCMU OR BY OTHER 21/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" MAX O.C. TAPLES INSTALLED m 17 O.C. MAX ONTO _ S WOOD)INJ-CHANNEL SLOT OR T-NAIL ®12' O.C. MAX. (INTO CONCRETE,MASONRY) WOOD (NOTE 1) WOOD(NOTE 1) NOTE I. MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETEIMASONRY. BUIUNG CODE REOUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —6PAN'L' SPAN'L AVE WIDTH (ROOF OVERHANG) SEE DETAIL'A' —/ SOFFITS f i SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA 0 FASCIA END CONCRETE; CMU OR WOOD SEE DETAIL'D' SEE DETAIL'E' — EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END TRIPLE• NO. r �rrfurfr� ��rrrrr� (iif rii(iif fft ff{/ � inl' EAVE WIDTH (ROOF OVERHANG) $tap. A 12" TRIPLE 4 FULL—O—VENT SOFFIT — VINYL — NO. 622 ,(ifn({ft `rtlf#ry♦!Ht$tt{lft tllJt��r CMU OR WOOD (NOTEA) .wJ V V�'y DETAa A ..... 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO - VINYL - NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.ebdeslgngroup.DDm AA #: 0003325 1 It ad % f 1 A Hill.) SVHDIV. Ae LOT ABBOTT PARK LOT #13 BLK #14 PHASE 4C PROJECT# 04181.04C-13141 MCDZ is 4EBB "1828—CALL" GARAGE OWING: LEFT PAGE SOFFIT DETAILS 1III.60 MPH EXP. C II 02/08/22 ew*"�• SD1 GENERAL REQUIREMENTS: • HARDIESOFFIT® PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIG.1), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. • ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS. MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM. • INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION /WIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT JH TECHNICAL SUPPORT. FIGURE 1 INSTALLATION: • HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE SUCH AS A WOOD 2X SUBFASCIA. • ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING. • SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES FIGURE 3 TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. - r LESS THAN OR EQUAL TO • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE 1\ 12" WIDE SOFFIT INCHES OF NET FREE VENTILATION PER LINEAL FOOT. • ALTERNATIVELY VENTS CAN BE INSTALLED INTO NON -VENTED SOFFIT. • IF NECESSARY, AN INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION ADHESIVE. NOTE: NET FREE VENTILATION WILL BE REDUCED. . FASTENER POSITIONING: \ I I VENTING TO 1" FROM END • POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" OUTSIDE OF OF SOFFIT AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) EAVE SHIMTj AND NO CLOSER THAN 1" AWAY FROM CORNERS WHEN USING SOFFIT THAT IS FASCIA 3/8" FROM END LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). HARDIESOFFIT® i OF SOFFIT (WOOD) VENTED PANEL I JOINTING METHODS: SUBFASCIA • I I SIDING INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). • FOR WOOD FRAME CONSTRUCTION A MINIMUM 4D COMMON NAILS SPACED 8" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. • FOR CONVENTIONAL 20GA - 16GA STEEL FRAME CONSTRUCTION A MINIMUM NO. 8-18 X 0.323" HD X 1" LONG RIBBED BUGLE SCREWS SPACED 6" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. *MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS. MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA PRESERVATIVE -TREATED WOOD AND ALUMINUM PRODUCTS. FASTENERS USED TO ATTACH HARDIETRIM TABS TO PRESERVATIVE -TREATED WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL AND IN ACCORDANCE TO 2009 IRC R317.3 OR 2009 IBC 2304.9.5." MODERATE CONTACT LtAVt AF'F'KUF'KIA I t GAP AND CAULK FIGURE 2 FRAMING MEMBER NG ER GSA I I tN NG ER I NG !ER FIGURE 4 GREATER THAN 12" WIDE SOFFIT KEEP FASTENERS 2" AWAY FROM CORNERS 3/8" IN FROM EDGE OF SOFFIT 1441N.RONALD REAGANBLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigiWoup.c. AA #: 0003325 Rod �5� o La a I IN aUDDIV. & IAT•. ABBOTT PARK LOT #13 BLK #14 PHASE 4C P1tOJECTM 04181.04C-13141 moloz]u 4EBB "1828-CALI" GARAGE 8WING: LEFT 1 PAGE: SOFFIT DETAILS 160 MPH EXP. C NO DA --TI s 02/0B/22 DATE: mcAL.E: 1/4"=1'-0" SD2 , I ci6,,,,ZA -A-dy- 40L