Loading...
HomeMy WebLinkAbout7878 Sail Clover Ln99 11 828 - 4EBB-CAL199 NAIUNQ ppF ALL WORK SHAI CODES m_oRIDA b`!LUNG Cof)E, NATIONAL ELECTRiC CODS, AND THE C11Y OF.- ORVINANCF�� HOMES'`" RFVIE\N DATE CITY OF ZEPHYRHIL 12602 TE=-I_EC:C>M DRIVE, TAMPA, FL 33637 T491: (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 pw=A MMMG coDg. IMSMMMA4 7M 017= (2=) -ALL, I*= AND STATE CODES :OCCUPANCY - RESIDENTIAL, GROUP R3 CONSTRUCTION TYPE - VB K[N. INTERIOR FINISH - CLASS B :BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH :EXPOSURE - C I -STORY RESIDENCE - -2-SfORY RESIDENCE - MA HEIGHT AS PER LOCAL AND STATE CODES ABV ABOVE LAV LAVATORY A/C AIRCONDITIONERG LUM. LUMINOUS ADJ. ADJUSTABLE M.C� MEDICINE CABINET ALT. ALTERNATE MFp_ MANUFACTURER AMP AMPERA NUN MINIMUM ED. BOARD OE M.T. METAL THRESHOLD C CENTERLINE MTD. MOUNTED C CABINET MTL. METAL CLG' CEILING N.T.S.MOTTO SCALE CLR. CLEAR 0 C ON CENTER CONIC CONCRETE PL PROPERTY LINE CPT. CARPET P.H.PUSHBUTTON C.T CERAMIC ME PH. PHONE D. DRYER PLT� PLATE DEL, DOUBLE PLYWD PLYWOOD DO DUAL GLAZED FR. PAIR DIA DIAMETER PIT. PRESSURE TREATED DATE I DESCRIPTION ems CD* low ARCHITECTURAL SHEET # DESCRIPTION OM/16 20n MC UPDATE PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATIONS "C" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Ml-MECHANICAL PLAN OY*/* CDs RE-180m 024M SIDI ELEVAT1014 ADDED 03/26/10 --CD* RE-W&M 00" FOI FVA"N PER K 21=5 vbnllw cot RE-mm 02/" ADDED aMLESS FOaMR AT GARAGE WAAL (FORT MYERID) 02/22/10 " MAWERNICE DIM. DISP DP. DR- DTL. DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL R. RAD. RA.G. REF RM. R, 0. RISER RADIUS RETURN AM GRILL REFRIGERATOR ROOM ROUGH OPENING PG Dl-DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL 03MB REVISED LNTEL NZE AT FRONT SM DOOR STATE OF FLORIDA SQ.FT. CALLD.S. 04414A ADDED ADI RECEPTACLE N GARAGE PER UMLL BAT" (MLW OM4M RlEvIGED WAG YOUrES ON OW T CA LC 8CWEDULE 01ELS.) LIVING 1028 $a FT. GARAGE 430 SQ.FT. ENTRY SQ. FT. Sa FT TOTAL 2,362 Sa FT. 06112AS ADDED 'EXTERIOR MOW DEEP FOOMR` DETAIL 12/bLIA (Oft) PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 D.W.DISHWASHER S.C. SCLIDCOREEXTDR EA, EACH S.D. SMOKE DETECTOR ELF ELEVATION S.H, SINGLE HUNG EQ. EQUAL S I. SHEET EQ. EXHAUST SHING SHEATHING EXT. EXTERIOR SHWR SHOWER. FU /FX. F GLASS Sim. SIMILAR DCED 11' F G FUEL GA SL. SLIDING F FINISH SL. OL SLIDING GLASS FIN FLOOR S STANDARD LFL FLUOR FLUORESCENT SWIS SHEAR WALL FR. DR FRENCH DOOR SECTI PTO. FOOTING T TEMPEORN EDGLASS GA. I IK THICK R. GADISP. GARBAGE DISPOSAL T'0C. TOP OF CURB G.F.I. GROUNYFAULT CIRCUIT TOP. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS T.O. TYPICAL GYP ED. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE W. VAPOR PROOF HDR, HEADER W. WASHER HOT,UINSULAOR HT HEIGHTTION WDW/ . WWITH INSL OOD TNT. INTERIOR WDW WATERBEATERWINDOW W/H W.I. WROUGHTIRON PIG WAl -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS FIG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6 -WALL ASSEMBLY DETAILS 064VIS ADDED LED LraWM * KITCHEN I BATH PER MAW 5=8 ov" ADDED STOW OPTION ELEVATION C A D (TAMPA) obims ELEVATION V 81DWO-ADDED LOWER 0 GABLE ROM IMDAI ADDED OPT. W-V* CEILM 4E1GW5 evem REPLACE USP C;0*4EcTOft uATH bPf4M CoI44ECTORS 0410VJO REVISE EWAYENT RADON PLAN D""IONS - 04MW OPT.V-0- CM WiT.- ADDED LED LOW IN FOYER 04/" OFT, V-V'rL& WiT. ELEVATION V- RE%15W HEW OF ARC"Y ObAftIM ADDED ELEVATIONS STRUCTURAL SHEET # DESCRIPTION VVDW ADDED ELEVATIONS PG SI-FOUNDATION PLAN PG SlAA-DETAILS PG S1.2-DOWEL PLAN PG SI.2A-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUMBER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. OMMI 2020 F5C LMATE 03/Ml I ADDED WRIT DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) An UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S2-LIFT BEAM PLAN AND NOTES 1ANI PG S2.IA-DETAILS PG S2.2A-SAFE LOAD TABLES ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS CIARIFICATION. PG SNI.-DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SD1-SOFFIT DETAILS RFI . 9 IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAXES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE FOR UNCLEAR ASPECTS OF THE UrGENERATED NSTRUCTION BASED ON THE DRAWING SET. -i N. RONALD REAGAN St LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 Uptillit rBUDDIV. & LWOTI ABBOTT PARK LOT #5 BLK. #9 ""T 04181.000-05091 MOIDMI- 4EBB "1828-CALI" GARAGE BWINC;- LEFT PAGE: COVER SHEET 60 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) Rh EDITION, (2020), ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) LINO. 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. ffiTE WORK i. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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 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. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHTTECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YrINCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 1/2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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 Di557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 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, LINO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/.' PVC (SCHEDULE 40), INSULATED NTH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINI8HE8 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2"THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1Bb, ASTM-Cl063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1 063-1 9a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - T. FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, EXTERIOR SOFFrrS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) MAY 1 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 b kbk a aUDDIV. de LOT: ABBOTT PARK LOT #5 BLK. #9 PRECT OJ 04181.000-05091 MODE1. 4EBB "1828-CALI" GARAGE 811MG: LEFT PAGE: GENERAL NOTES 160 MPH C rNT D =: 5/05/21 scALE: 1/4"=l'-0" BIKE= GN 4 im 9 *- 3S'-A' i o O r r - r r - r O � r r � r r _ r � - O r rr i - - r T, � r - - r r � t:fl'11 - - 0 `��■ it ��� �i O o r -I r o r SOLLARD- ASAISOElm r r ■ r GARAGE ® i - I FOYER o r _ / EMY Dill: l�7 r oil////■lio oll/////i(o 0ll//110 oil//Co FLOOR PLAN 8CALE: 1/4' . I'-0' DBL. TOP PLATE 0 M BAR DETAIL A SCALE, I/2'•I'-®• a.Irrl�►l�%/ mop �mm �JJJ.i SQ.FT. CAM'S LIVING IA28 Sa FT. GARAGE 430 60.FT. ENTRY 16 60. FT. LANAI 88 80. FT. TOTAL 2,362 Sa FT. Cmrmw AIO CLADIM W D l W Da aA/c ralo E1F0/aE Fax a eEcae Ouele CFJiOm 1a11ME 301E 1101lNaaDINO R/Yl/8 NOTRE FOOTAGE Ma•L WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING is 5 33/-43 DR. MIN. CRITERIA BGD. MIN. 41 5 31/-35 CRITERIA 8010 OAD. 56 5 2%1/-313 I2'xl2' SOFFIT 1 5 BASIC HIND SPEED MPH = 180 (Volt) INTERNAL PRESSURE COEFFICIENT f 0.18 BLDG. CAT. -II, EXP.=C, MEAN ROOF HT. ll'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CaNIDOLCAT80Y00 BHDR. DTL. NOTE: HEADER FINISH TO ME FOR COMMUNITY STANDARDS NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION UTH 817E PLAN. -OTHER OPENINGS 15ETUJEL-N THE GARAGE AND RESIDENCE SHALL ISE EG7UIPPED UTH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (3S MM) IN THICKNESS, SOLID OR HONEYCOMD-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MWJTE FIRE -RATED DOOR&. 1 N. RONALD REAGAN BL LONGWOOD, FL32760 PH: 407-774-6078 FAX 407-774.4078 www.abdeslgngrouP•com AA S: 0003326 m y. 14 aysDiv m LOT: ABBOTT PARK LOT #5 BLK. #9 PROJEOT111 04181.000-05091 MODEL' 4EBB "1828-CALI" GARAGE arFLNO: LEFT PACE: FLOOR PLAN %160-MPH EA C DRMT A=: 5/05/21 DCA=: 1/4"=1'-O" x*1EET Al ./-18'-4' BLDG. HGT. FYPON 1-1,I1124 OR EQUIVALENT LAP SIDING All--___< SPECIFIED (TTP.) 4' FREIZE SAND ITYP.) b' TRIM BOARD (TYP.)� OPT.COACH LIGHT a'-0' BRGB' HGT� SHINGLE ROOF I�b OFF RIDGE T iiSHUTTERS OR 45 FE FRONT ELEVATION SCALE: V4 • P-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FSCR R103A OFF RIDGE VENT OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH AREA OF ATTIC = 2364 SO, FT. NET FREEVENTILATION AREA REQUIRED 1/30D REQUIRED VENTILATION AREA 2364/30D = 7.88 VENTILATION AREA SQ. INCHES PER FT.(144) = 1134.7254 IN. MIN, REQUIRED VENTILATION - .5X ".72 IN UPPER PORTION OF ATRC - SW.36 SO. IN. OFF RIDGEVENTILATON AREA • 215 SO, IN. PERVENT SW.36 /115 TOTAL*OF VENTS REQUIRED 4.93357 TOTAL* OF VENTS PROVIDED = 5 -AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR Of WALL TO EXTERIOR OF WAI NO OVERHANGS INCLUDED 8'-0' BRIG. HGT. TYP 0'-0' FIN. FLR Ir — b / I b'-V' BRG, HGT. 8'-m' BRC.. HOT. DECO. DTL. � � SCALE: 1/2 . 1'-0' 0'-m' FIN, FLR, 0'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT m'-O' FIN. FLR 0 RIGHT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup,com AA #: 0003325 J V i0 aD C I H SUBDIV. & LOT ABBOTT PARK LOT ##5 BLK. ##9 PROJECTS/ 04181.000-05091 MODEIA 4EBB "1828-CALI" GA,RwGE SWING: LEFT PAGE: ELEVATIONS :FC» 160 JJPH E . C 1 L AR NO W723 II A `aAT—T-E• a 5 05/ 21 SCALE: 1/4"=1'-0" SHEET A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e DSV OUTLET 20 AMP MtlLE POLE IIOV OUTLET 110V OUTLET VU Q' CURET W l= TO SWITCH --- *am IIOV OUTLET EQUIPIO W MV FALL NYMNLPn R(TAMPER II WANT TYPE) M220V OUTLET (4) UM CONNECTION {} I EXT. WWTEIaRDM ddWM FAULT -+J- CFI OUTLET I4tERIEPIEIe SWITCH SUII7CH SWAY Pam $4 SUITCH 4-WAY OPER, o WALL MDLhIW ' LIDHT CEILING LIGHT © LED MIS LIGHT LED YAPOR ©vp PIIOL'F LION, O VP VALOR PROF LOW ORECESSED CAN eVENT. PAN I OM FER EQ FT. WHLMIG PAN IOIR I CFI. FER SG Fi. V FDt7111! (SPEC'$ TOD DY ® R ARMIDtl1IM ND L (SUIT MNT) AI$71ND P PLUOIE6cwzr 4' RUDIYECW p� I-r-A 31 A 4' TRACK LOW O PANEL METER OS.D. wom oETEemm WLtlA� 5-1w1 I "L M:M= EMDIe DETECTOR DA1T. Deec us EIC.tlE�I� ® CAI C0� WMDOF NTLR-f® BE A THIN OF NOT LESS T!N 4' NO IROM WALL PENDANT LIONT rL� NATPAL ON . TRM%CN E JACK UN GI T TO aW B.EVAT® AIR Z� owamm 0@ Al. aE THIS saw FE TELEVISION JACK CELINIS am PtocLqpw O J-BOX TO DE SUPPORTED N ACCOMA114011 Of IS= MOMS AS SUDH MR (.xILIYi Dox Is(AERED CELMO FNNA.gNT TD O NFTORTED N BH F MARKED N SUCH ps>na 24• 1 CAICl8CIW LIEN(6TRP ncr�ann 38• NDNDes,. LION !TRIP nnnn�nn�n Y, LIGHT STRIP FLOOD LgNT ICp OPT. SECIIITT KEYPAD Pa PL04-DIMCN Am cwme umPORT • LOCATION OF TV JACK* 4 PAOZ OUTLETS 4 FANS TO BE YETI W r NOT.m. -CONSTRUCTION METING, • ALL 0 4 20 APP BRANCH CIRCUITS TO DE ARC FAULT PRO ECTIOD PER ELECTRICAL PROVISIONS OF IM TT4 ®ITd (TOM) 4 NFL 21R)2 MM EDITION. • 20 AMP DEDICATED LAUNDRY CIRCWT. • GR • ISLAND (NOT ON KITCHEE CIIICUR) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROCM EXHAUST PAN TO HAVE MN, CAPACITY OF SO CM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MD0T3 FBCR TTu EDITION (2E2E2 • LAINDRT ROOM RECEPTACLE $HALL OE GROUND FAULT CIRCWT-NMPU FTER PROTECTION FOR PERSONNEL ON FEED6Rb • WIRNO METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL Fle"oi 4* O• E�15! TTH ED rMM2 • ALL WOW TO COYLY WTH ELECTRICAL FM$DVISICN6 OF THEALL PBOR ITHI ED r20201 • Af CF LIGYTNG MUST R[ aLA3h' XZU IL2 TYPE POI! AL INBOX [�IDRlICY1 MOO. T,h EDITION Ill METER FIELD VERIFY LOC. 6-`--`_ - OPT. ---------------__— -� COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' a F-O' CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOx FOR OPT. FAN WP Panel MAIN - A PANEL: 6)16 %p vt deals, VOLTAGE: 120/240V-1Ph MAIN: 150Amp M.C.B FEEDER 3-#1 Cu TFMM & 1-#6 Cu (G) in 1 12" C. OR 3-#210AL THWN & 1-#6 Cu (G) in 1 1(2" C. Wlro ►ale Brt Da wkh Drina 0-At1 Watts °npiptim E# Pu1a w" #12 1 2D IEntaPtw*r GFIb TUG 1200 1 R #12 2 20 hilFtlm Panp 10W 3 4 ]SP- 0 5304 A/CCU A 35 2 aB Gp.,. T e PANEL -A PANEL: 42 crt breaker VOLTAGE: 120/24OV-1Ph MAIN: 150 Arp M.L.O. FEEDER 3-#1 Cu THIN& 1-#6 Cu (G) in i 12" C. OR 3-Al AL TFWN & 146 Cu (G) in 1 12" C. VA. Pk.F15 mar D..W m Wetk oratlt plant w.a. D.."- Bo Pka Wro # 12 1s,rd Appll 1500 1 2 81p0 Rage w 2 as *12 11Aom4r 11l lwl 19)0 3 4 #12 15m0 Appilenoo ism 5 a 4500 Wker Haler 25 2 #to 412 1 Rorhil"a 1600 7 a #12 1DN RaoapwM AFCI 15p0 o 10 12DD cim-w Gm 20 1 #12 #12 1ern GFI Rao atlm 12DD 11 12 15o0 DaMx.nr GFI 20 1 #12 014 1F r/HaII Bad 42&KL Bath 42 AFD am 13 14 5000 DY.GFl 3D 2 M0 En4 1LN Ram, Lral AFO ODD 15 10 114 1Oct-. Pri . & DWng UghtAFCI Bill 17 1 1e 15W Va GFI 2D 1 012 #14 1 15 ISD&Cf0AFCl 2D 1000 GappeDarOpmrGFl2D1 #121112 1 A L.."/BdN/DaAF0 21 . 120D Grape l ExMorU. & Reo.gaaM AFD 2D 1 #1223 24 am Baboon1AFCI 15 1 C425 B03 BkiAFD /5 1 #1!27 28 sp#m2e V�SDD1B m Il= Ld can". 203 32 Sp- sp- 33 34 151- Spam 35 3a SpraSpq37 38 #8 2 35 A/C AM , (HWar5 KVA r 05% 3B a 41 42 L-1 'atl to danmd actor al kill- 5. 19000 257M Intl set to demur factor cralall-,/line Drell Factor a u ons: ABBREVIATIONS:' AFD: AMFAULT0Mlff NMRFA*TER ND NCNCONCD)ENTLMD WI: GRCLNDFAULTNI MTTER tlk laad.•elatl to d.nar wa a270o FIrN 1o00 —k 100% 10000 RrnrN G# ld 4 taueo Ttlk AIC Imp 10B3B LOAD CALCULATION B BASED ON NC NON -COINCIDENT LOAD TGk Canaotd Lad Wd. 33BOB Tottl a(w M1240w1i.) 141.3 I General L!ghtJng & Rece SEck, Load Tkr A/C Seur_o FFak 1828 ( -d U. & Rea 3 W I S4. Ft. _ 5464 rwwe 1 at 65W/LiGN at 100% 65 Tdr Cenral uyd. & R. (VM.) 5549 Olds# tblc Total watts I I � I I °L — I I I I 6 I I I I L I I � I LED LIGHTING @ DOUBLE LAV. BATH 9 / I I I LED LIGHTING @ SINGLE LAV. BATH #2 D CU, THIN • 1% CU IN 2- 3 IY C2' CONDUIT OR CI IN CdAIIT OR 2Ab AL. SEX 150 AMP ELECTRICAL RISER NOT TO SCALE. CO.ONATION SERVICE ISO AMU' 0I6CON OCT OWTCH AND OD/240 VOLT GENERAL NOTES, F ELECTRIC PETER INA ELECTRICAL MATERIAL$ AND INSTALLATIONS SHALLNOMA 3R ENCLOSURECOMPLYWBCR TH ELECTRICAL PROVISION$ OF THE PTTNEDITION (20M) LOCAL CODES. ,MID ALL LOCAL POKER CO'1PANY REpUIREMEFETik B. ALL CONDUCTORS SNAIL SE TYPE THHNA N UNLESS NOW OTN$RIESE. ENTRA 77 ACE SEINIC{ CABLE TE NTRAN N I I n 1'--� I I 8 NTE ANAL M LAT LONG 7 MRIAL OW ND GRAPE VOLTAGE CONEGTIONS "E a» "'r'n'-• ws74'� `r""• 1 ^1•Or °ix'^""^i'T"' 1 V CU SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. PROVIDE A M COPPER (CU) N CONCRETE ENCASED POO" STEEL PER I -VI" DIA SCHEDULE Be PVC CONDUIT OR PROVIDE 3 ELECTRICAL PROVI610NS OF THE PEER 1TN -2/0 ALWIN " (AL) N 2" DIA SCHEDULE Be PVC EDITIOUNSi� CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COTANT. 1I I I C NATE OW THE ELECTRIC F.I...AX S PT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO BID. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-W78 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 y O O 4 I I 0 II evzialv. at LOT: I BBOTT PARK LOT #5 BLK. #9 PROJECT# 04181.000-05091 bwDELa 4EBB 1f1828-CALI" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C 01 Sam DA�PE.- 5/05/21 $CALM: 1/4"=1'-0" 8HEET 1111. E1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL, BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL BE SEALED WITH GLASS FAB t MASTIC. AND INSTALLED AS PER FBC TTN EDITION (2020) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRE8H 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, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC TTH EDITION (2020) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOUTERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED N ACCORDANCE WITH FBC'ITH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL NAVE AN APPROVED FIRE OR FIREAMOKE 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 POO TTH EDITION (2020) MECHANICAL CODE SECTION 601, 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC AIR SUPPL AIR HANDLEI EVAP.TRA SCORIATED NICKEL BRONZE FL. PL, BRASS PLUG INSIDE CAULK NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS O O EXTERIOR WALL AIR RETURN T y SUCTION AND LIQUID y REFRIGERANT LINES y EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 301.2.4 HVAC DRAINS FN. FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 86000 SERIES NICKEL BRASS TOP P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYP. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LIKE- SUPPLY TRW BROKEN LINE- RETURN TRAW l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN • LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRJ AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3A6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 46Xi 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE OPEC. 1'-8148' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED gEXT. GROUND CLEAN -OUT (TYP. N ■ MECHANICAL PLAN SCALE: 1/4 • 1'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com �..... AA #: 0003325 J Lo�iz� c 6 S k, 9V13DIV. Ae TAT: ABBOTT PARK LOT #5 BLK. #9 PJROJECT# 04181.000-05091 MODEIa 4EBB "1828—CALI" GARAGE OWING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C ggFL.2x4 TOP PLATE PLC Y PRE -FAD TRUSS W'CLG. BOARD 1/2' DRYWALL T`h- SECURE ST. STUL PLATE TO SLAB W/ od MASONRY O.C. NAIL • 3', O,- MAX FIN. FLR TINS SUPPORTING HUNG PLUMBING RES AND WALL IETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. (51TYP. INT. WALL (NON—BRG.) Dl SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WD.U. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE -ENO TRUSS MTL. DRIP EDGE 2x FASCIA PER YR ELEVATIONS CA O.H. VENTED SOFFIT f I � 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/S' GYPSUM Bl OR 1/2' W*W STRENGTH CLG. BOARD 35/8'OR5 1/2' DRYWALL 3/8, TOP CHANNEL (25 GA) 1/2, DRYWALL 3 51V OR 5 3/S' METAL. STUDS 24' O.C. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 5/S' OR 5 CABINETS AND TUD/SHOWER 25 3/8, BOTTOM GA METAL TO BE INSTALLED CHIANNEL (25 IN ALL OTHER WALLS. STUDS GA) SECURED TO DE SPACED 16' O.C. AT 2ND TO CCHC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM PAP 4 TO WALLS W/ TILE FINISH WOOD FLOOR ENERGY CODE FORMS ATION R-VALUES !RENCE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING - STRIPS • 24' O.C. 5' CMU 1/2' GYP. WL. BD. - WOOD BASE — 0'-0' FIN. FLR 4 n W/ WINDOW OPENING H W/ 1/4' WOOD SCREW �FNISH FLOOR 1—STORY TYP. INT. WALL 1A_ METAL STUDS (NON—BRG.) D1 SCALE. 3/4'•I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0-0' FIN. FLR ROOF SHEATHING THICKNESS IS i ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND 1609.5.1. B TYP. WALL SECTION ke NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4 .P-® UNDERLAYMENT IN ACCORDANCE \DlWITH FBCR 1105.1.1.1 OF THE FBCR 2020 "ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. CIA"" Ax0 as& LN Y nc ftwA ros su LM cTu yr m'..Lo . WOW sun 2B GAS LINE THRU BLOCK rx■, un•.re FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WD.U. ROOF SHEATHING THICKNESS AS PER SHEET OHL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON 84EET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT -lam PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 8' CMU °a M' IWK K 2 COAT - FORn.AND C■MBR FLA■T■R AR-LHD D"ImmT TO PWAG RT ARm1wT AFP10VAL 1186 w FRCDYCT AFFROVAL 14M s GARAGE DOOR JAMBS D1 SCALE: 11/2'-P-0' � 2X4 SPF 24. O.C. MAX — SECURE W/ l2) 124 NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE -ENO WD.TRUSS — CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS JJ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 4,10ER ELEVATION 5/6' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.C. 1/2' GYP. ILL. W.- WOOD BASE— FLL FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCIR 9051.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS — _ 0'-0' FIN. PLR. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE -16 IN ° ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R30I.13 AND 16095.1. n W/ WINDOW OPENING TYP. WALL SECTION ®NO OPENING NOTE: r_5�1—STORY GABLE BLOCK WALL METHOD TBE USED FOR THE INSTALLATION OF ROOF D1 SCALE 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.I.I.I OF THE FBCR 2020 'IT14 EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE If OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. MAY 1 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.eom AA #: 000332E b b N W o II J aUBDIV ae LOT: ABBOTT PARK LOT #5 BLK. #9 PROJECT# 04181.000-05091 MODEL: 4EBB "1828—CALI" GARAGE 111/INO: LEFT PACE: DETAILS (SHINGLE) 160 MPH E 712021 DA=: 5/05/21 BCA=.- 1/4"=1'-0" aHEET D1 i. 2X6 P.T. • CENTER OP DOOR HEADER SECURED W/ (I1 LW X 8' J-DOLT UV 4' I'MIL D`BEDMENT W/ 2' X 2' X Va' WASHER 4 NUT OR aV (2) V2' X S' ANCHOR BOLTS W W MIN. EMBEDMENT Wl 2' X 2' X IW WASHER 4 NUT 6 e 2X4 TO BLK W/ 114'TAPCONS m B 1 .1 EMBED. a' OJ:. 4' END DIST. 11/2' EDGE DIST. ® SIDE& 2X6 GARAGE DOOR BUCK SECURED o W (S) V2' X a' J-BOLT OR ANCHOR BOLT& W/ 4' MIL EISEDMET, W/ 2' X 2' X IA' W46NER 4 NUT. (I) WITHIN UTWIN 0' OF THE BTM 8' OF tOP, (VIMY a SPACED. m NOTES. ALL ANCHORS SHALL Ed IN ACCORDANCE TO MANPACTISERMS INSTALLATION INSTRUCTIONS WERE A=m IMTYIOTIe*A AIM MORE 6TItlYlIT GARAGE DOOR 1 BUCK ATTACHMENT er.Gt.U, wlow b' CN'A1 IQ' DRYWALL I94 P.T. OR 5/4'X4' MIL SECURE THHRU FRAME 4 ❑ VX4' EXTEND 1-1/4' INTO P.T. NAILER BLOCK LLV 3A8' TAPCONS DOOR CASING MIN NK SHASIZE J45 MIN. HEAD SIZE 9O0 MIN EMBEDMENT 1-V4' WITHIN b' OF EACH END DOOR JAMB OR URDOW 4 W Or -MAX SPACING ATTACH TO 2X PER MANJFACTJES DETAILS. NOTE, SWIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3/4" OR +5/4" L� lr TO .BLOC % +3/4" OR +5/4' 2X4, m SECURE TO BLOCK UV 3AdV TAPCONS (MIN SHANK SIZE 148 MIN. HEAD SIZE 3" MIN EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 IS' O.0 MAX SPACING. 2Xa, SECURE TO BLOM WK2) SAW TAPCONS (MIL SHANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 b' cm WITHIN b' OF EACH END 4 W O.C. MAX SPACING. 1/2' DRYWALL 2X8, ® MX4' SECURE TO BLOCK P.T. NAILER WK2) SAW TAPCONS DOOR CASING MIN. GNAW SIZE J4D MIL HEAD SIZE 300 MIL EMBEDMENT I V4') WITHN 8' OF EACH HIND 4 A ING MAX SI"'�"" DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMD JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +1 1/2" A K TO BLOCK +1 1/2" 2X4. m SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J46 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/49 WITHIN N OP EACH END 4 W O.0 MAX SPACING, 2X6. SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD DIZE J00 MIN. EMBEDMENT I I/4') WITHIN b' OF EACH END a' cm 4 ID' O.C. MAX SPACING. 1/2' DRYWALL 2Xa ® TO CLOCK .A4, IP.T. LLV(2) 3/16' TAPGCMb NAILER MRNL SHANK SIZE 146 lAV OA& X 4' MIN MIN. HEAD SIZE J00 MN EIBEDNICNT I V49 DOOR CASING WITHIN 8. OF EACH END 4 W Or- MAX SPACING DOOR JAMB OR UUMDCU ATTACH TO 2X PER MANPACTURES DETAIL& NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED VW) DOOR JAMB TO BLACK +1 15/16' �11RND01/ TO BLOCK +1 15/18" 2X4, m SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK 812E .14E MIN HEAD SIZE 300 MIL EMBEDMENT I 1149 WITHIN a' OF EACH END 4 16. Or- MAX SPACING. NOTE. STRUCTURAL 2X MUST BE 2X6, m ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3/16' TAPCONS !/la' TAPCON MIN. 1-1/4- (MM. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN HEAD SIZE J00 MIN EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 8' CM 4 W O:G MAX SPACING V2' DRYWALL 7X6. a 6EOU N TO OLD= I'X4' UV(2) 3/16' TAPCONS P.T. NAILER IL (MSHANK 812E 145 DOOR CASING MN. HEAD 612E .300 MIL EMBEDMENT 1 1/4') WITHIN a' O' EACH END i b' O.C. MAX 6PACRNG. DOORJAMB OR WINDOW ATTACH TO 2X PER MAWI'ACTIURES DETAIL& NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +2 1/4" �1 K TO HLOCK +2 1/4" 2X4. m 6ECWE TO BLOCK W/3/16' TAPCONS MIN SHANK SIZE J45 MIN. MEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OP EACH END 4 0' OG. MAX SPACING. 2)(6, m SECURE TO BLOCK WX2)3AV TAPCONS (MIN SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V4') WITHIN 8' OF EACH END 8' Cm 4 18' O.C. MAX SPACING 1/2' DRYWALL 2N8. ❑ SECURE BLOCK I'X4' WI(2) D/K' TAPCONS NAI P.T. LER MIN. SHANK SIZE J46 DOOR CASING MIN. HEAD SIZE 300 MIN. O'IDEDMENT 1 1/49 WITHIN 8' OF EACH END 4 W O.C. MAX BRAKING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANPACTURB8 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" OTrre/mnr 'NTH arncr( +s' 2X4, m SECURE TO BLOCK W/ SAW TAPOONS(MIN SHANK SIZE J46 MIN HEAD SIZE 300 MIN. EMBEDMENT I V49 WITHIN a' OF EACH END 4 W OC. MAX SPACING NOTE. STRUCTURAL 2X MUST DE 2x8. m ON OUTSIDE 4 SEWED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) SAW TAPCONS 3/16' TAPCCN MN 1-1/4' MIN SHANK SIZE 145 EMBEDMENT INTO BLOCK MIN HEAD 61ZE 300 MIL EMBEDMENT I V49 a. CMWITHIN 8. OF EACH END 4 Ib' Or— MAX SPACING 1/2' DRYWALL 2x& 1:011112 MX4' SEE GUTO BLOCK P.T. NAILER WK2) 3/16' TAPCONS CAbRG MIN OWANK 612E 145 DOOR MIN. HEAD SIZE 300 MIN EMBEDMENT 1 V4%) WITHIN 8' OF EACH END 4 10' Or —MAX NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 1/4') OF EACH ED 4 2ND 2X SECURE TO STRUCTURAL MEMBER WK2Md WITHIN a' a' TO 8' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" ONWP _TD_ MK ems" 2X4, m SECURE! TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK 812E 10 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/41) WITHIN 8. OF EACH END 4 IS' Or, MAX SPACING 2Xa, SECURE TO BLOCK WK2) V4' TAPCONS (MN SWANK SIZE .145 MIN HEAD SIZE JOB MIL EMBEDMENT 1 V4') WITHIN a, OF EACH END 4 IS'Oa MAX SPACING 2X& 1=1 SECURE TO BLOCK LLV(2) V4' TAPCOND MIL SHANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 410, OG MAX SPACING 8' CMU 1/2' DRYWALL MX4' P.T. NAILER 1/16' CAD. X W MIN. DOOR C. A&W. DOOR JAMB OR WINDOW ATTACH TO 2X PER MAU,PACTURE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3 7/16' /v 1RNDOR TO HIACK +9 7/18" 2X4. m SECURE TO BLOCK W/ 1/4' TAPCONS MIN SHAK SIZE J45 MIL MEAD 812E 300 MIL EMBEDMENT 1 V4') WITWIN 8' OF EACH END 4 16. O.C. MAX SPACING. 2X8. m SECURE TO BLOCK W/(2) 114' TAPCONS MIN. SHANK SIZE 30 MN. HEAD SIZE 300 MIN EMBEDMENT 1 V41) WITHIN 8' OF EACH END 4 K' OC, MAX 6PACNd- 2X8, SECURE TO BLOCK W(2) V4' TAPCOND (MIN. SHNK 812E 14b MIN. HEAD SIZE 300 MIN EMISECI ENT I V49 UMT14IN 8' GP EACH END 4 18. O.G. MAX SPACING NOTE, STRUCTURAL 2X MST BE ON OUTSIDE 4 SEWED TNROU4H NON-STRUCTURAL 3/Ia' TAPCCN MIN. 1414' EMBEDMENT INTO BLOCK l�l a' cm 1,2' DRYWALL P.T. P.T. NAILER P P.T.X 4'MIN. r DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X PER MANIPACTUE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3 3/4" a IIINDOW TO BLOCK +3 3/4" 144i N. RONALD RFAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 Z y Z IN 1 0 Ila aIM lifil I OL71BDIv. Ae LOT ABBOTT PARK LOT #5 BLK. #9 PROJECT# 04 81.000-05091 MODEiA 4EBB "1828-CALM" GARAGE OWING: LEFT PAGE: DETAILS 160 VRH E)R C 1 PRINT 5/05/21 DATE: OCAM 1/4"=l'-0" OHE= D� PRODUCT APPROVAL LISTING SHINGLE (STANDARD) CODE Fl# MANUFACTURER CATEGORY DESCRIPTION VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/20I1 10446.5 SIMPSON STRUCT. COMP. W000 CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531..1E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 30531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOFTILES 2020 FBCR 12/31j2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31J2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WAIL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 19644.2 MI WINDOWS &DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS &DOORS SINGLE HUNG 2020 FBCR 8/26/2022 15332.9 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS &DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020FBGt 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR S/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 6'-0"SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENSCORNING • RHINO U20 ROOFING UNDERLAYMENT 2020FBCR 12/33/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 LAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 17/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30330.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINri 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 UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITIONS BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: OS/05/2021 41 N. RONALD RFAGAN BI LONGWOOD, fL 32750 PH: 407-7748076 FAX: 407-774-4078 www.ebdeaigngroup.wm AA #: 0003326 F} 9TJHDIV. dt LOT: ABBOTT PARK LOT #5 BLK #9 P]RtOJECT# 04181.000-05091 >1tODSL• 4EBB "1828-CALI" Ci/1RACiE Il4. WI]Nti: LEFT PACTS: PRODUCT APPROVAL LISTING 160 MPH C PREPORMED CONTROL JOINT- ILAWM OF CONTROL JOINS Td W UEMD TIED TO LATH . S' Or- MAX (VERTJ• NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN P STUD EX16T6 ISETONP EXCEPT STAPLES IW %' LEG MAY DE USED TO TEMP. BEOUM CONTROL JOIN OURM6 INSTALLATION -- , FASTENERS TO BE SPACED-7 - T' Or- MAX VERTICALLY / j' THICK, 3 COAT CEMENT / \ PLASTER r U M LAYER 4, PORTPICER / EULDING PAPER APPROVED METAL LATH FASTENED 01' (VERTJ O.C. MAX AT StP VIlIft WRD LAYER % STUCCO WRAP WOOD 61EATWMG � M MAi ■rl LATH eNABE LL THROUGH JOINTS MIT DE STOPPED TIE p AT EACH 81DR. PER ASTM CIM3 PROVIDE 2X4FLAT MAXOGCING PLACED FLAT M6' TO 6' FROM CONTROL JOINT MEN \ CONTROL JOINT PALLS ON I. FASTENERS FOR LATH TO ISE HAILS 010 i / 6TRISCTUItAL STUD STAPLES IN COMPLIANCE UV ASTM CI06S 2. WIRE TIES TO BE (NO. IS) P0418' WM / S. BLOCKING $NOUN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER MAN I � I I Mi IN AI IN II�I�p O"M" TYPE CONTROL JOINT OLFOLD N4V@.R.4 ®"ao M. A 1 CP6ARB . R.0 A CIIYQ - Pr. C - Tr OL FOLD a61AlO . R, L OUM6-Pt6 FOLD 46 ® l F0.D 16IAIC - Pr. A 2 GPRAW - M.O a. CREAW . M. C a FORD Fr.O 016a Pr. 6 TILL M. C TOUCWN 6017014 new 46 MANW idNOC —T R T6HT ORAL FOLD. QQ Nm COT. bkm APPROVED EULDN6 WRAP 61 1. OE LAPPED A MINIMUM OF V . VERTICAL LAP'6 (ROLL 01106) 4 WO WOI162ONTAL LAPS. ALL BE" NEED TO ME TAPED WTH FORTIBER SEAT14MG TAPE // rnN LAr-r6r.L LArx \\ LATH VERTICAL LAP TO EE P It n-Tn I METAL LATH I WM LAYER -1, 4�VM STUCCO U4lAI- \ DUU.DLM6 PAMFORTPIEER/ / I JI PAPER LAP 8NOTE, OF METAL PLASTER SAW& SHALL BE 66CUIMD TO FRAMING MEMBERS, THEY 6 4ALL W TIED DETOM S16-PORTS WITH 0041e-IN. (171-MM) WM AT INTEWAL6 NOT MOM THAN V (221- MM1 AS PER ASTM CI063. ® KIC KO U T FOR PAIR OF TEARS M UMIS S, TE LAYERS, DETAIL MAY DE PATCHED UIIFIOUSE UIIRAP TAPE PER MANP. one, OR PEEL 4 STICK 3 COAT CEMENT aw"x W. T COAT A.TB4(erw ER 9, FORrIFOM PAPER (PRA-e ONLY) I" % RWAI mft*! car) a Q aaLDw ~ M RAW&Vr F MILIPS OR cm —sN awl N A&M III-IIT A.""[4 MITAL@ OETAL) —m ma TI-Hr GAL mmo OR .OLDER DD PAT aw a6TALL xlorarr AII 60RCM Q IOC 4 GALL NnR4.OTlOw 6WAT14MG PAPER 'W= COAT CEMENT METAL LATH UM LATER 4, FORTIFIBER BUILDING PAPER REED LAYER M, STUCCO MW- 6NEATHMG INSTALL FASTENERS (CLIPS; 6TR6P6, STAM SS) AS RE(iIIMD TO SECURE MPE/ WRE TO PRAMM AIRS LAYER R, FOR6RDER EUILOM PAPER METAL LATH VXW 6RLP-ADHEItlP17r MEMISRANE PLAS14MG OVER 4'x4' EELF-ADHERING MEMDRANE PLA6MIN01 OVER APPROVED HOUSE ~. PLA614M6 TO EXTEND ONTO IMPS PLASHMG OVER APPROVED HOUSE WRAP. lLA6NMG TO EXTEND ONTO MPE %' CONT. DEAD OF SEALANT INSTALL APPROVED HOU IMOOP AIR IMILTRATION EAIRRIER OVER GNFAT14MO ELASTOM MIt C COATING OVER 6TUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION EPER SECTION R7dMo *M„ Emmr a of WMIximmMplaow elwll comply with th. apph-ftn regWren-Ift of ASTM C 828-18E. Im Iabon of exterior latdN —Ii framing Stroll comply with ASTM C 1083-19., orASTM 1737. 4'x4' SELF -ADHERING MEMDRANE LL PL4814MG (COMPATIBLE UI/ HOUSE uOVER APPROVED HOUSE WRAP FLA6HPIG r0 P�CTEI•m aNrO MP6 I V OR LE66 MPE CUT AND OVERLAP ONE SIDE OF-" SELF -ADHERING MEPIBRAHE M A04MG STEP h WOOD SHEATHINGS OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) --J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) y; METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER R!]l7FAIIAI I 'REED t Z. S'XS' 'L' TYPE CONTINUOUS F GALV. METAL FLASHING z (NAIL TO ROOF DECNOT K, ;A� WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT / ROOF PER ELEVATIONS 5 "L" FLASHING. N.T.S. N.T.S. h�� LEGEND DRAINAGE PLANE (WRB LAYER 1*1, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO 61x6' SELF-ADIERING H'EI"IBRMIE PL46MM (CCMIPATIELE W/ HOUSE WRAP MATERIAL) OVER SELF -ADHERING ME BRAZE FLA6WM OVER APPROVED NOUN WRAP. PLASHMdt TO EXTEND ONTO MPE CAST MID OVERLAP ONE MDR OF SELF -ADHERING MEMBRANE RAWMG x—x—x—x MAY 0 5ELF-ADHE51VE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / A5TM C-841-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD OR �1/1611 ZIP WALL SHEATHING 114 i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 000332E MEN c c ikko 6 a eQ a Gwent. & LOT ABBOTT PARK LOT #5 BLK. #9 PROJECTS 04181.000-05091 MODEL' 4EBB "1828—CALI" GARAGE a1RNG: LEFT PAGE - WALL ASSEMBLY DETAILS 160 MPH E . C D � 5/05,121 aCAL.E: 1/4"=1'-0" 8*=T WA.1 BACKER ROD I I I I I I BACKER ROD —� I URS LAYER 01, BTII[Yn Itm -INSTALL W SELF -ADHERING h1EMDRANE FLASHING OVER TOP, SIDE(8) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BEe L BOTTOM, 2. SIDES, 3. TOP - VENT CAP 18 TO BE SET IN DED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS 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 SIDES, V CAULKING • JOINT ALL AROUND PER SECTION 03.7 EXtedor lathlna end plastering Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, orASTM 1787. ; HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRD LAYER n, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING WRB LAYER -1, STUCCO WRAP UPS LAYER -2, FORTIFIBER BUILDING PAPER WOOD - CONSTUCTION -METAL LATH a' cm VINYL CA9ING DEAD 6' RAISED BAND v' TO x• Mln.u�� �_ ew �r�een 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (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 R103.1.1 / A5TM C-841-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 77 V 6' SELF ADHESIVE WOOD CONSTRUCTION OVER TOP t SIDES SELF WOOD SHEATHING FLASHING WRB LAYER al, UNIT STUCCO WRAP PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) WRB LAYER 02, FORTIFIBER BUILDING PAPER SOP t S DES 11' THICK, 3 COAT CEMENT PLASTER 0DRYER VENT (BLOCK) Ya' TO Ya' MID -WALL WEEP SCREED WOOD CONSTRUCTION 6' SELF-ADHESIVE FLASHING V CM � BUILDING PAPER WOOD FRAMED OVER 'QUICK FLASH' r — — — WALL HORIZONTAL WEEP SCREED PIPE THROUGH , a WALL ( FRAME TO FRAME. 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECBJ BUILDING PAPER - UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.B. ELEC. METEI VERIFY LO STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I —ELEC. METER FIELD VERIFY LOCATION 1 APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT NG PRIOR TO INSTALLIELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLENDFOAM C'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCHR COAT LAGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER N, STUCCO WRAP WOOD SHEATHIr 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 STEP #3 WOOD SHEATHING MM LAYER -1, STUCCO WRAP UFO LAYER R, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD OTR1CTtRAL MEMBER • V Or- MAX JG' TOIi' MID-UWLL nero •nsm 6' WIDE STRIP SELF ADHESIVE PLASHING, CLEAN MA00NRY BEFORE APPLYNG WRB LAYER "I, STUCCO WRAP 9 APPLY 6 MIN SEMBRANEFLA GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEW¢AP WRB LAYER 02, FORTIP15ER MUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 1 o STEP #5 STEP No nELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH:407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 J H a 4 kmk 6 m atJSDIv. ac IN ABBOTT PARK LOT #5 BLK. #9 PROJECT# 04181.000-05091 HODELa 4EBB "1828-CALI" GARAGE SWING: LEFT PAOE: WALL ASSEMBLY DETAILS 160 UPH FA. C n 1: T<iY�i PRINT 5/05/21 DATE BtcAL.E: 1/4"=V-0" SHE TE�TT dd A2 WOOD SHEATHING WRB LAYER h, STUCCO WRAP WOOD WRB LAYER -2, FORTIFIBER CONSTRICTION BUILDING PAPER ii HAT CHANNEL i' THICK, 3 COAT CEMENT TYPE 'X' DRYWALL PLASTER 6' BAR A TOP OF WEEP SCRIBED TO SHEATHING BEHIND WEEP SCREED 10 SHEATHING `\ �A' POSITIVE DRAIN WRS LAYER M, STUCCO WRAP ,' THICK, 3 COAT CEMENT PLASTER �` — r `� ' FL GWING. WRAPPED FLASHING WRAPPED o TOP OF WEEP SCREED TO SHEATHMG BELOW ' R WRB LAYER M, STUCCO WRAP •=�' '� � ' y; WRB LAYER'2, FORTIFIBER i R BUILDING PAPER 6' SELF-AD14EREIN5x WRB LAYER 9, � / FLASHING, WRAPPED STUCCO WRAP AMICO AM66-11FWC-180 CUSTOM CA1311'ii BEAD Y u 4' I IICFP • CORNER O° CANTILEVER POSITIVE DRAM NrOC6r] NO GAP IN FIELD — ISFIOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD DTL. ® CANT. OrALE.1112'.I,-0' EXT. W xv 19R,4MED WALL SM-FLOOR DECKING PRE-ENG'D TRUSS WEATHER REIETBARRR WEATHER RESISTIVE. BARRIER •2 �C 3 COAT CEMENT METAL LATH WOOD SHEAT14M (SHOM FOR CLARIFICATION, SEPARATE ACCESSORIES ONL I EXTERIOR GRADE ri GAP FOR BACKER DRY WALL ROD 4 SEALANT— P T141 ER3 COAT CEMENT VNYL CASNG BEAD VMTL QQmbcIlBEAD -vNYL C.AGW. mffAD WATER PROOFING LAYER [2 LAYER PEE 3 STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. PEEL STICK) METAL DRIP EDGE � �— SET M FULL BED OF STICKPEEL N _ M1`I JM I \ SEALANT, O MIN STICK • DRIP SPACE FROM DRIP EDGE TO PACE TO TREX DECK V GAP FOR BACKER NOTE: 11i xl �: P.T. OR SIMULATED ROD N SEALANT METAL LATH: LATH TO BE PER SECTION SX)FILLER 11°�"D R-103.1.1 / A5TM C-641-14a, MIN. 2.5 L55. AIR RPaHELN ` IEWEATHER RESISTIVE PER 5Q. YARD (UTILITY OR NOMINAL STICK) WRAPPEDDECK FROM BALCONY DECK TO WEATHER RESISTIVE BARRIER 4 CANTILEVER LATH ROES NOT MEET SPECIFICATIONS) 6' PEEL 4 STICK • DRIP EDGE TO DECK DECK MEMBRANE, SUB FLOOR EXTEND OVER DRIP EDGE WOOD CONSTRUCTION ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE - SET IN PULL BED OF WEATHER RESISTIVE I lf'XI ' P.T. OR SIMULATE SEALANT,)P MN BARRIER 01 WOOD (TREX) FILLER SPACE FROM DRIP 3/4 RESILIENT NAT CHANNEL WEATHER RESISTIVE BARRIER -2 Yi GAP FOR DACKE Y4' GAP FOR PACE TO TREX VINYL CASING BEAD ROD 4 SEALANT WATER PROOFING lot FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 VINYL CASING BEAD i' THICK 3 COAT CEMENT PEEL N STICK) 1/4 RESILIENT STICK) WRAPPED FROM BALCONY DECK TO PLASTER HAT CHANNEL CANTILEVER COAT CEMENT S/8' TYPE 'X' DRYWALL METAL LATH I��LTHA0TER9 W/TEXTURED t PAINTED WOOD SHEATHING, METAL LATH FINISH S/8' TYPE 'X' ORYWALL WOOD SHEATHING THICK, 3 COAT CEMENT (2) 2x12 HEADER WOTEX URED 4 PAINTED WEATHER RESISTIVE BARRIER � PLASTER FINISH WEATHER RESISTIVE i' THICK 3 COAT CEMENT BARRIER 4 VINYL CORNER BEAD 4' POSITIVE DRAIN aEEP SCREED PLASTER 4' POSITIVE DRAM i.PEP McEED VINYL CASING BEAD GAP IN FIELD I .SHAD (S GAP O PELD (S410UN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) SEPARATE ACCESSORIES ONLY) O11 D DRIP EDGE BALCONY DRIP 11 EDGE INSTALLATION INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PANTED FINISH }' THICK 3 COAT CEMENT PLASTER WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE BARRIER 'Q J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @MIa--ZDGE INSTALLATION 7L" SHEATHING BATHER RESISTIVE AR\RIER'1 FATHER RESISTIVE ARRIER Q SAP. \ -EEL 4 STING i )b'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT.).' MIN. SPACE FROM DRIP PACE TO TREX WEATHER RESISTIVE BARRIER h WEATHER RESISTIVE BARRIER 7 Al EXTERIOR COLUMN ` COLUMN SHEATHING Ior[!_1J1910C 6' SAP. \PEEL 4 STICK 1Jfi'x3"L'FLASHING; DRAINAGE PLANE (WR5 ®B FLOOR IN Fug EMBCEMENT LATER "I, STUCCO WRAP) I K' X 3' 26 GA GAL V. METAL DRIP EDGE WR5 LAYER 02 (FORTIFI5ER - - - - - I NXI N P.T. OR SIMwLATED SET IN FULL BED OF Se��T'VMIN. 5UILDING PAPER) �(TWX)FLLER, NUOUS SPACE PROM DRIP r: GAP FOR SEALANT FACE TO TREX VINYL CASING aEAD METAL LATH x—x—x—x OPT. BACKER ROD. WATER PROOFING 4t MODIFIED W LAYER (2 LAYER PEEL N STUCCO 9/4 RESILIENT HAT CHANNEL STICK) WRAPPED FROM BALCONY DECK TO VINYL GASRN CANTILEVER WOOD OR -1/1(o' ZIP WALL i' THICK 3 COAT CEMENT PLASTER SHEATHING S/8' TYPE 'X' DRYWALL METAL LATH WREXTURED N PAINTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — FINIBH J' THICK, 3 COAT CEMENT 4' POSITIVE DRAIN WEEP OCREED PLASTER VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (W/"L" FLASHING) ------- SCALE. NTS WOOD SHEATHING WR5 LAYER h, STUCCO WRAP ' 2x FRAMNG MEMBER T i' THICK 3 COAT CEMENT :..2 WOOD SHEATHING PLASTER WR5 LAYER 7, FORTIP15ER "2 2 IR CQQNEBBEAD BUILDING PAPER R FASTENED TO SHEATHING ! WR5 LAYER 01, .., . # a •':s: ; .: C • T' O.C. MAX METAL LATH 1 STUCCO WRAP s' WRB LAYER -1, i' THICK, 3 COAT CEMENT i WRB LAYER 02, FORTIF15ER STUCCO WRAP PLASTER I EbtJILDING PAPER WOOD SHEATHING - 6'SELF-ADHERING `'; METAL LATH - METAL LATH FLASHING r 4 J' THICK, 3 COAT CEMENT WRS LAYER -2, FORTIFIBER BUILDING PAPER (EXPLODED IEW FOR PLASTER .I R RI CLATY) 14A CORNER BEAD ® FRAME DRIP GAP WINDOW FLANGE 2 1/2" 4- CORNER BEAD (FASTENER A SPACING B l' OC.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD (6) BLOCK WR8-LAYER P, STUGG�WRAP WR5 LAYER 4, FOWIP15ER BUILDING PAPER METAL LATH ]' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP ------— WINDOW FLANGE 15B CASING BEAD 0 WINDOW ( FRAME, NO BAND 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.a bdealgngroup.com AA M: 0003325 OWN OUDDIV. 8. LOT ABBOTT PARK LOT ##5 BLK. ##9 PROJECT# 04181.000-05091 MODEL: 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS %160,4PH EIT. C Yi GAP TYP J' THICK, 3 COAT CEMENT WOOD SHEATHING CA6ING BEAD PLASTER IX TRIM MEMBER TO TRIM METAL LATH � WRB LAYER 01, A STUCCO TO STUCCO WRAP SIDING TRANSITION WRB LAYER 12, FORTIFIDER WOOD SHEATHING BUILDING PAPER 91DING WOOD SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER 01, STUCCO WRAP METAL LATH i THICK 3 COAT CEMENT I WRB LAYER 02, FORTIF15ER SWRAP WRB LAYER STucco WRAP PLASTER — t BUILDING PAPER &'SELF -ADHERING METAL LATH CASING BEAD FLASHING -I" THICK, 3 COAT CEMENT &' SELF-ADHEREING VINYL ANGLED "(EXPLODED 8 FLASHING OR PEEL 4 STICK CASING BEAD VIE PLASTER SIDING TO STUCCO t CLARITY)) CLARITY) CASING BEAD 18 DRIP CAP (CROSS SECTION) WINDOW FLANGE WIRE, LAYER fl, STUCCO WRAP VINYL NGLED ` TMCT1ON BEAD ewooYo� BASING ; . F d WOOD SIEATWMG I �SISrIVE WIRE, LAYER 4, FORTIFIBER D�A#gtM BUILDIN PAPER �\ SAWERI�peISTTve ���� METAL LATH .�j: x�Y srDMr. 6.nGELF RING COAT CEMENT PLASTER3 ID ATHERFINaeTIVE &'SELF -ADHERING STARTER STRIP B�AICIS�ER RESISTIVE FLASHING ORI � RAUx+lLPi+o�'RroN° GALVV PETAL GALVO �TAJ. • ' FLAGNING DRIP GAP Z' FLASFIING Iulaoc4TwAl R WINDOW FLANGE CASING BEAD C9) WINDOW % 6'&MII�ATED TRIM (FRAME, W/BAND) WCAULKIND t0—RAPPROVED `�GAP15C \ ' GEALANT ` ', OEBQ SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION METAL LATH NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 80. YARD (UTILITY OR NOMINAL NAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER i BEYOND tRJerl°N BUILDING PAPER i WRB LAYER 01, WOOD °" A REGIN 1 RE81STive THICK 3 COAT CEMENT I STUCCO WRAP MER DAIlRIER'1 S / PLASTER I WEATHER�SISTNE WRB LAYER 02, FORTIFIBER x�`K� 9(.'LAP SIDING I VINYL ANGLED i 51.1 ING PAPER I\ CASING BEAD Srr�RMPLA*W METAL LATH VINYL CASING BEAD STARTER STRIP J' THICK, 3 COAT CEMENT I I ,; (EXPLODED VIEW FOR PLASTER CLARITY) GGALV�� /�' D�41ATW I •x,6H A D aFM7. ` E•Z MAD VnlYL CA&M mew FLEXIOLE PVC BACKER ROD) CASING BEAD ® RAISED+`^ "E""°71 SCALE: I I/2' • I' -0' WEATHER RESISTIVE OAI MMIt a LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — • — — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/I6' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER &' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY ------------------ -------------------------- ----------------------------------------------- Y4' GAP TYP THICK 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW � METAL LATH WINDOW FRAME WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING •• SELF-ADIERIN3 � WEATHER RESISTIVE I •. \ BARRIER h TO LAP \ i• Md1 ABOVE TOP i \ OF 7' PLAS14M "-rLLIATFIER RESISTIVE BARRIER I WEATHER RESISTIVE ' WRB LAYER 01, / 50WER Q I STUCCO WRAP / I �. tiY�� I &' WIDE PEEL 4 STICK an OVER FLANGE i WINDOW FLANGE I E-2 BEAD VINYL CASING (Wl%* FLEXIBLE PVC BACKER ROD) 2X FRAMING NJLTW MEMBER MEMBER -APPLY FULL BED OF SEALANT BETWEEN M1#RM6 FLANGE 4 BUILDING WRAP WEAtNER RESISTIVE BARRIER (WW4' FLEXIBLE PVO BACKER ROD) SIDING TO STUCCO \-WEA"RRESISTIvr ® FRAME TO FRAME BARRIER a 19 TRANSITION BUILDING WRAP EZ BEAD WINDOW 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX, 407-7744078 www.abdesigngroup.com 6 AA #: 0003326 j 8tn3DIV ae LOT: ABBOTT PARK LOT #5 BLK. #9 PROJECT* 04181.000-05091 MODEL: 4EBB "1828—CAU" GARAGE SITING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 1 WXNO A, ----------------- AR NO 93723 DIUNT ATE: 5/05/21 SCALE: 1/4"-1'-0" CASING SKEET WA4 AVALAWA� l0aIIWLD SE TA N IN KEEPING THE VENTPROPERLY I', e' AND iP ALIGNED. VEIN %PE 188EALE0IF UiiLIEEO. NNL IN PLACE 8IQ1MI IN /'OPLVAMTJ:O USING 1.1H' NN4R AT FA(21 CORNER. R00%NG CEMEM �T� SNOUID 8E APPLIED TO ALL SMNGIE EDGES NEAR THE WTER EDGE ANDANOUTAI THE EMIRS PERNETER A6 CUf IXRTIE OODSENEp(VEM OPENING IN 111E ROOF RECOMMEM8G INNEVERE VIFATXER COASTAL SHFAT�THGIN AIX.VROANCEWTHTME CHSWNINNTiEEVENTAMMCHFANIS CONBRCTON i0E3. ED VENT 81TP ANUFA OP-S F, INACONNE- EPATH VEIN FAN MANUFACTURE'S %PING CGNNECTON INSTRLGTONS. DO NOTCH INTO TOR RAPIERS VMEN CUTTING 111E OPEMNO IN 111E ROOF. 1 RTERFERING NAILS PERIMETER MEMN S THE "LTE PEPoME%TNT L THE FLAT TO THE TWIT THENAILING SLIM OF TiE VEIN lAV3 FLAT TO THE ROOF SHEATHING. 9lIOE THE TOP AND SIDEOWTHEDO THEVEINUPAND UNDER VEIN FIAKKiEB TO LAY ON L BNNTM OFL ESHI GLE&OIA THE TOP OF THE SHINGLES. -IY— ROOF HOOD VENT DETAIL . NTO TRE'S'ORAIILT — POLD-fr SEGSE AP mouem (OAS Q7( IIDIlSCURAl TUCK RAP UlW D AT AS' ANSLE IL LEAD MOOFIED 11' CUT T N NOUSEWIEAP LINE OF WINDOW WNOWI FOLD IN AT JWousEutop WO STUD WALL SLOPE SILL RD. TO EXTERIOR —� \ A STEP 1 STEP 2 INSTALL 6— SELF-ADIERNG ILAGWM OVER NA0.Na 144Sm JAI ES BELOW PLASMNMENn V 1' BELOW ELL\7/\ FLEXIBLE PLMMNO DO NOT SEAL BOTTOM -� PIN STEP 6 STEP 7 ASPHALT PLASTC MME MOLDED ARWND BABE PIPE AND OVER FLANGE ALIGN RASIIMG W/ NT, EDGE OF SILL MO. MECHANICALLY PASTM PANED EDGM (CAP NAILS, STAPLES) INSTALL OUPONT PLmwRAP AS TN FLASHING AT THE POW HOI1SmYMfAP DOAN E TAPE OfAQCNAL OUT 4 ACROSS LEAD OF WINDOW PLUMBING VENT DETAILS STEP 8 INSTALL V WIDm AOMESWE - ELACKED PLEXIISLE PLASHING MATERIAL OVER DRP CAP JOINT (IMBOTECTO-WI &W IST-20IL a EGWW) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS �BMNGLEBTRIMMED FRGM vauev CENTERLINE ROOF VALLEY DETAIL 6CLALS!, APTLY CSI IOU (O a-, A. I SEALANT . FLUID APPLIED PLASMN6 (LAlOO WMATE-SEAL RCM OR ISCIU1Lx SLOPE ELL TO EX IT 1 THIS CONTACTORO RESPONSIBILTT TO VERIFY TIME COMPATIEILITY OF ALL PRODUCTS INCLUDING NOUSEYRAP, SEALANTS N SELF-ACI- R M-46MM MATERIALS USED CLASSES CONSTRUCTION 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIRCATIONS SEALANTS MAY REACT ADVERSELY F NOT C4"ATISLE FCLEA,N, AND SEAL JAMS TO SILL JOINTS WITH ISE FOLLOWING COMPLETION OF IOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTM61ON BELOW TINE WINDOW OPENING Wmi SEAL INTERIOR PERIMETER OF WIND7WIT SEALANT EQM L IT 16 THE CONTAGTCM loNF4 NSIOILTY TO VERIFY TIE COMPATISLIL" OF ALL PRODUCTS NCLLDNG SEALANTS E SELP-ADFlMES ILASMNSI MATERIALS LSED DURING CONSTRUCTIOL 1 PLASMSES AT EXTERIORS UMDOWS AND DOOR OFENNm SHALL DE INSTALLED IN ACCORDANCE WITH MAN FACTURER'S IN INSTRUCTIONS AND APPSOVED METHOD U OF PEC RTOSA 1.1 IN WITH PENMTRATION MAMR-ACTUMIWS INSTALLATION AID PLAGWM NSTRUCTIONS, SIERNl�L SEALARS MAY REACT ADVERSCLT IF WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH:407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA IS: 0003325 J ` F y F 4 mm 6 :o ABBOTT PARK LOT #5 BLK. #9 PROJECT# 04181.000-05091 MODELA 4EBB "1828—CALILI GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 1 I I F-- I I I 1 1 / •' :`; / \ FM18M 0 WOOD,.- - - - -�--- - j00 � i � 2x6 SUB-BANb FINISH CMU x � : ,• . 7 x4' NOTCH • METAL LATH x x x x x x x x - - — END, WRAPPED IN PEEL t STICK METAL FASCIA ILRAP WO SHEATHING OR cm x x x x x x _ WRD LAYER h, x x x x x x I — DRIP EDGE 1�\ STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x --_.. - - -- "1/8' I� WRB LAYER -2, FORTIFIBER BUILDING PAPER x x x x x x x x x x x x x FRAME OR CMU 1!8" TEXTURED FINISH WOOD �� 2X6 am eNVD ____ cFRahE ONLY) ` CEMENT "-' x x x x x x x x x x x x x , x x x x x x x x x x x FELT PAPER I I/8 1/2' TEXTURED x x x x x x x x x x -� 1 FINISH a CMU �� % DRIP EDGE x x x x x x x x x x DRIP EDGE —METAL WRAP Y8 FROM \\� ©F'L�AN B MErAL Kiuc our x x x x x x x x xxXxx (REFERENCE FOR WAPOIN I , I f STUCCO, I' FROM WOOD WALL ; - " ,,,- SET OF COMPONENTS) -------- -- ---- -- is V I EXTERIOR WALL / (FRAME OR CMU) \� - METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF —" DRIP EDGE \� '.� NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED 2x SUB -BAND FOR CLARITY W/I�'x4' NOTCH a END, WRAPPED IN 10 ROOF DECK (BEYOND) PEEL a STICK \\` *ROOF CEMENT a DRIP EDGE, I' OFF WALL F EDGE NOT INTO STUCCO) OMITTED FOR \� 1 11/8' TEXTURED FINISH a CLARITY WOOD, I/2' TEXTURED SUB BAND DETAIL Cam? WALL FINISH a CMU / / 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL a STICK ®E L E U,4 T I ON I' METAL FASCIA WRAP OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS (V-8' O.C. MAX. 2x SUB -BAND W/1J 'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0 WALL W/KICK—OUT �ME OR CMU .L KICK -OUT FLASHING T 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/%'x4' NOTCH a END, WRAPPED IN PEEL s STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 44 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407.774.8078 FAX: 407-7744078 wwwsbdesigngroup.com AA #: 0003328 64 m "mill, aunDIV & TAT: ABBOTT PARK LOT #5 BLK. #9 PROJECT* 04181.000-05091 moDEtt 4EBB "1828-CAU" GARAGE awING: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXR C 1 L*j a � 5/05/21 aoAm. 1/4"=1'-0" 9*l=T VV A6 90 z OiL 28'-8" 3'4" 15'-10" 9'-6" 9,_8„-4" 3,$" 36,4" Q 0. TOP O SLAB io FM-12X16 xSLABiI :L4"V— `\\ \\\\ EXTENt) FM-12X18 I 4" PVC \1y�CHASE SLAB 1 1/2" 1A I `\ \ TOP OFF SLAB I Ix `\1 `\\\ N I2 \\ 1 lL \ L---- TE1 -- I 4:5 1/2" a"-e" ,r-a" r I 30 5 I 1.1 I I If w a N Ig I I. SIM. EXTEND 1 2 to SLAB 11/2" -- 1.1 FM-12X18 �w ri 4" CONC.— SLAB I ' �O w I SIM. 5 1/' 3,_5„ 1 I ly-3 i/2" I to +-71/2" ,A 2 b _J ,., aQ 1.1 .1 A 1 1A 1 FMC-12XIB FM-12X18 FMC-12X18 4 0 L 1.1 1.1 — FM-12X18 1.1 J 4 2'-8" 16'-0" 2'-8" 4 4'4" 3'-10" 10'-2" 21'.4" 39'-8" FOUNDATION PLAN SCALE: 1/4" - V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +44'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION w0'-0", SEE SURVEY PLOT FOR NAVO. 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. 8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I l.OINDICATES #5 BAR, OINDICATES #6 BAR,WNDICATES #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 46 BAR DIAMETERS (#5 = X', #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2.000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm - 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER § OF SLAB SUPPORTED T-W O/C MAX. SEE PLAN FOR VWUM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF, REMARKS 6x6 W I A.W1.4 OVER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3U' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOPREINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10' - s (+)a'-0" FM-12xl2 12' CONTINUOUS 12" - (2)05's FM-12xl8 17' CONTINUOUS 18' - (2) #5s - (+)O'1P FM-l6xl8 16" CONTINUOUS 18' - O 9 s FMC-12x1B 12" CONTINUOUS 18" - 8 VARIES F-24x24 24" 2W' MAY 144i N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com L AA #: 0003325 A Z ib ib b ]_LL BtMDIV. & LOT ABBOTT PARK LOT #5 BLK. #9 PROJECT# 04181.000-05091 MODElu 4EBB "1828-CALI" GARAGE 9WING: LEFT PAGE: FOUNDATION PLAN 160 MPH M. C 2021 F-PRINTDATW. 5/05/21 SCALE: 1 /4"=1'- 0" elfrin C1 3W MIN. EACH WAY N MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED } I, STEEL REINFORCING IN GROUTED c . ° CELL SEE PLAN FOR SIZE AND 4 d CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTSGARAGE SPACING REQUIREMENTS Q DOOR mQQ f7] W 4 w W RECESS U J Q V a ° FM g J7 N - Z 8"CMU WALL OW 6' CMU WALL I . CORNER BARS, SAME SIZE AS LARGER BAR I W W 19.O m Z dS +- 0-0" , .1 IN FOUNDATION WITH 30" LEG EACH "-111 d W U U +- V-0,, TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I ..,v a SO THAT THE STEEL REINF. IS CONTINUOUS t0 TOP OF SLAB /, .. • ° I MATCH AMOUNT OF CONTINUOUS BARS CURB FOR SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. EXT. PORCH SLAB 4' CHAMFER (1STORY) ° #3 19, SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLABER ° TBAR ° v. . 'ILL CONTINUOUS STEEL MONOLITHICUNITS FOOTING REINFORCEMENT SEE SCHEDULE MASONRY " 7p. AT ELEV: W/1/Z'ISOLATION 6"CHAMFER (2STORY) JOINT (WHERE . .,< #4 24" (1STORY) W/ 1/2" ISOLATIONER (2STORY)JOINT(WHERE 0'-0" APPLICABLE) Z SEE SCHEDULE 30'DULE APPLICABLE) ZAR WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXO, BAR SIZE #6 36 SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY ANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 4T N MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE O�TEXR E: 34"=1'� 2 @ GARAGE SCALE:3W4 1'4' 3 CORNER BARS DETAIL DOOR OPENING ? (1) #5 REBAR VERTICALLY W/ CONC. f U POURED CELL Q R 1,117FI IF 8" CMU LAP TOP PLATE A MIN. OF 49' y IA lit AND NAIL W/ 16d COMMON ¢ #4 REBAR (924" O.C. C CENTER OF NAILS, 2-ROWS, 4" 0/C BTM. VERIFY HEIGHT Wm gFII.F SLAB LAP TO OCCUR OVER STUD - OF WALL W/ PLAN C W W 2x4 OR 2(6 WOOD BEARING PROVIDE BLOCKING O WALL W/ SYP x'U I 2" CAPPED > U NEW REINF. BAR O a No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ GALVANIZED PIPE SECURED W/ 2- PART g SPACING. SINGLE BTM. PLATE 1/Yk9" WEDGE ANCHOR W/ 2" W/FLANGE ® BASE EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH • - Q UNO < — PLATE EPDXY 5-10EMBED. MIN. 0 16' OC 19 i+/ = K SPLLOW ALLLIONS FOR SIMPSON SPH4 SPH6 MAX. 4" GONG, REINF. W/ < USE AND I LA BTM AND TOP PLATE 6 MI #t0 W ET ON S to 6-MIL POLY ETHYLENE SECURE FLANGE TO H m PREPARATION OF O 4 ANCHORS W/10tlx 112" COMMON NAILS FILL ALL C0 W VAPOR BARRIER ON SLAB W/(4),/4" X 21/4" HOLE. Z /n HOLES, DO NOT USE 10d W W -0" WELL -COMPACTED TAPCONS W 3" SEE SLAB SCHEDULE CLEAN FILL TERMITER.— 111 TREATMENTx I SHALL BE BORALARE OP TOF SLAB • ,P : I (2) CONT. #4 REBAR 4" CHAMFER (1STORY) - • < f 6'CHAMFER (2-STORY)• q�- ° (2) 05 REBAR ON CHAIRS . • < • • e Z K 2,000 PSF VIRGIN SOIL OR 95% 12'• MIN. DEPTH INTO EQ. EQ. EE SCHEDULE > VIRGIN OR ENGINEERED SOIL COMPACTED SOIL p SLAB HEIGHT LESS THAN 3'-6" U PER PLAN J BOLLARD ADDING BAR TO FOR WxD, BAR SIZE AND BAR QUANTITY EXTERIOR MONO DEEP SCALE: 3l4"=1'-(Y' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL c V 6DALE:34"=1-0' (W/UPLIFT} FOOTING W/ BLOCK WALL SCALE 3/4"=V- 1A SCALE: 34"=1'-0" LAP TOP PLATE A MIN, OF 49' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON NAILS, 2-ROWS, IV O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z WALL W/ SYP No 2 STUDS SEE 2x4 OR 26 W000 BEARING PROVIDE BLOCKING PLANS FOR SPACING, SINGLE BTM. PLATE TO BE PT, WALL WI SYP No 2 STUDS SEE PROVIDE DBL TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO O > C. SLAB W/tOd MASONRY BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL W NAIL i6" O/C STAGGERED. ADDITIONAL METAL 16" O/C STAGGERED. ADDITIONAL METAL U CONNECTORS NOT CONNECTORS NOT N REQUIRED WHEN NO REQUIRED WHEN NO O 8•' CMU WALL W UPLIFT IS PRESENT. UPLIFT IS PRESENT. 2 +- 0'-0" LINTELPOURED CONTYP.JT. P ) 8 CMU FILLED CELL .I �F-��� - TOP OF SLAB SEE SLAB SCHEDULE Q SEE SLAB SCHEDULE ?X WALL FRAMING 1GR SEE SLAB SCHEDULE 1/7• DIA. SIMPSON STB2 BOLTS 5" TOP OF SLAB -_*.. Z ? s MINIMUM EMBEDMENT INTO TOP OF SLAB -q• "ISOLATED" COLUMN PAD OUTED CELL, 4" FROM ENDS AND m CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX . POURED MONOLITHICALLY WITH • y * • -�— FOUNDATION AND SLAB e411 `s SEE SCHEDULE 'g SEE SCHEDULE . / WxD, R SIZE EQ. EQ. _--SEE SCHEDULE FOR MD, BAR SIZE ✓ AND BAR QOR UANTITY FOR WxD, BAR SIZE AND BAR QUANTITY /II.. (� I '-LH1 AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION 8 scALE:34"=ra' (NO UPLIFT) 9 scALE:3a"=ra' (NO UPLIFT) '" SCALE 3/4•'=l'-0" 11 SCALE:3/4"=1'-0' 1 N, RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-774.4078 wwwAbdesigngroup•com AA #: 0003325 Z O �O aUDDiv ag LOT: 14 ABBOTT PARK LOT #5 BLK. #9 PROJZCT# 04181.000-05091 MODZL• 4EBB "1828—CALI" GARAGE awsxa: LEFT PAGE; DETAILS 160 MPH EXP. C DRmT A 5/05/21 aHZZT S1.1A DOWEL PLAN SCALE: 1/4" = V-0" I Ni RONALD REAGAN 8l LONGWOOD,FL32750 PH: 407-774,6078 FAX 407-774-4078 www.abdeslgngroup.com AA#:0003325 O b b aUNDly. eg LOT: 014 ABBOTT PARK LOT #5 BLK. #9 PROJECT* 04181.000-05091 MODEL: 4EBB "1828-CALI" GARAGE awiNG: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C Dom'`' 5/05/21 aCALE: 1/4"=1'-0" aHEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. Z tV a. • I a. � CLEAN OUT REQUIRED Q ' FOR INSPECTION 4 TIETVERTICAL REBAR �, • a • TO HORIZONTAL RESAR W/ 10" HOOK BAR SIZEI 48 BAR DIA a #3 18" #4 24" U # 5 30" #6 36' #7 42' HORIZONTAUVERTICAL D REINFORCING SCALE: 314"=1'-0" Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q SPACING REQUIREMENTS W U U �O Z 8" 'MU WALL SLAB SCHEDULE SEE SLAB SCHEDULE EXT. PORCH SLAB W/ lfZ' ISOLATION 6' CHAMFER (2STORY) ��4'.CHAMFER(1STORY) JOINT (WHERE APPLICABLE) MATCH STEEL 6" PVC CHASE i REINFORCEMENT THRU FOOTING ^ PER SCHEDULE SEE SCHEDULE FOR WxD BAR SIZE = BAR SIZE 48 BAR DIA WO #3 1&, U #4 24' #6 30" #6 36" #7 1 47' AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 314"=1-0" 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE #5 BARS E 8" so zo z CMU UNIT DIMENSIONS ARE NOMINAL SIZES O MASONRY SYMBOLS 3 SCALE: 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX 407-774-4078 www.abdesigngroup.com ` AA #: 0003325 J j 1il sxmDIv. as WT: ABBOTT PARK LOT #5 BLK. #9 PROJECT# 04181.000-05091 MODE 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: DETAILS 160 MPH EXP. C 7 DATE:5/05/21 >sCAL.E: 1/4"=V-0" SHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" 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 (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT) X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE ZRUM INDICATES OPENING BELOW / T.O.B. = TOP OF SEAM / 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 fc (mil) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. I TOP MID SIZE SPACING B81 MASONRY 3000 1 8xe (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES L--------------- A ------------J L---------- L--------- j 8F16 MIN.-1T/0M/lB 17'4" BTM. OF LINTEL ® 7'-O" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" =1'-0" 11 N. RONALD REAGAN St LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdealgngroup.wm AA M: 0003325 4 e W O � 6 a SURDIV. & IAT: ABBOTT PARK LOT #5 BLK. #9 PROJECT# 04181,000-05091 MOD23U 4EBB "1828-CALI" GARAGE 8WIIJG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C 07 DRAT�E.. 5/05/21 SCALE: 1/4"=1'—O" SKEET s� #5 CORNER BAR WI 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W! 10' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-U' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 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. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP, T i�(/ OF �- F=FILLEDWl GROUT U =UNFILLED NOMINAL WIDTHBEAM # OF #5'S, IN 2ND BOND COURSE F.� �o T/1 � /c B �16-1 I L HEIGHT # OF #518, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX- 1TA M/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM AND XFXX-1T/OM,OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - iTH M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW-1 F PRE -CAST .3 1w" WINDOW i SILL SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/7'=l'-O" TYP SSS' BON BOND BEAM 1#5 TYR "16" '1O BONDBEAM r-,.' 1#5 �g � BX16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W1(1)#5 BAR .y_ BOND BEAM GROUT SOLID FROM T P LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 SX8 PRE -CAST CONCRETE LENGTH OFIBAR WIDTH OF MASONRY OPENING-2• BEAM DESIGNATION OR n 8X8 PRE -CAST CONCRETE G SCALE. LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS T— . PRECAST HEADER(MIN) 20 (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 216 (MIN 2 X 3) 23116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2X 3)23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK. EA. END EMBEDMENT OSS SHEATHING WALL ARCHWAY FRAMING DETAILS 5 scALE: 3ra" • 1'-0" I - SINGLE #5 CORNER BAR, 3OX30 TURNED UP EL REINF. OF OR TURNED DOWN INTO STE FILLED CELL BOND. BEAM PRAT EOVACH SIDE #5 BAR STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGE IN 7 ELEVATION OF BOND BEAM 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.0078 FAX: 407-774.4078 www.abdealgngroup.com L AA #: 0003325 A i d R C aysaiv re LOT: ABBOTT PARK LOT #5 BLK. #9 PROJECT 04181.000-05091 MODEU 4EBB "1828—CALL" GARAGE SQIMG: LEFT PAGE: DETAILS U60 MPH E JC DRINT APE: 5/05/21 BCALX: 1/4"=1'-0" SMICET S2.1A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BU8 W-0 e-1r 1T 1Troe 1TroB -1rwB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8.1T e/t81T eno 1r 8N14 1T 8/281r 8/�-1T W18 e-rrn MI 1TI trn 1T11 W2r e115-2r 9rW V24-2T en5-rr 5r32.2T 3'$" PRECAST 1438 9n 3114 4217 5321 6428 7531 3'$' PRECAST 689 1024 3'$" PRECAST is" 3524 4394 sm 6132 7001 24e5 81t3 8395 noe 90.91 10000 15" 3524 4394 52e9 8132 7001 V-0° PRECAST t065 700 2305 3125 3945 4705 5587 4'-0" PRECAST 514 763 4'4r PRECAST 1353 3000 3815 4570 5325 8079 1961 6113 7102 8524 7627 8751 1363 3060 3815 4570 5325 6079 4'4" PRECAST 819 533 1770 2400 3033 36M 4300 4'•6" PRECAST 398 591 V-6" PRECAST 12D7 2582 3375 4043 4711 5379 1625 5743 7547 6752 W41 7W5 1207 2707 3375 4043 4711 5379 5�4" PRECAST 931 1247 1999 2560 3123 3eN 4249 5'4' PRECAST 411 411 5' 4' PRECAST 1016 18M 2374 2944 3513 4064 1319 4480 7196 7342 6780 1016 2276 28M 3399 3961 4W4 5-10" PRECAST 817 1024 1831 2D90 25W 3009 3470548 PRECAST 340 339 5'-10' PRECAST 909 1499 1971 2443 2015 3387 1161 3893 5877 6036 8 Gm on 2080 2693 3107 362D 4133 6$" PRECAST 692 1139 3227 3031E98 3707 4383 5061 B$" PRECAST 410 721 8 8'" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4 7054 t0DD0 8925 835 1868 2329 2790 3251 3712 7'$" PRECAST 570 938 2498 22D5 26N 3191 9685 7'$" PRECAST 303 534 T$" PRECAST 716 900 1181 14C 1743 2025 938 240 34M 4ee4 7W 8472 727 1624 2025 2426 2827 3228 9'-4' PRECAST 428 03 1593 2204 MI2s1s MI 9 r1° PRECAST 192 384 9 �" PRECAST 454 566 767 9W 1120 1310 639 1674 2298 3081 4099 4899 572 1316 1843 19N 2184 2619 10'$' PRECAST 388 487 1247 1767 19D4 2163 2028 10'$" PRECAST 151 301 10'$" PRECAST 356 468 612 756 89e 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11'4" PRECAST 330 544 1312 1742 2252 28M 3630 1114' PRECAST 132 417 11'4' PRECAST 430 406 530 653 777 an 844 1372 1742 2252 2888 9552 46e 1042 1372 1843 1470 1710 12 -0" PRECAST 308 507 1210 1698 2048 2586 3191 12'-0' PRECAST 111 370 12 -0" PRECAST 383 386 476 587 OR 783 507 1210 1698 2049 2588 3171 440 940 1300 1680 1314 /478 13'-4' PRECAST 270 433 1046 1366 1732 2167 2535 13' 4" PRECAST 82 298 13'$° PRECAST 308 303 393 484 675 us 414 1045 1386 1732 2316 egos 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1606 1998 2279 14' 0' PRECAST 71 293 14'-0' PRECAST 279 270 380 443 526 wo RO 978 1272 1006 1950 23N 378 717 961 1192 975 1133 14'$' PRESTRESSED N.R. NR NR NR NR NR NR 14'$' PRESTRESSED N.R. 283 14'$° PRESTRESSED 239 422 5w an 748 855 458 1079 1429 1824 2277 2712 246 an 9a0 1237 1474 1716 15'$' PRESTRESSED N.R. NR NR NR NR NR NR 16-4" PRESTRESSED N.R. 252 16'-4' PRESTRESSED 224 397 464 $74 084 793 412 1014 1340 1703 2118 2513 230 818 906 1134 1353 1672 1T4" PRESTRESSED N.R. NR NR NR NR NR 1T4" PRESTRESSED N.R. 183 1T�" PRESTRESSED 187 328 385 451 587 880 88e 1121 1413 1730 2D47 192 506 720 501 1136 1312 1914" PRESTRESSED N.R. NR NR NR NR NR 1w-. PRESTRESSED N.R. 148 19'-4' PRESTRESSED 182 288 948 430 613 595 rNR 73e 959 1200 1407 1716 1e6 429 623 an 950 1096 21' 4" PRESTRESSED N.R. NR NR NR NR NR 21'•4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED142 z19 30s Sat 454 527 598 833 Iwo ties 1468 142 373 337 890 $16 943 22-0'PRESTRESSED N.R. NR NR NR wR NR 2Z-V PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 228 290 3n 429 5w 7N 992 12M 13e1 137 358 513 8� 779 No 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 380 418 129 450 854 824 ta14 1147 124 3ta 465 bet eel 793 -ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTrS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 -1 N. RONAL.D REAGAN 9L LONGWOOD, FL32750 FM: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 = Cs 04 :J b § g 2 5 atmwv. ae IAT ABBOTT PARK LOT #5 BLK. #9 PROJECT#1 04181.000-05091 WODMU 4EBB "1828—CALI" GARAGE 8WING: LEFT PAGE: SAFE LOAD TABLES 160 MPH . C PRINT GATE: 5/05/21 9CAI"E: 1/4"=1'-0" NHEET B2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO MOD FLOOR: SIMPSON LTA2 W/ (8) 1Dd x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H1OA OR LGT2 W/ IOd x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 718" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2X6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3, TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1 /4" - P-0" MAY alp • 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774G078 FAX: 407.774-4078 www.abdosigngroup.com AA S: 0003325 io m rpy aUBDIV. ae LOT: ABBOTT PARK LOT #5 BLK. #9 PROJECT* 04181.000-05091 MODE'U 4EBB "1828-CALI" GARAGE 9WING: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C DAluNTT'E: 5/05/21 BCALE: 1/4"=f-0" 8*IZ= s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE - 24" 0 -, SUBMIT SHOP "ROOFNJALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON PLYWOOD SHEATHING, SEE (9)1x 1 }'NAILS TO TRUSS HTSM20 W/10 10d B{2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFNJALL/FLOOR TRUSS SANCHOR WITH NOTE: A PT SYP #2 T x 4", TRUSS AND (4) 114"x x 2 1/4" SHEATHING x 1 NAILS TO TRUSS (9) 10dx 1 NAILS TO 8", 8" x MAY ADDED TITEN 2 ANCHORS FASTENER SCHEDULE" DS STRAP, DBL STRAP, 1 EACH SIDE WRAPS UP AND , GIRDER. PROVIDE 5" W! tOd NAILS, 2 ROWS, 3" GIRDS R NAILS, O CONT POURED LINTEL LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 7' x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION # 1900 UPUFT (2) SIMPSON HTSM20 INSTALLED ON (16) 10d x 3 }" NAILS TO GIRDER AND 6 % 8" x 4'-0" MAY BE ADDED WITH ACCOMMODATE GIRDER PRE TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12)16d x 3 k NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10 10d TO TRUSS AND (4)1/4" x 21/4" ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN ANCHORS TOCONTINUOUS BOND BEAM tIC1, 2x WOOD FASCIA ACCOMMODATE TRUSS WITH (4) �" x 5"TITEN HD TO CMU AND (12) SOS CONN SEE ARCHITECTURAL ANCHOR REQUIREMENTS. J' x 2 }'TO GIRDER 2x SECURED W! (3)18tl GALV. COMMON NAILS, ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH tx2 SECURED W/ 10d TRUSSES 0 24" O/C, 1x2, 2x WOOD FASCIA (2) }" x 5" TITEN HO TO CMU AND (16) BIDS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER SEE ARCHITECTURAL 1T O/C FOR REVIEW C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16tl AND APPROVAL GALV. COMMON NAILS. (2)j" x 6TITEN HD TO CMU AND (18) SIDS J' x 3" bQ SECURED W/ 10tl MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12, O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 7COVER & 7' APART C ALLOWABLE UPLIFT = U:2705 LBS(2 PLY) C ALLOWABLE UPLIFT = 8885 LBS(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c SCALE �4'=''-0' TYPICAL ROOF 3 GIRDER CONNECTOR(S) Ss(:i)GIRDERCONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN LSTA12 20 GAUGE BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT W/ 1Ddx1/2 HOG NAILS COVER 5 TRUSSES) IV-0- O.C. (AT SHEATHING � EACH END. TOTAL OF 10 SEAMS) PER ELEVATION 0'-0" TO 39-9' (1)'x' BRACE FLOOR 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE GIRDER 6'-0" MAX (W/1X4) (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. OR 10'-0" MAX (W/2X4)) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W! 7' k -�l' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, EPDXY 6' P VATI N ,o�,r 1x4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 37' OC PRE-ENG FLOOR TRUSS BTM. CHORD BRACING, SEE PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 5/8" GYPSUM BOARD OR 1!7' HIGH PLAN FOR LOCATION POT LSE W/ 12d's 8" STRENGTH CLG. BOARD p U MAY NOT BE STIFFBACK (AS PER SECURE TRUSS TO TOP PLATE w/ (2) yay REQUIRED F1 a F TRUSS ENG) CONT. 2x4 SECURED W/ 18tl TOENAILS (2) 10db EACH TRUSS TO BE INSTALLED DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF 10'-0" O.C. MAX. MIN. T' EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18)16d x 2x4 OR 2x6 WOOD BEARING 2-tf2" NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLYSCHE SE PLANS FOR SPACING. SINGLE ON SLAB 14 BOND BEAM REQ. BTM. PLATE TO BE PT. PROVIDE DEL. TOP PLATE PROVIDE BLOCKING 1/7' GYP. WL. BD. lx4 BTM. CHORD BRACING 6'-0" OIC END WALL OR OTHER ° MAX., OR ZA BTM. CHORD BRACING END TYPE CONDITION, IF • - f♦ i# ° 10'-0" O/C MAXSECURED W! (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END 6 GIRDER/WOOD POST CONNECTIONS SCALE:34"=1'-0 SCALE: 3/4""=1'-0" PRE-ENG D TRUSS .a .• 5 e FLOOR TRUSS CONNECTION Q L.B.W. (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 114•0 HOLE EDGE>5/6" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 2/5'D SGL STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUNALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 MA FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 0-1 SUBJECT TO Fl AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 315*0 DBL. STUD ALTERNATE MATERIALS STUD NOTCHING ', _ AND BORING LIMITS SCALE:34"=1'-0" 1 N. RONALD RFAGAN Bl LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngroup.com AA #: 0003325 1 }} fop �F qy `rr go oil, a SVHDIV. Ae IAT: ABBOTT PARK LOT #5 BLK. #9 PROJECT* 04181.000-05091 MODEL: 4EBB "1828-CALI" GARAGE 97111ING: LEFT PAGE: DETAILS 160 MPH E . C L W N NO W723 ► A D TE 5/05/21 BCALE: 1/4"=1'-0" B*MZT S3.1A 2X4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 01-0" TO NY -a' (1) "X' BRACE 1 30'A" TO 60'-0 (3)'W BRACE PRE-ENG GABLE TRUSS (1)'W' BRACE 0 CENTER (2)'X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-8 FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. tx2, 2x WOOD FASCIAVENGINEEREDWOOD NECTION PER SEE ARCHITECTURALSS MFG. 2x SECURED W/ (3)16d OOD GALVCOMMON NAILS. 4" O/C, 1x2SECUREDW/90tl DRAWINGGALV. COMMON NAILS CONT. 2x4 RAT RUN L SECURED W/ (2)12ds 0 MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE ABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:3/4''=T-0" VTCR SPACING (1) AT EA AND B'-D" 0 PRE-ENGINEERED VALLEY TRUSS CONNECTION_ 2 SCALE: N.T.S..T.S PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS N-0" O.C. (AT PRE-ENG'D WOOD O SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's W O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/(2) 10d%0 EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG $ GABLE TRUSS @ CMU WALL SCALE: 3/,V=1'7 IN /ift 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-078 FAX: 407-774-4078 www.abdosigngroup.com AA $: 0003325 IQ 14 ikko a K0k 6 avSDly at IAT ABBOTT PARK LOT #5 BLK. #9 PROJECT# 04181.000-05091 MODEIA 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: DETAILS 160 H EXP. C a D TZ 5/05/21 8CAUM 1/4"=1'-0" ff*mwT s3.1B q xL' A HI - ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PELF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = Sim PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"- 4'-O" ENO ZONE DISTANCE BASIC VIAND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/3Z' STRUCTURAL SHEATHING EXP 1 (40120). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19132" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS Ld 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END, ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 21/2' 0.131 F1667 SORE ANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK 2318" 0.113 71667 SCREW SHANK PER INCH) RSRS -01 RSRS 8d RING SHANK, PNEUMATIC 23/S' 0,113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/Z' COX OR 7/16" O.S.B. PLY WITH 6d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE 1: 10d NAILS 0 4" O.C. ON EDGE AND G' O.C. IN FIELD ZONE 2e, 2n, 2T. 10d NAILS G 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND C O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS N 4" O.C. TOP & BOTTOM EDGES ®) a zw Z LL�0 �w =U m O ZO D: 8 1 ROOF 7tN HEAVK I USS ROOF STHING U BUILDING LENGTH, r ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADO-L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 1S"O.C. IF NO DROPPED GABLE END, ATTACH 20 #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 �#B 2" 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: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402/W2-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2010, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33C33M. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. PROVIDE 64A CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. FORM -WORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST EDITION,°RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. WOOD: NOWSEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF, ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. 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 WITH 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 84OCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WDOD 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 WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM AIOS4/AIO64M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH 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 WITH 2' CHAIRS SPACED T-O-OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A81SA615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A44S/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: 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 METAL -PLATE -CONNECTED -WOOD TRUSS 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 ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED -nonc 20 pet TOP CHORDo-Tem TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" A6 BAR - 36" WOOD TRUSSES. 10 pd BTM CHORD+wrHooncurrent #5 BAR - 3T #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 38' x 36" CORNER BARS BOND BEAM ONLY LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS O VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS Of HIGHER OR LOWER OOF9IN ACCORDANCE WITH ANSI/ASCE 7 BB: 1990. R p TOP CHORD PIT CHORD f ASPHALT BRINDLES) w/ GYPCRETE) (7 pd (7 (1 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 S 5 p f ST C BTM CHORD 5 pBf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH AD DEAD LOAD TO RESIST WIND UPLIFT: 10pBf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 p9f WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Psf WIND: DEAD LOAD SPEED=160 3 SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE (FBC XP EXPOSURE C, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE; 10p9f, UNINHABITABLE ATTIC WITH LIMITED BIT LAYOUT, SPANS & ALL TRU53/HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20p9f, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) 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 HANDRAILS: 200p9f, GUARD IN -FILL COMPONENTS: 50p9f, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50p9f, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30p9f, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40PBf MASONRY: PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402. BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WALL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER, COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING VAND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE 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 WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3l8" WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF S' TO 101. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 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 COMPACTED A DRY DENSITY OF AT LEAST THE SMALL BE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO YSHALL, D MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL MAXIMUM A 7. THE BE CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GE0.TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M FY = 38 k4i FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M GRADE B. F = 48 STRUCTURAL PIPE SHALL BE ASTM A53IA53M GRADE B TYPE E OR S F = Y Y 2,500 P31 REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 kel. TUBE AND PIPE COLUMNS SMALL BE CONCRETE -FILLED IN THE &HOP. S 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED F4- PRIOR TO THE ADDITION OF PLASTICIZER SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSMON SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE DDNTRACTOROF ANY NON COMPUANCE WTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3'FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): S. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/2* FOR 45AND SMALLER Y FOR NO AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-1Q' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DO R BUCK FASTENERS FASTENER APPLI- SDE TYPE 9PACIw REMARKS APPLIUTON 912E TYPE .-No RE . v2PTFURRIw TO 1M0.�NRY/GONG. CA.-L G.-RNNL11?LONG. B„ OAMDEDOORSNdt TOM IAYM C. I _ No- TAPtIJNMOHCNRY 9OK; 11?EMBED.,4`END qST., I I-- SGDALEXTDC­CABS HARDENED CqL 9`qC YANDOWIDOORI FASTENED OARAOEDOORSIKN YS DIA OR 1R'dA E%PANSION BOLT 18'gC(3B'DIN 4"EMBED., 4"ENO IT., ix PT, SEE NOTES NMLI LIT LCw. STAGGERED INTO MPSONRY,LONC, roMA80NRY,WNC. w WA6 ER 24"qC (1?dA) 3"EDDE d9T. vnwowwx:K cA9E HMDENEDWIL 9-oc vnNoovd000wFASTEHm MENU STRArro CONTACT THIS ENGINEER FOR SPACING 1v PT,SEENOTE1 NML11?Low. STAGGERED INTOMA9gMYA:ONC. _YIWNC. REQUIREMENTS MA EKT. SN1w DOOR (2)11B91A. RAPCON° 19'0� 11/2'EMBED, B"END NON-BFARIw W'OW 1/T° E%PAN91- 4"EMBED. 4"E 24 qC SUCK 2x T, SEE wrEB OWASHER FA9TNER dST.,11?'-I EDT. WALL TO CONC.9LPB .1 WASHER BOLT DIET., 3"FDOEgST. X PT MAwOW BIN>< 3B•PAFv21R" 6"OG 4'-deT.,11? P OSTEEL COL., SIFE 01YN WASHER 8TAGGERED EDGE pST NOTES 1N 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 HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. Vv1NDDW AND DOOR BUCKS SHALL BE AS WIDE OR WADER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCGNS OR PAP TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA #: 0003325 F C -RD O ausDm at TAT ABBOTT PARK LOT #5 BLK. #9 PROJECT* 04181.000-05091 MODZU 4EBB "1828-CALI12 GARAGZ 87WNG: LEFT PAGM: DETAILS 160 MPH E " C ( M7 Dmpm ATZ: 5/05/21 aCALS: 1/4"=1r-0" aHL'RT S N1 FASCIA WOOD BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH Q STAPLESINSTALLED- FASCIA @ 16" O.C. MAX FASCIA SOFFIT AND J-CHANNEL AT NAIL O7 STAPLES INSTALLED HEM AND IN VALLEYS SOFFIT 1Q THRU SOFFIT AT NAIL ( HEM AND IN VALLEYS STAPLES INSTALLEDt� 12" O.C. MAX (INTO ® FASCIA J-CHANNELO WOOD) IN J-CHANNEL L,. MAX. MAX: 1lCTA 11 A O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) WOOD BATTEN 10 -STAPLES INSTALLED Q THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. J" MAX.— 4Iv DETAIL DO STAPLESINSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS `DJ O J-CHANNEL—/ J, A DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) SOFFIT SEE DETAIL SEE DETAIL'A' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSSMO' / BY OTHER 2-1/4" EMB. 1X2 WOOD BATTEN j OFFIT 1D �J-CHANNEL ® DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER /'TRUSSMO' LOCATION NOT TO / BY OTHER EXCEED 24" O.C. INTO Q7 STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN r2X2 WOOD BATTEN @ VE WIDTH JOF (ERHANG) CONCRETE; CMU OR WOOD (NOTE:1) O SOFFIT--- INSTALLATION SCREW, BATTEN ATTCHMENT ® 0 J-CHANNEL �„ MAX: FASTENER SPACED 24" Ug MAX O.C. STAPLES INSTALLED @ �12" DETAIL C O.C. MAX (INTO 7O WOOD) IN J-CHANNEL J-CHANNEL O SLOT OR T-NAIL @ 17' O.C. MAX. (INTO CONCRETE/MASONRY) — CONCRETE/CMU OR 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL _ O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 r0 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www."W"Igng o"p.com L AA #: 0003326 1 1 c b O BLJHDm Ae LOT ABBOTT PARK LOT #5 BLK. #9 PROJECT# 04 81.000-0509 MODEL• 4EBB "1828-CALI" GARAGE B11ING: LEFT PAGE: SOFFIT DETAILS %160 MPH EXP. C PRINT 5/05/21 DATE: BCA Z: 1/4"=1'-0" BHEET SDI 46 is lay � [�^"- 4w 1p