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99 1828-4EBB-CAL19-9 Ci-\-p��J �� larl_ \ � �- , HOMES 70 �� �a� �"' 12602 TELECOM IDFiIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax: (813) 740-9715 - STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -FL0M BUgMW �. , ARV . AEOVE LAV. LAVATORY DATE DESCRIMON ,\ DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) C , �� L ,i�iArs �� -OCCUPANCY - RESIDENTIAL GROUP R3 -CONSTRUCTION TYPE - VB YEN. INTERIOR FDm - CUSS B BASIC WIND SPEED — Vas=1IL0 MPH Y8ad=124 MPH -FPOSURE - C "1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES A/C AIRCONDITIONINGLUMMe. LUMINOUS A/C ADJUSTABLE M.C. MEDICINE CARNET ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTERLINE MTD. MOUNTED CAB . CABINET MTL. METAL CLR. CLEAR N.T.S. NOT TO SCALE CLR. CLEAR O.C. ON CENTER CPT CONCRETE P. PROPERTYUSHBTO NE CPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE PEI. PHONE D. DRYER PLT. PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM, DIMENSION R. RISER m6fe CD'smoED ARCHITECTURAL SHEET DESCRIPTION OUBre 2orIITICUPDATE PG CI -COVER SHEET PG GN- GENERAL NOTES PG AI -FLOOR PLAN PG A2D-ELEVATION "D" PG E1-ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG MI MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL DMAS CD'SRE-BBIED 0!/ M SIDING ELEVATIONS ADDED 03ReAD CDS IM 186" 04AW FOOTNG REVIM PER M SOWS CDgRE-g�D ADDED gp�gS FOOD AT GARAGE DETAIL (FORT MYERS) PLAN MAINTBNA CE r�mmmm REVISED LINTEL 512 AT FRONT ENTRY DOOR DISP. DISPOSAL RAD. RADIUS DP. DEEP RA.G. RETURN AIR GRILL DR DOOR REF. REFRIGERATOR Ds. DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXTDR PG WAl -WALL ASSEMBLY DETAILS G WA2-WAI,I., ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED STATE OF FLORIDA PROFESSIONAL ARCHITECT: r SQ-FP- CAWS ADDED ADDITIONAL RECEPTACLE IN GARAGE PER SAIL ELLTSON 0-ELBJ REVISED HVAC VOJI`ES ON BGFT CALC SCHEDULE (MELEE) ADM'EXIE100K MOW DEEP FOOTERS MAIL 2M A (ORL) 064M ADDED LED LKSNTS • KITC W 4 BATH PER MARK BOWS ROLAND A. ABOUCHACRA O. AR No. A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 LIVM I628 SCL FT. 430 SOL FT. ENTRY 16 Sa FT. LANAI 80 Sa FT TOTAL 2362 SQ FT EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. FXHALIST SHTHG. SHEATHING EXT. EXTERIOR SHWR SHOWER F.G1FX. FIXED GLASS SIM. SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL.. SLIDING GLASS FL R FLOOR STD. STANDARD FLUOR FLUORESCENT sws SEWALL FR. DR FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPERED GLASS G". GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND-FAULTCIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYP. TYPICAL PG WAS -WALL ASSEMBLY DETAILS OVFYB ADDED STONE OPTION ELEVATION C 4 D (TAMPA) OMNS ELEVATION Ys' SIDING -ADDED LOUVER GABLE ROOF WMAS ADDED OPr. V-0' CEILINGS FE&" RED USP �TORB �iH Bf"1rSoN � 04/0V10 REVISE ENKAVf3Nt RADON PLAN DIM@IBIC;HB OMDSAO OPT. V-0' CLE. W.T.-ADDED LED LUM IN FOYER ® OPT W-0- CLG. Hit. ELEVATION 'C- REVISED NE*NT OF ARC"Y 054640 ADDED ELEVATIONS V 4 tr (Oft) STRUCTURAL SHEET # DESCRIPTION GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED HB. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPORPROOF DDR. HEADER W. WASHERHOT. ol" ADDED ELEVATIONS TYS'-T7H--T78' (ORE) PG Sl-FOUNDA77ON PLAN PG S1.1A-DETAILS DRAWING / CONTRACT DOCUMENT OIJIM 2MFBCWDATE REVIEW BY BUILDER OR ENSUE, HT INSULATION WD. W HEIGHT W/ D PG S1.2-DOWEL PLAN THE BUDDER ASSUMES ALL LIABILITY FOR INRPRE7ATfON OF THE CONTRACT DOCUMENTS. TE INT. INTERIOR WOW. WINDOW W/H WATER HEATER W.I. WROUGHTRLON PG SL.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S2.2A-SAFE LOAD TABLES PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.1B-DETAILS PG SNl-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RF1's IN WRrrrEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILM FOR INTERPRETATIONS OF CONSTRUCTION THE BUILDER WHEN NO RFT's HAVE BE EN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION RASED ON THE DRAWING SET. 11 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdenigngrouP.com AA #: 0003325 �o 2 Y q 6 r F C Ht SUBDIV. de LOT•. ABBOTT PARK LOT #31 BLK #12 PROJECT# 04181.000-31121 MODELT 4EBB "1828-CALL" GARAGE SYIINO: LEFT PAGE, COVER SHEET 16 H EXP. F-PnxrrrDAT : Ol/20/21 SCALE: 1/4"=1'-O" a C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING (ODE RESIDENTIAL (FBCR) 71h 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. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SWILL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. SITE V9M 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE NTH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SWILL 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 R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Y:INCH GYPSUM BOARD OR EQUIVALENT. 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 (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BIAREAU: 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 CONSTRICTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFAVALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' ANC THE MINIMUM AREA SHALL BE 8 FT . SO. PLUIIIIIIIOl6 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM ''/." PVC (SCHEDULE 40), INSULATED WITH'/V AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FROM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2"THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.18b, ASTM-C1063-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-19aAND R703.7. FSE 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 CIENJINWI 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN 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 SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12110/20 (RM) .1 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7746078 FAX 407-7744078 www.abdealgngroup.eom AA #: 0003325 w b 7 8 r Ty C STJBDIV. Be TAT: ABBOTT PARK LOT #31 BLK #12 PROJECT OJEC 04181.000-31121 MODEI1 4EBB "1828-CALI" GARAGE SITING: LEFT PAGE: GENERAL NOTES 160 MPH W. C o Belli u o � I � � o o O rG. i m ra i .I i �� �'�i • • iiW. 0 to • �® o i TfIf e�au..,,�rr•i e o • • AS REa in •PER 13111CODE GWGE I 1 = FOYER o ' 111'// 51 EMMY a�o ol��l,o (Willi FLOOR PLAN SCALE: 1i • 1'-0' nunuunl SQ.FT. CAM'S LIi 1828 SQ. FT. GARAC� 430 Sa FT. ENTRY 16 SQ. FT. LANAI 88 50. FT. TOTAL 2362 SQ. FT. 0 aertmaJl0mINDtaoe swimBRoonnmU 1p I r aRB 01191111111111 MID TVFE IIDIIME ME11D1lFIT1DlNUi 16WIM MM. WINDOW 10 5 34/-45 CRITERIA EXTERIOR 81111 18 5 33/-43 DR. MIN. CRITERIA Iiii MIN. 41 5 31/-3% CRITERIA 1 80-110CAD. 56 5 M7/-313 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=IL, EXP.=C, MEAN ROOF HT. = 11'-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. CONVI OL DATE OM C DBL. TOP PLATE 0 m BAR DETAIL NOTE: -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE C:ARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICIONESB. SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LEW THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. i44i N. RONALD REAGAN BLVD. LONGWO)D,FL32750 11 407-77"078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 04 yap a 8tTi3i do LOT ABBOTT PARK LOT #31 BLK #12 PROJECT/► 04181.000-31121 MODEL 4EBB "1828—CAU" GARAGE 9111111 LEFT PAGE: FLOOR PLAN 160 MPH EXP. C FRONT ELEVATION SCALE, V4 " 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A 514INGLE ROOF FYPON BKTIIXII OR EQUIVALENT I6'Xi2• FYPON DECORATIVE SHUTTERS OR � /!R�F�p` EtTP.QUIVALENT � �f '/- 4' RAISED 7" BAND /TYPJ A0'— 0� FIN. FLR OFF RI� T 0'-0' FIN. OFF RI� T 12 6 ARFAOFATTIC 2364 SQ. FT. NET FREE VENTILATION AREA ROCILRRED = I/3D0 REQUIRED VENTILATION AREA = 2364/300 7.88 VENTILATION AREA X SO, INCHES PER FT.(144) = 1134.72 SQ. IN. MIN. REQUIREDVENTIIATION .5X 1134.72 IN UPPER PORTION OF ATFIC - 56736 XL IFL OFF RIDGE VENTILATION AREA 115 SO, IN. PER VENT %7.36 /115 TOTAL#OF VENTS REQLARED 4,53357 TOTAL#OFVENTSPROVIDED = 5 •AREA OF ATTIC IS THE PDU-OF THE NOOSE, LESS THE OVERHANG EXTEIUOROF WALL TO DMMOROF WALL,NO OVERHANGSI A5'-0' BRG. W.T. I EK m m WIN U�l7 REAR ELEVATION SCALE: 1/4 " I'-0' TEXTURED FINISH �o s 0'-0' FIN. FLR_o-_-_-_-_-_-_-_-----_---- = ----------------------- Ij OFF RIDGE VENT 8'-0' BRG. WT.�o_- LEFT ELEVATION SCALE: 1/4 - F-0' TEXTURED FINISH OFF RIDGE VENT �o m �o � 0'-0' FIN. FLR RIGHT ELEVATION 5CALE: 1/4 . 1'-0' TEXTURED FINISH 04-0' BRG. HGT. 0'-0' FIN. FLR 2' f DECO. DTL. A \11SCAL 1/2.1' FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 FH: 407-7748078 FAX 407-7744078 wwwAbdosigrkgroup.com L AA #I: 0003325 J 4 h f 1 ,410 tii'll L. L: fAB VSDIEV ac LOT:BOTT PARK LOT #31 BLK #12 PROJECT* 04181.000-31121 MODEL: 4EBB "1828—CALL" GARAGE 8'W010: LEFT PAGE: ELEVATION I'D" 160 MPH EXP. C 26 m D; 01/20/21 SCALE: 1/4"=1'—O" s> A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES MY OUTLET 20 AMP OPOLE POLE nvv cmur ,,V OUTLET Y1 ar a fflm NMED TO ONTCH �OR IIOV OUTLET EONS UNNlO RAIL NTMErnm R.AI'e4R 111SWANT TYFa) 22e v OUTLET (4) BOB CONNECTION IyNES. Cfl Off WATR1WIADaF OUTLET ORMND FALT NTEIIIIr/CR SWITCH BOTCH 54VAY OPER t74 SUTC14 4-WAY OPER r_/1 IY4LL hO1M® �� LONT CEILRG LIGHT © LED Gt.O L10,14T ©vP LED VAPOR PROOF LIGHT O Vr VAPOR PRaaP LYWT ORECESSED CAN VE1T. PAN I CR'1 N^BU SO. fT. 1T'FAN WAAGNT 1GPM PER SO. FT. —LONT Rx"m reFBUIL ER By RAlO1BR ]-BLLD WaM ® I4aO1ND L, (awkIiCE T'Nv AIewND —� 2' RJCITNCH4r 4 14.I101a1:1m p�1 . g+ 6 V TRACK LIG4m O PANEL r'a OSD. enatE DETEerae BAD f1�1 1 r WOLL homes emmis DETECTaa RATT_ l N2;dlr EL� ®cAearl ByCp C—M OEECTOR �� admadocAria N0ER.CCNlEC= ALL EE A DISTANCE OF NOT MM TM11!N 4' NtAL L PODIA L1244rPROM LTA R►/ NATURAL OAS QLmm TELV%C NE JACK WN � TO S! BEVAIED EDISCONNECT Ant corD TO OR 2WV UKO au AI O4 FE TELEVISION JACK CEL.O BOx TO ATE S{IPOp= N O J-SON( ACCORDANCE W BOX MAROD AS WIO4 FOR CaLim Box CELNS FAWLIfrIT O RR® MN ACC7OMORDANSUPFDCE B RICH "FTC"MARKED AD 4 VOR �nnn M tr.ANDBBCW LENT STRIP De' NGuaeerJwr :RDGm4 LIONT STRIP Dnnn�nnnn AV ►CANDMOINT Law STRIP ROOD LIGix 0". sEONITY KlTTAD �I�'I 11. :1 PA FlMN-BIRTON FOR aglee Res PORT • LOCATION OF TV JACKS, A PNOIE OUTLETS 4 FANS TO BE VOWED • NOFEOUINER FRE-CONSTRICTION ALL B A 2e AMP BIQer4GLI ClleaeTe To eEISAc T•AILT PORICTED PER ELECTRICAL PROVISIONS OF MM • 20 AMP DEDICATED LAL DRF GR . GLAD DOT oN KITC4EN CeecWt) • DEN ASTER DECa/ECr TO BE LOOKOUT N PANEL • BATSeOCM 8*4411ST FAN TD NAVE MN, CAPACITY OF 50 CPI'1 NTEWITTENT PER ELECTRICAL FROYM40M OF SECTION M01013 TWCd 1Ta4 EDITION r207Al2 • LANDRT ROOM RAEPTAAE SHALL 0E GROUND FALT CAR Aff-NTER.,FleR PRSDT[CTION .OR PERSONNEL ON FEewTee • WRING PETHOO SMALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONIS OF FIICR MH m MWL • ALL WORK TO CO'PLY MTH ELECTRICAL PROVISIONS OF THE RICK 1T14 SO (20202 • ALL LAFMS SMALL BN AELECTED BT d11LDSR Ain Taft CR LIG4RIA. MINT I[ ENEMY ErFK.1BR TYPE PR EFFICIENCY) 2070. Nth mMNaA INABII 101 LIVING ROOM PRE -WIRED` CLG FAN BDRM.#1 6 'J PRE -WIRED CLG FAN P PRE -WIRED \ CLG FAN \\ i n DINING A I ROOM i g — SD. �i -- wro L ytALl — — — —'8W TC 4 / --- LLLJJJ L I BATH -Jill 1� I C• GFI L ---- — L GFI It ---- OUTLET I SRC ♦ / _ �'f I I L vP — '^^ r--- JLAUN FOR DW KITCHEN /--- - GFI RANGE I 1 n O CaF I BDRAI. #4/ -r (. 7 �♦ L ` _ FIOOD WIRE W/ TLET FOR FUTURE MICRO PRE -ERRED C .G FAN . / - r BDRM.,f IRA I`11 — — PRE -WIRED O GPI I / CLG FAN 44'AFF. F G �. — — — — — / I — I / DOOR I L— J / I BOLLARD — — — / L AS REa / PER BLDG. WALL MOUNTED — CODE LIGHT W/SWITCFI IN l�J ATTIC I >ATH #2 S/C.O / I METER L*ATION OUT ET-KEYLESSFIELD FlxruREVERIFYa\ BDRM.,f. FOUR L / \♦ OUTLET s ♦ 0, .7 48' AFF. CIF I GARAGE ENTRY - / L •J PRE -WIRED \ CLG FAN _-------- ------ -Ii OPT. -- --""�� COAC4 LKa14T ELECTRICAL PLAN SCALE: V4' a I'-m' CEILING MTO. L6WT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN WP Panel MAW -A PANEL: 8/16MpefL DTeakw VOLTAGE: I2D/24GV-lPh MAN: 150 Arrp M.C.8 FEEDER 3 #1 Cu TFM& 1-e6 Cu (G) in 1 10 C. OR 3-a200AL TFAVN& 1-R6 Cu (G) in l 1/2' C. w" Pak Sb oa_% m Vhm Cacntl af.* YANI Deevip(an a P.. Min all 1 m Epeiafmmpl GFI aTW 1200 1 all 2 20 ire. Pure t0DO 3 Spam 5 N 35 2 R Space ] PANEL -A PANEL: 42 r t broker VOLTAGE: 1201240 V APh MAN: 150 Amp M.L.O. FEEDER 341 Cu TMMJ& 1-56 Cu (G) in 1 Irr C. OR 302.0 AL TFMN& 1-e6 Cu (G) in 1 1/2" C. MAra FON etr M Mhw an+u anvil Wsna w Ede 3Mre 012 1 M Sag Apph— 1600 1 2 6o00 Rage 50 2 aS .12 1 21 Aeaw.e/Ibotl GFl Isco 3 4 02 1 M S Appr ism 5 6 46M Herr 25 2 a10 012 1 20 1500 ] a 012 1 23 DIft AFa 15M a 10 1210 0_""GFl 20 1 R2 N2 1 20 Bain ORR atlas t210 11 12 1500 aalueNir43Fl m i N2 N4 1 15 Fffl IYi I Bae 42 d KY Sdh O AFa 600 13 14 5000 Syron 30 2 *to N4 1 15 LNeg Roan,Uml Ddlb AFa EX, 600 i5 16 R4 1 15 W—LgNS AFO 600 17 1s 15M GFl A 1 M2 M4 1 1 15 IS0&CP0AFC1 60D 18 I m 1000 Door Oi. GFI 21 1 1 all .2 1 21 Lwu y,Ih4N/Den AFa 1200 21 M 1210 Ga IEaM Usd ROI*W eAFO 20 1 R2 Span: M 24 600 Bedpan l AFCI 15 1 m1 sp— m 26 600 Bath 1 AFO 15 1 R4 sore 2) 2 26 m ,ODD cable cri, 20 1 a12 31 M = Space m m sp— spre 3S w space am Sp N 30 space R 2 35 AICARM 64.lr5KVAdW% 552s 36 10 spays 41 42 Spay Ion lodm.Id Odr akulNbmf4rro 16D00 26)ro lmi to 4emand tsdar cralalms, Ole Daman a s: ABBREVIATIONS: AFO: ARCFMILTCgCIIITNTERRUPfER W: NONCOINCID "D GR: GRONDFMATM RRJP rdrlutl.gecl loasnam edr �m Fhr tDDDDwru.tm% 1m00 Rem weer 40A Imo dr ABC Nod Raw LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Tdr Covlxree LgaC Wa6s MGM Tar Arrps(arls, z4Dwia1 u1.3 _ General Lighting & Receptacle Load Torr AIC 5qun Far 1828 Gmrltsd Rm 3W1 Sq. R 5484 N+Lft i at65WL HetiOD% 65 Tdr Ge:an1.0t. d— (Walla) — Cldse TofalMeTs I L I I I LED LIGHTING C SINGLE LAV. BATH 4 150 AMP ELECTRICAL RISER NOT To 9C AILE dm ERAL N01E0: A ELWnWAL MATERIALS AND INSTALLATIONS 81LLLL COFB�T-Y WTH ELEC/1WOAL PRONSt" Cr riE PROS IT14 6a1T101SDOL LOCAL CODES AND ALL LOCAL POWER COMPANY RECTUM B'®418. 0, ALL CONDUCTORS SMALL BE TYPE TNW/n" MILIGG NOTED OTNBENSE. POm" COMPANY GRADE PROVIDE 50 AMP OM40 VOLT • T P14AN SECONDAR ELECTRICAL SERVICE FIROVIDE D M COPPER (CW N 140" DIA SCLEDULE So PVC CONDUT OR PROVIDE 9 QM ALLr*AM (AL) N 2" DIA 604ED" 20 PVC CONDUIT UNLESS, SERVICE IS PROVIDED BY TIE ELECTING CMIPANY. COORDINATE MTN T E ELECTIN COMPANY PRIOR 70 BID. i I m I I L I I I I ® I I cq I I I I L I I I LED LIGHTING C DOUBLE LAV. BATH -1 PROVIDE Yl/B Cµ TNUI • F* CU N 2- C0MW OR 3 400 AL. TWIN • ITN CU N 2' CCNDUR OR 2/0 AL. SEA (CODWT TO TEIEU4ATE ABOVE SOFRT . OV ML00J CO'liR1ATICN ee"VICE DISCONNECT SWTCN AND B0 AFT 12oR4o v0.T M ELECRK PETER IN I FNASE NEDR ENCLOSLNE 1'lO PAEL T4e.eF14DNE SERVICE cAet.e TELEVISION EOWNCE SERVICEINr1eANce Ew,*NT EOU.Tn4T INTERSYSTEM B01OS4O TERTWAL AT LAW VOLTAGE CONECTI011S 1 A4 Cu eERVCE CIRMI D CONNECTED TO CONCRETE ENCASED POORER STEEL PER ELECTRICAL PROVISIONS OF THE FECAt 1% SM' DIA X S Pr LC11 COPPER CLAD GRglD ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD. FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA is 0003325 J 0. h 1,_ 2 a- �N.. T11 !;4h aysa:v ae L4oa': ABBOTT PARK LOT #31 BLK #12 PItOJECTIP 04181.000-31121 MODr.0 4EBB "1828—CALI" GARAGE STFMG: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C m PLUMBING PLAN SCALE: V4 . I'-0' 2' VTR I \ I/'?v 21 \e 1/2. 1< I� \ l wC I 1 2, LAV 12 3' I I 84g112 I J In. 2' WASHER rj j ' KITCHEN 2, Sw W/ AUTO VENT Dina I V2 Ail I l I� I aTUB PLUMBING RISER DIAGRAM TO d N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdesignVoup.com AA 8: 0003325 k h Ila z r r b b }qpj� alllm sL EM ae LOT ABBOTT PARK LOT #31 BLK #12 PROJECT# 04181.000-31121 MODEM: 4EBB "1828-CALI" GARAGE B'WMG: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SMALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG, REQUIREMENTS, 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL. BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SMALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SMALL BE APPROVED UL 01 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF WOOT14 GALV. METAL. OR OTHER MATERIALS AS PER FBC 'ITM EDITION (2020) MECHANICAL CODE SECTION 603 6_ ENCLOSED SUPPORT PLATFORMS SMALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TM EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SWOIUERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FSC NTH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE -LIP AIR TO BE RETUNED, TO EGUAL AIR EXHAUSTED. % ALL FIRE RATED CEILINGS AND WALLS 'SMALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SMALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FSC TTH EDITION (2020) MECHANICAL CODE SECTION 601 10. GRILLES AND DIFFUSERS SHALL SE PROVIDED WITH BALANCNG DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO NAVE PROPER PANS W/ DRAINS ATTIC c.c:un:s O O EXTERIOR WALL T 1 AIR RETURN SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES 1 AIR HANDLER EXTERIOR WALL 3/4' PVC CONDENSATE DRAM LINE EVAP. TRAY d PVC SLEEVE TO LINES BELOW SLAB ? REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMNATE IN AN APROVED DRAIN, AS PER FSCR 1TM EDITION (2020) MECHANICAL Mow.- CODE SECTION 30T2.4 HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. W/ (2)-3/I6'X2' TAPCONS UNIT CONDENSER SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO WIT W/ (2) #SXI 1/4' SMT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAN COND. DRAIN 3/4' DIA OVER MEAD • 12' FROM STRLCTIRE SCORIATED NICKEL FIN, FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL CO. PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTIAWEC vFL00R SLAB CLEAN -OUT (TYP ) FIN. GRADE OR PAVING SEE SPEC. 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN ) ■ MECHANICAL PLAN SCALE: V4 . 1'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE FPE. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX 407-7744078 www.abdesigngroup.cwn AA 0: 0003325 J M m 64FRI QQ r 6 SUBD:v. a4 LOT ABBOTT PARK LOT #31 BLK #12 PROJECT�1 04181.000-31121 MODEL• 4EBB "1828—CALI" GARAGE BIWMG: LEFT PAGE: MECHANICAL PLAN %1644PH EXP. C PRINT 01/20/21 DATE: SCALE 1/4"=l'-0" SHEET M1 2X4 TOP PLATE 1/2' DRYWALL SECURE BT. MATE TO SLAB W/ W0d MASONRY NAIL • 32' OG. MAX PRE -PAS TRUSS 2X4 WOOD STUDS 024' O,c. NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. FIN. FLR T Lr (2)TYP. INT. WALL ( NON- BRG. ) D1 SCALE: 3/4'.1'-D' FIBERGLASS SHINGiES WITH UNDERLAYMENT AS PER FBCR WD LL ROOF SHEATHING THICKNES6 AS PER SHEET SNL SECUFED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-C' FIN. FLR.L v 1•-0. TYP. O.H. SID, GYF'SLM IN OR 1/2, W*W STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- ►5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS ®PIPE THROUGH BOND BEAM D1 SCALE:3/4'.I'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24. O.G. a' CMU 1/2' GYP. ILL. BD. - WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W511. ROOF SHEATHING THICI0VE88 A8 PER SHEET SNL SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT IR' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY }k 0-0' FIN. FLR 4 N W/ WINDOW OPENING jnLYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN Ql-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT D1 SCALEe 3/4'.1'.V' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 AS LW r �ewe �LI! 2B_ GAS LINE THRU BLOCK .�, vr... FIBERGLASS SHINGLES WTH UNDERLAYMENT AS PER FBCR ROOF SHEATHING THICIOeft AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICK4E86 AS PER SHEET SNL SECURE PER .FASTENER SCHEDULE ON SHEET SNI PRE-EWA GABLE TRUSS WEEP SCREED 2x P.T. SECURIED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 8' CMU ww vim v�etiaAL 1 . I —OVEME40 cxm �• L,w ,w r3'� GARAGE DOOR JAMBS \11?1 SCALE: 11/2*-1'-0' FIBERGLASS SHINGLES 2X4 SPF 24' OG. MAX. WITH UNDERLAYMENT SECURE W/ (2) @d NAILS AS PER FBCR W5.U. • EA END ROOF SWEAT14NG 2x BLOCKING BETWEEN TRUSSES THICKNE88 AS PER PER STRUCTURAL DETAILS 8 4EET SNI. SECURED PER FASTENER SCHEDULE 71� STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE PRE-ENG WO. TRUSS AX 2x FASCIA PER ELEVATIONS PER ELEVATION VENTED SOFFIT CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS WALL SHEATHING SEE ENERGY CODE FORMS FOR THICKNESS AS PER INSULATION R-VALUES PER ELEVATION SHEET SNL SECURE PER FASTENER SCHEDULE "a. GYPSUM BOARD OR 1/2' ON SHEET SNI. Wr.14 STRENGTH C -& BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL bc2 P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. ILL. BD. • cm �— WOOD BABE _ — 0'-0' PIK FLR W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING r-5'�1-STORY GABLE BLOCK WALL D1 SCALE: 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX 407-7744078 www,abdesigngroup.corn L AA #-. 0003325 J V O 1 o BusDIV. & LOT: ABBOTT PARK LOT #31 BLK #12 PROJECT# 04181.000-31121 MODEie 4EBB "1828-CAU" GARAGE ElVrMO: LEFT PAGE: DETAILS 160 MPH EXP. C ro!L 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (U V2' X a' J-BOLT W/ 4' MN EMBEDMENT IW 2' X 2' X IJW WASHER 4 NUT OR IV (2) K' X a' ANCHOR BOLTS NV Y X 2• X Lw WASHER 4 NUT 0 0 SECURE 2x4 O4 RAT TO BLK e W MASONRY NAILS. 7X6 OARAOE DOOR CALK SECURED W/ (5) N' X SI J-BOLT OR ANCHOR 0 BOLTS, W/ W MN EMBEDMENT, UV 2• X 2' X wWA81ER 4 NUT. (1)WTWN (I) IUN a' aM O' TOP. (M14OF THESM (3) EVENLY SPACED. 0 0 99 0 0 0 NOTE& ALL ANC140M SHALL BEN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE ft l mla R TaHl, ALE I ST4tlNf4NMT GARAGE DOOR 1 BUCK ATTACHMENT l\w4c41i vr.Tw a' cm 1/2' DRYWALL bt4 P.T. OR 5/4•X4' MN SECURE TWR U FRAME 4 i'X4' EMEND 1-1/4' INTO PT. NAILER BLOCK IV 3A6' TAPCONS DOOR C 4851G MN SWANK SIZE J45 MN HEAD 61zP 300 MN EMBEDMENT 1-V4' WTMNN a' OF EACH END DOOR JAMB OR UINDOU 4 WY O.G MAX SPACING ATTACH TO 2X PER MANFACTRES DETAILS. NDIE, SHIM AS NEEDED TO F4AIMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3/4" OR +5/4" ZDOW TO BLACK +3/4" OR +5/4" 2X4, WE SECURE TO BLOCK IV 3/14' TAPCCNS (MN SWANK SIZE J46 MN HEM SIZE 3" MN EMBEDMENT 1 1/49 WTIN a'OF EACH END 4 W Or— MAX SPAC r- 2X6. SEGUE TO BLOCK WK2) 3/U6' TAPCONS (MN SWANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') a' CMU UTWN a' OF EACH END 4 W OL. MAX SPACING. V2' DRTUWLL 2X& D® PX4' SECURE TO BLOCK PT. NAILER WW2) 3116' TAPCONS MN SHUN. SIZE J4a DOOR C.ASRNC4 MN HEAD SIZE 300 MN EMBEDMENT I V4•) WTWN a' OF EACH END 4 WOOL MAX SI"'CINS- DOOR JAMB OR WIDOW ATTACW TO 2X PER MANUFACTURES DETAILS. NOTE, SLIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED VW) DOOR JAMB TO BLACK +1 1/2" D nllII'LDOW TO BLACK +1 1/2" 2X4, m SECURE TO BLOCK WV 3AW TAPCONS MN SHANK SIZE J45 MN MEAD SIZE 300 MN EMBEDMENT I V4') WIT I N a' OF EAC14 Elm 4 B' OL. MAX SPACNS. 2X6, SECURE TO BLOCK 00)3A6'TAPCCM MN SWANK SIZE 345 MN HEAD SIZE 3" MN EMBEDMENT 1 V4') WTWIN a' OF EACH END a• cm 4 W 04, MAX SPACINCs. VJ' DRYIU4LL 7X& CMD ❑ SECURE TO BLOCK IVf2) 3/16' TAPCOJS P.T. NAULEIR (MN. SWAM 512E 30 IA6' ODD. X 4' MN MN MEAD SIZE 300 MN EMBEDMENT 1 1/4') DOOR CASING MTWN a• OF EACH END 4 B' OG. MAX 8PACNC4. DOOR JAMB OR WRJDOIV ATTACH TO 2X PER MAN FACTURES DETAILS. NOTE: 814h AS NEEDED TO RUINS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/18" n11IND01I TO BLOCK +1 15/18" 2X4. m SECURE TO BLOCK WV 3/I6' TAPCON6 MN SWANK SIZE 145 MN HEAD SIZE 300 MN EMBEDMENT 1 114') UATWN a' OF EACH BAD 4 W OO. MAX SPACINC4. NOTE, STRUCTURAL 2X MAT BE 2X6. ® ON OUTSIDE 4 SECURED SEGUE TO BLOCK TARO GW NON-STRUCTURAL W K2) 3/I6• TAPCCM 3A6• TAPCON MIN, 1-1/4' MN SHANK SIZE .145 EMBEDMENT INTO BLOCK MN LEAD SIZE 300 MN EMBEDMENT 1 1/4') WTMIN a' OF EACH END a' CM t W OC. MAX SPACNIi �' DRTIU4LL SEC ® ❑ SEGUE TO BLOCK WK2J 3/16' TAiF'CONB P.T. P.T. NAILER MN SHANK SIZE 145') DOOR CASRNCN MN MEAD SIZE 900 MIN. EMBEDMENT I V4 WITHIN S' OF EACH END 4 I►' OO. MAX SPAGNCa DOOR JAMB OR UWNDOW ATTACH TO 2X PER MANUFACTURES DETAIL& NOTE, 614M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" n1fLND01► TO BLOCK +2 1/4" 2" m SECURE TO BLOCK WBAS• TAPO" MN 814AW SIZE J45 MN MEAD SIZE 300 MN EBEDMENT 1 V4') WTWIN a• OF EACH ENm 4 b' Or —MAX SPACING. ZX4, m OFCUIE TO BLOCK WV V4' TANCONS MN SHARK SIZE J45 MN MEAD SIZE 3" MN EMBEDMENT 1 V4') WTMN a• OF EACH END 4 w O.C. MAX SPACNC 2X6, m 2X6. SECURE TO BLOCK SECURE TO BLOCK WK2) 3AW.' TAPCONS WK2) V4' TAPGONS MN MN SHMK am J48 SHANK SIZE J45 MN MN MEAD SIZE 340 MEAD SIZE 300 MN MN EMBEDMENT 1 V4') EMBEDMENT 1 1/49 WITHIN a' OF EsY.'MI END a' CL IUITWN 8' OF EACH END 4 b' oG. MAX aPAGNti. t r• oc. Max BPACWYa. 9' Cm V2' DRYWALL ❑ �. DRYIUALL S 9ECUIIE TO BLOCK SECURE TO BLOCK I'X4' UV(2) 3/110 TAPCON9 P.T. HALER UW2) V4' TAPCONS P.T. NAILER MN aMANK SUN J45 DOOR CASING MN SHANK SIZE J48 MN HEAD SIZE 300 MN NEAD SIZE 300 1/16' ODD. X 4' MN EMBEDMENT 1 V4') MN EMBEDMENT I V4') W MAN a• OF EACH END WWTWN a' OP P.ACJ4 END DOOR CASING 4 B• OC. MAX 4 M' OZ. MAX 8PACWYa DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANFACTFFES DETAILS, NOTE, SWIM AS NEEDED TO PLU 15 JAMB (DO NOT EXCEED V4.) DOOR JAMB TO BLACK +3" @WW I ATf)f:iC 4.R^ 2X4, m SECURE TO BLOCK W/ 3/16' TAPCONO MN SHANK SIZE 145 MN HEAD SIZE 300 MN EMBEDMENT I V4') UNT14N a' OF EACH END4 10' OG. MAX SPACING. 2X6, SECURE TO BLOCK UW2) 3/16' TAFr." (MN SHANK SIZE 145 MN HEAD SIZE 300 MN EMBEDMENT 11149 UATNN a' OF EACH END 4 W Or— MAX SPACIG- 2X& Imo SECURE TO BLOCK 11110) 3A6' TAPCONS MN SWANK SIZE 145 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4'/ U TWN a' OF EACH END It BMOC. MAX BPACNIi NOTE. STRUCTURAL 2X MUST BE ON OUTSIDE 4 SEGUED THROIYaM NON-STRUCTURAL 3/16' TAPCON MN. 1414' EMBEDMENT INTO BLOCK NOTE, 6141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') a• CM1U L12' DRTULALL M4N' P.T. NAILER DOOR CASINS. 2ND 2X SECURE TO STRUCTURAL MEMBER WK2Ad WITNN 6• OF EACH END 4 6' TO a' = MAX DOOR JAMB OR WIDOW ATTACW TO 2X PER MANFACTIEO DETAILS, DOOR JAMB TO BLACK +3" OKN R TO ATIICY +A" NOTE, SHIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3 7/16" �IiIN�01/ TO BLOCK +9 7/18" 2X4, m SECURE TO BLOCK IW 1,14' TAPCONS MN SWANK SIZE Ab MN MEAD SIZE 300 MN EMBEDMENT 1 1/49 WTHN a' OF EAC44 END t w OL. MAX SPACM NOTE: STRUCTURAL 2X 1 UST BE 2)(6, m ON OUTSIDE 4 SECURED SECURE TO BLOCK TNROW.W NON-STRUCTURAL 111K2) 1/4' TAPCCNS MN 3/16' TAPCON MN 1-114' SWANK SIZE J45 MN EMBEDMENT INTO BLOCK MEAD SIZE 300 MN 1,149 WITHIN a' OF EACH END 4 B' OG, MAX SPACING. 1/2' DRYWALL 2x& Imo ❑ I7(4' SECURE TO BLOCK P.T. NAILER WK2) V4' TAPOOMS P P.T. X 4' MN MN SWANK SIZE J45 MN MEAD SIZE 3M MN IS OMBNT I V4'l DOOR CASING WITWIN a' OF EAGNI END 4 WOO. MAX aPACNG. DOCR JAMB OR WIDOW ATTACH TO 2X PER MANLFAGTRES DETAILS, NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3 3/4" (:,111D�DOW TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com L AAf:0003325 14 14 WIN yQ� BUBDIV. & Li.OT: ABBOTT PARK LOT #31 BLK #12 [Pno"=T# 04181.000-31121 1[ODELc 4EBB "1828-CALI" GARAGE SIFMO: LEFT PAGE: DETAILS %160 MPH W. C PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FLB MANUFACTURER CATEGORY DESCRIPTION VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR W31/2021 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 21473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR W31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR W31/2021 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR W31/2021 23872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13972.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104562 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10456.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10446.1 SIMPSON STRUCT. P. WOOD CONNECTORS 2020 FBCR W31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/32/2021 10446S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 20441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 108602 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 11496S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 21495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 139D4.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1053120 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 19644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332-R6 MI WINDOWS & DOORS SLIDING GLASS DOOR 2020 FBCR 12/31/2024 15353-R5 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 1S353-115 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 15076-R6 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5684.2-R9 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.20-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR W31/2021 2395SA THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 239S6.2 THERMA-TRU EXT. DOORS 6'4" 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 23956A THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR W31/2021 107S8-R8 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216-R8 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477-R8 JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13192-R6 JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13223-RS JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13265-R5 JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30YEAR 2020 FBCR 12/32/2024 158.1 CASTCRETE STRUCTURAL UNTELS 2020 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 01/01/2021 d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 wwwabdeaWgroup.com AA /: 0003325 Y «r a q 23 14 0 w suDDIV. Ae LOT ABBOTT PARK LOT #31 BLK #12 PROJECT# 04181.000-31121 MODEL: 4EBB n1828-CALI" GARAGE BIWMG: LEFT 1PAGE: PRODUCT APPROVAL LISTING 1W MPH EXP. C DATE:: NT 01/20/21 SCALE: 1/4"=1'-0" sIMET D3 PIREORMED CON7R0. JOM BEBE WFE OF CONTROL JONT6 RED TWO TO LATM . 9' 04. MAX (VERTA k9M DO NOT FASTEN CONTROL IOW TO ROLL EVEN F 67UD EXISTS BEYOND EXCEPT STAPLES RV OLOS E.CLIRRE CONTROL BE USED TO TWIP SJJow DIRNG INSTALLATION ------- FASTENERS, TO BE SPAAACEDDD---��� • T' O.G MAX vERTKALL / I / >. mac.■ k TNICIC 3 COAT CELMEVT PLASTER WRB LAYER Q, FORt1F18E1t OISLDNG PAPER APPROVED METAL LATM FASTENED 01' (VERY.) O.C. MAX AT SUPPORTS WOOD LAYER 9, STUCCO WRAP WOOD SMEATMNG MImm JOINTS JOTS o LOA BE STOPPED M TIED AT EACM SIDE. PER ASTM C1063 P E BCKING LO PLACELACE D FLAT MAX 6' TO 6' NOTE� FROM CONTROL JOINT WMEI CRITROL JOM FALLS ON / STR)CTWRAL STUD EERB FOR LATH To ONE NAILS OR\ i STAPLES N COMPLIANCE IW ASTM C1063 r 2. ORE TIES TO BE (NO. NO 0041W ORE 3. BLOCKING SNOW MAY Be IN ADDITION \ TO WALL STIRS 01111MIFIED PER PLAN Fps, a7 �' .1 m-- - - O LFOLD W4IO•R.A ®^r>Lo O L--- ". A * COWAN " FT.6 *COWAN "".0 OL11GI.D NIYIO"R.A L CINA■■ " FT.0 rotas ® L POLO MI•IO • R. A L COY■ " FT. 6 L CIOY■ . 4 NOLDR. lll 6 TLL MTo= . C Tol4CIa■ 60470N ILA+■e r 6ORCN ~ANIS sATse T. MAL POLO. 122 T,acw, biw— APPROVED SU LDNG WRAP SMALL BE LAPPED A MNMUM OF 6' • VERTICAL LAPS (ROLL ENDS) A 6' ■ HOPUZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIOEM SIEATUM TAPE LATH VERTICAL LAP TO OE r ... I I METAL L.ATM WRB LAYER -L STUCCO WRAP WRDDING LAYER "1. PgRTIR10E! dLN.PAPER � I JI LAE 2 SCALE.IIRvJ'.1'-0• Q KICKOUT DETAIL ~'yv Wl6e ,nNT MAL /■eo ae dRn AT SROM O OuMO NOTE, SIDE LAPS OF METAL PLASTER MASE8 SMALL BE SEARED TO RR41MIS6 rIPMEM TMEM' SMALL OE TIED OTM 00415-6L (121-14M) ORE AT INTERVALS NOT MORE THAN S' (7M-mu AS PER ASTM CI063. FOR REPAIR OF TEARS N WRIS LAYERS, TEARS MAY BE PATCHED W4I0M WRAP TAPE PER MANUF_ SPEC. OR PEEL A STDC WOOD 5mx SHEATHING PAPER 1111-W-1 T C9 GQ4T GEI-E NT METAL LATH UM LAYER 4. PORTFOM BALDNG PAPER WOOD SLEATMNG WOOD SHEATHING OR CMU UPS LAYER *I, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRE1 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING Z (NAIL TO RDOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.t.S. 4'x4' 4• APPROVED NOOSE WRAP. RASH■Yi To E)OEND ONTO PIPE 1. OR LESS POPE CUT AND OVERLAP ONE SIDE op---1 SELF-ADIERMG MEMBRANE FLASHING STEP 01 PIPE/ WIRE TO PRA)'WG FIFE N.T.S. STEP n 6Sc6' SELF-ADWEIk i MENBRANE R A 04M (COMPATIBLE WV HOUSE WRAP MATEtlALJ OVER 4'x4' SELF-ADMERNG MEMBRANE FLASWM OVER APPROVED MOItlE WRAP. FLASNNG ro EXIEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF 6ELF-AD1ER816 MEFIORNE R.ASNNC WRO LAYER R. FOtTW OM OUILDNG PAPER 1•SLTAL LOTH W.W SELF-ADMERNG MEISMAIE PLASMNCs OVER 4'x4' SELP-ADLERMG MEMORAfE FLAS 4110 OVER APPROVED mom WRAP. RASNIC To EMEND ONTO PME F eMM To EMEND ONTO PIPE W CONT. BEAD OF SEALANT AIR SECTION eeso. SCION E Fxlerbr Cl he e d patlend plesier shell caryl. y xiih t92pk.on dwrrenh C 6- rapof C 928-18E. Ircet b*m o1 eldedor laf ft and Caring 9M com49y.1111 ASTM C 106319% or ASTM 1787. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER "2 (FORTIFI5ER - - - - - - - - - 5UILDINGs PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16t ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R103,11 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) i"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX 407-7744078 wwwabdosipgroup.com L AA IM: 0003325 J y O 8VSDIV. at LOT: ABBOTT PARK LOT #31 BLK #12 PROJECTp 04181.000-31121 HODELM 4EBB "1828-CALM' GARAGE 8WMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 VPH EXP. No DAA . 01/20/21 SCALE: 1/4"=1'-0" SHEET k. WA1 INSTALL W SELF-ADFERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAT'¢ OF THE EXHAUST. SFh n:ur-� OF FLABH9 TO BE: .X: I. BOTTOM, 2. SIDES, 3. TOP VENT CAP 18 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. 'I ;X E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i JOINTS AND INTERSECTIONS ' APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES.& CAULKING a JOINT ALL AROUND I I PER SECTION R703.7 Exteft latttltg and *e6at6m BACKER ROD I I Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. X ?E Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. MRS LAYER 9, n 7C: STUCCO WRAP - HOODED VENT i' THICK 3 COAT CEMENT PLASTER METAL LATH UAW LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHINGS SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'103.11 / A5TM C-841-14a, MIN. 2B LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASI-IIW% LINIT PREMANLP. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS0 BUILDING PAPER - UNDER 'QUICK FLASH' A VENT PENETRATION tl SCALE: N T.S. ELEC. METEf VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 10�—ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ;R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :.O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENINGS IN APPROVED HOUSEWRAP FOR BOX INSTALLATION IURB LAYER $1, STUCCO UJRAP WOOD SHEATHINGS HOUSEUJRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD - OVER 60 MIN G.SRADE '0' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING UM LAYER 4, STUCCO WRAP WR6 LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO UIOOD STRUCTURAL MEMBER -'I O.C. MAX V To A' MID -wALL U,EEP ni-mean .6' MOE STRIP SELF ADHESIVE R A914WA CLEAN MAS0hW BEFORE APPLYW. V FINISH a MASONW HORIZONTAL WEEP SCREED (FRAME TO BLOCK) UIRB LAYER 01, STLICCO IURAP 8' Jo STEP *5 STEP #ro @)ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AAp:0003325 F FQ Y o 1? �+ B Id d w D as $ $ SL7HDIV ae IAT ABBOTT PARK LOT #31 BLK #12 PROJECT1y 04181.000-31121 MODEL' 4EBB "1828—CAI.I" GARAGE 3111MG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C I jk" NO DATE: 01/20/21 SCALE: 1/4"=1'-0" B dV ME�TT A2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/1ro' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - k 22 1�k CORNER BEAD (FASTENER E SPACINCs 9 l' O.G.) CMu 1/2' TWIGK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK li N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-7746078 FAX 407-7744078 wwwzbdeWgngroup.com AA !: 0003325 b $ � yq s� Id GyQI aUBDiN & LOT ABBOTT PARK LOT #31 BLK #12 PltoJECT* 04181.000-31121 MODEL: 4EBB "1828-CALL" GARAGE STRING: LEFT PAGE, WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHIWG V— BEYOND uloOD M+EArNrld RSrIVE BBAA RISER WEATHER RESto BARRIER 7L' X T >IIDRG \ U //' / 6bWBALJ.E'EA E FLASNb EW RD' STIRRER BTR1P ' \\ \\ RSISTIVE RAA \\\ SAR jY I FLAGHMoWeRrtr. \ — GA -VD META- GALV9 METAL _ 'r FLA m T FLASNNG .V-•v--e YWam TRIM ME�7'7pER CAS GGBfL \ t MEMlER GAPW AAWdCM PPRDVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION u,00D eNEATNaI� WEARER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 7 STARTER STRIP— ` .' i 1 a / \ \ 4 �M _ TA- iffia": S •• SELF-ADNERNG FLASNRYa wEATNER REslanvE BARRIER � WEARER RESISTIVE BaIOaER a MARCHE TRIM PER ELEVATION NARDIE TRIM PER ELEVATION GAP WCAUMM \� / QOR� SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup•com AA #F. 0003325 Y x BXMDIEV as LOT: ABBOTT PARK LOT #31 BLK #12 PROJECT# 04181.000-31121 MODEL: 4EBB "1828—CALI" GARAGE BwiNG: LEFT 1 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C D T 01/20/21 8CALE: 1/4"=1'-0" SHEET kk WA4 BXMDIEV as LOT: ABBOTT PARK LOT #31 BLK #12 PROJECT# 04181.000-31121 MODEL: 4EBB "1828—CALI" GARAGE BwiNG: LEFT 1 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C D T 01/20/21 8CALE: 1/4"=1'-0" SHEET kk WA4 / i \ ---- - -- - ' 2.6 SUB-BANb W/I'x4' NOTCH — _ END, WRAPPED IN PEEL 4 STICK METAL FASCIA !11\ DRIP EDGE ! �\ -1/8' \ TEXTURED I FINISH a WOOD I \1 2x6 SUB Banc 11/8! 1/2' TEXTURED \ FINISH s CMU \ i ' METAL FASCIA \\ WRAP Ys' FROM \ STUCCO, I' FROM \ 1 -------- —..4 WOOD WALL \ ,1 " --EXTERIOR WALL 1 (FRAME OR CMU) \1\ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY \\ 1 7/8' TEXTURED FINISH • WOOD, V2' TEMINQED RMISH CMU METAL LATH I \_WOOD 844EATWNG OR CMU WR5 LAYER 9, STUCCO WRAP (FRAME ONLY) WRB LAYER 4, FORTIFIBER BUILOMG PAPER �I (FRAME ONLY) ©PLr4N P ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) EDGE, I' OFF WALL INTO STUCCO) \\OF 1'1/8' TEXTURED FINISH /WOOD, 1/2' TEXTURED FINISH a CMU 2x6 SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK ® METAL FASCIA WRAP i' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x f x x FRAME OR CMU x x x x x x x x x x x x x x x x x x x x x ' FELT PAPER x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT x x x x x _ ONLY. FOR WALL OFF x SET OF COMPONENTS) - METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wl%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL ® WALL 3• x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU PRE-ENG'D TRUSS TO BE CUT ® x x x x x x x x x x x x x x x x x x x x x x x WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x FELT PAPER W/TEXTURED FINISH x x x x x x x x x x 2'x4'x4'-O' x x x x x x x x x x DRIP EDGE SCABBED TO TRUSS x x x x x x x x (REFERENCE POINT W/126 NAILS 6'-S' x x x x x ONLY. FOR WALL OFF O.G. MAX. x SET OF COMPONENTS) 2x SUB -BAND W/U�'x4'F. NOTCH mEND = ', METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND METAL FASCIA WRAP W/1 �'x4' NOTCH 9 /� END, WRAPPED IN PEEL t STICK ®PL,4N ,4 DRIP EDGE EXTERIOR WALL -ROOF CEMENT (FRAME OR CMU) ROOF EDGE OMITTED FOR SUB BAND DETAIL ® WALL CLARITY W/KICK— OUT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX, 407-7744078 www.abdesigngroup.com AA 3: 0003325 o aunDIN. ae LOT ABBOTT PARK LOT #31 BLK #12 PROJECT# 04181.000-31121 MODEL: 4EBB "1828—CALI" GARAGE 8V Md: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C nlw 39'-8" 28'-8" 3'-4" 15'-10" 9,-6" 9,$. ,4. 3'-6" 36'-2" 0'-0" TOP OF SLAB FM-12X12— — - ml \\ \\ 1A 4 4" CONC. ` C` SLAB x I �cc F-24X24� -0" n. 1' �31/2' I \ I �\ --- EXTEND— FM-12X16 4" PVC SLAB 1 1/2' '1 I %%",.'�CHASE 1A 1 1A \ I a-0 I. I \ ` \\ TOP Of I `\ SLAB \ `,; n Ix I \ II •I \\ I . X I \\ I \� LL •I �\ I- I I 15'A' 5'-0" 19'-0" \\ d 1A 1 — _ TE 1 1/2" +6 I I 4" 17-8 '" '" 2-8I I X-0" 5 i I I m_ Lu • cJ a I co I I EXTEND 1 2 1A SLAB 1112" 1.1 ` — — — — - 11 11 SIMILAR m FM-12X18 4' CONC.I c� —,' �a w SLAB I I SIM LAR 51 3,-5. tC1" ILL 05 o71/Y 1A 2 0 1 lA 1 I MC-12X18 — — fM-12X18 v — — — — — FMC-12X18 — 4 L 1.1 11 FM-12X18 — — — — 0 '1 J 4 2'-8" 16'-W 2'-8' 3'-10" 10'-7 4-1 14'-0" 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 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +.q-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATES #5 BAR OINDICATES #6 BAR,SNDICATES #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 FLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"). AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #US AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 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 Y-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3IQ" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x12 12" CONTINUOUS 12" ()#Fs FM-12xl8 42" CONTINUOUS 111" (2) #5's (+)(l'-0" FM-,6x18 16" CONTINUOUS 18" - s + '-0" FMC-12x18 1Y CONTINUOUS 18" - s #5 IN CURB VARIES d N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.com AA #: 0003325 _ L L� M @ 1 F IQ, �Fj E lb kb 6 i ib cgs aysaiv. a# LOT: ABBOTT PARK LOT #31 BLK #12 PROJWT41 04181.000-31121 MODEL. 4EBB "1828—CALI" GARAGE SVIMO: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C D TE 01/20/21 SCALm 1/4"=1'-0" SHEET sl M„ MIN. EACH WAY MONOLITHIC FOOTING ,v STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED v CELL SEE PLAN FOR SIZE AND ¢ a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS > wm SPACING REQUIREMENTS .(� ... 1v �i•'. GARAGE DOOR U Ill� RECESS vU—. J 1i gp v4i z 8" CMU WALL O 8' CMU WALL , . CORNER BARS, SAME SIZE AS LARGER BAR w w e" Oa c Z �. IN FOUNDATION WITH 30" LEG EACH ul U +_ 0'-0• ° TOP OF SLAB I 0'-0" TOP OF SLAB OI,T ,J WAY AT ALL CHANGES IN DIRECTIONS ' ., •, SO THAT THE STEEL REINF. IS CONTINUOUS N q! { .. - - - - I( MATCH AMOUNT OF CONTINUOUS BARS I • �) CURB FOR • - EXT. PORCH SLAB ° �., SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (I -STORY) - - -VARIES SEE SLAB SCHEDULE TOP OF GARAGE �LL v. CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE N MASONRY UNITS SET �=p, AT ELEV: A_p�• W! 112" ISOLATION 6" CHAMFER (2-STORY) 16" EXT. PORCH SLAB 4" CHAMFER (I -STORY) JOINT (WHERE -. #q pq• WI ill" ISOLATION °a 6" CHAMFER (2STORY) APPLICABLE) Z SEE SCHEDULE #5 30" JOINT (WHERE. �. APPLICABLE Z ° ) SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING f FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (Le. 2 TO 3, PROVIDE 2 BARS), UNO ? EXTERIOR MONO -FOOTING r EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0 2 @ GARAGE SCALE:3/4"=1'0 CORNER BARS DETAIL DOOR OPENING 3 SCALE: 3/4•=1'-0" 4 SCALE: 3/4'=1'-0" Z (1) #5 REBAR VERTICALLY W/ CONC. U POURED CELL �� CMU LAP TOP PLATE A MIN. OF 48" COMMON < a #4 REBAR �24" O.C. @ CENTER OF NAIILLS 2-ROWSd4" O/C . VERIFY HEIGHT wm g SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Lu 5 c 0 -�,,, O 1 o a WALL W/ SYP H U F 2" CAPPED j NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ GALVANIZED PIPE O a SECURED W/ 2- PART K g SPACING. SINGLE BTM. PLATE WNW' WEDGE ANCHOR W/ 2"' W/FLANGE @ BASE a EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH 8", UNO PLATE EPDXY 5-112" EMBED. MIN. @ 16" OC iv 4" CONC., REINF. W/ To Q FOLLOW ALL MANF. = W SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX. ° : 1 6 x6 #10 W WM ON Q� I cn U �D STM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" 2 cn 1 6-MIL POLY ETHYLENE SECURE FLANGE TO F- PREPARATION OF U a COMMON NAILS FILL ALL ,_D, APOR BARRIER ON SLAB W/(4)114" X 2 1/4" HOLE. ¢ W DO NOT USE 10d = Q WELL -COMPACTED TAPCONS ROLES, SEE SLAB SCHEDULE >� CLEAN FILL TERMITE TREATMENT SHALL BE O } Q ° ^. BORA-CARE QO _ ° 0 ..� .. " QQ Q' TOP OF SLAB .. . —� CONT. #4 REBAR - 4" CHAMFER (I -STORY) ° _ f 6" CHAMFER(2STORY) .`i ` (2) #5 REBAR ON CHAIRS MIN. DEPTH INTO Z 0= 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. EE SCHEDULE VI � > VIRGIN OR ENGINEERED SOIL O "T COMPACTED SOIL FOR WxD, BAR SIZE SLAB HEIGHT LESS THAN 3'S" pER C BOLLARD 5 ADDING BAR TO AND BAR QUANTITY M EXTERIOR MONO DEEP SCALE:34'=1'-0' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL FOOTING W/ BLOCK WALL 1 A SCALE: 3/4'=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL WI 16d COMMON LAP TOP PLATE A MIN. OF 48" NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL Wl PLAN NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE Q a BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT, SECURE ST. PLATE TO O >> a F PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL m w SLAB WI10d MASONRY NAIL 18" O/C STAGGERED. 16" O/C STAGGERED. ADDITIONAL METAL m U v d ADDITIONAL METAL CONNECTORS NOT CONNECTORS NOT REQUIRED WHEN NO 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. - POURED LINTEL CONT. (TYP.) p) UPLIFT IS PRESENT. W 6" CMU FILLED CELL (TYP.) � 0'' , TOP OF SLAB � SEE SLAB SCHEDULE Q SEE SLAB SCHEDULE I° - 2X WALL FRAMING SEE SLAB SCHEDULE 1/2" DIA. SIMPSON ST82 BOLTS 5" -0" Z ® MINIMUM EMBEDMENT INTO —ate... a TOP OF SLABm^ "ISOLATED' COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE ea SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY EQ. EQ. _—SEE SCHEDULE AND BAR QUANTITY FOR WxD, BAR SIZE COMBINED EXTERIOR MONO— INTERIOR FRAME BRIG WALL TO AND BAR QUANTITY FOUNDATION WOOD WALL FOOTING AND COL. PAD CURB FOUNDATION WOOD WALLy4'=+-0" (D,_'�NINTTE�RMIOR�� 10 BLOCK WALL CONNECTION 8INTERIOR (NO UPLIFT) SCALE: 34"=1" -0 , , SCALE:3a=,-0 SCALE: 3/4'=1'-0" (NO UPLIFT) 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.atxleslgngroup.com AA #: 0003325 MEN y a 4t �a br b C 6 9g p C QL 8vsarV. as r,OT ABBOTT PARK LOT #31 BLK #12 F-ROJECTp 04181.000-31121 MODEM, 4EBB "1828—CALI" GARAGE 8lrMO: LEFT PAGE: DETAILS 160 MPH EXP. C I N. RONAL.D REAGAN SL LONGWOOD, FL 32750 PH: 407-774E078 FAX 407-7744078 wwwabdesigngroup.eom AA P. 0003325 a^ � R Vn IE sUBDIN. a. 2.374 ABBOTT PARK LOT #31 BLK #12 PROJECTp 04181.000-31121 MODMIU 4EBB "1828-CALL" GARAGE SIFMG: LEFT PAGE: DOWEL PLAN 160 MPH ER. C DOWEL PLAN SCALE: 114" = V-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK - GROUTED BOND BEAM .I ,d g a � CLEAN OUT REQUIRED FOR INSPECTION Q m TIE VERTICAL REBAR a TO HORIZONTAL - -a.:- REBAR W/10"HOOK BAR SIZE 48 BAR DIA. Z #3 1 18" #4 24" m U #5 30" #6 36" #7 42" HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 10 ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL m Vz]HA_�SEE SLAB SCHEDULE CMFER (1STORY) CHAMFER(2STORY) ZATCH STEEL 2 REINFORCEMENT tv PER SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE (DLH� TOP OF SLAB- - a TOP OF SLAB BAR SIZE 48 BAR DIA 2 Lu #3 18" U #4 24" #5 30" jjj34 6" PVC CHASE THRU FOOTING #7 42" MATCH STEEL REINFORCEMENT PERSCHEDULE #5 BARS 1 ,. 8" ,. CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS i44i N. RONALD REAGAN BLVD.' LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA #: 0003326 J Y Z h � M - 8 @ r iL suEmrv. ds Lois, ABBOTT PARK LOT #31 BLK #12 PROJECT# 04181.000-31121 HGDEX. 4EBB "1828-CALI" GARAGE s`1111ING: LEFT PAGE: DETAILS 160 PH EXP. C aA NO DDATTZ: . 01/20/21 SCALE: 1/4"=1'-0" s*=XT S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8)10d x 1 1 /2 HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177' ° x 2 7/8" LONG, WITH WASHER @ 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE ® INDICATES OPENING BELOW/T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psc 1SSIIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 Bx8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES L-------------- --- --------------+----------1----------� 8F16 M]N: lT/DWlB 17'4P BTM. OF LINTEL @ T-W ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4' = l'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 wwwAbdesigrigroup.com AA #: 0003325 y Y J Y r F C C ul C BvsDly a. LAT: ABBOTT PARK LOT #31 BLK #12 PROJECT* 04181.000-31121 MODELS 4EBB "1828-CAll" GARAGE BTIMG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C #5 CORNER BAR W/ 30• LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ IXHOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. V5 � XI), P� 9Q F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE 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. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. WIDTH # OF #5'S, IN BOND BEAM COURSE �" NOMINAL�,16-`!T/l P� HEIGHT # OF #VS, TOP / B IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -IT/1 WOO INDICATES A DOUBLE BOND BEAM # OF #5's' BOTTOM AND XFXX- 1TMMMB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - 1T/1 MMB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST `4 1!4" WINDOW SILL Z f SLOPE m TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 scaLE:ltn•=r-0• BOND BEAM 1#5 TYR 8"x16• BOND BEAM -•': Bxt6 DBL. BOND TOP OF BEAM W/ (1)#5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR .4- BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL SEE NOTE 5 8XB PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2- BEAM DESIGNATION OR OR �f 8x8 PRE -CAST CONCRETE L SCALE: 3l4"=1'-0" LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS �.w . PRECAST HEADER(MtN) 2x4 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4•) 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SVE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAILS 1 — SINGLE #5 CORNER BAR, 30z30 TURNED UP 4 OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 a 6 sysDIV as LIOT: ABBOTT PARK LOT #31 BLK #12 PROJECT# 04181.000-31121 MODELS 4EBB "1828-CAU" GARAGE 21111MCO: LEFT PAGE: DETAILS 160 MPH EXP. C "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 e-IT 1r lr 1Tas -+T� TYPE LENGTH PLAIN SAID TYPE LENGTH al8-1T 8116.1T 820-1T 8f24-IT 84264T apt-tT a8.1s 6-mt 1TM 1Th rn1 tTn aw2T silo-2T 8@o2r 8124.2T ws-v erj2-2r 3'4" PRECAST 1436 952 3114 4217 5321 8428 7531 3'4' PRECAST 689 1024 3'4' PRECAST 15N 3524 4394 5263 6132 7001 2465 8113 89B5 77I16 9091 10000 1669 3524 1394 5289 8132 700+ 4'-0" PRECAST 1065 700 2305 3125 3945 4766 88e7 4'-0' PRECAST 514 763 4'-0" PREP 1363 3060 3815 4570 sm 0079 1961 6113 7102 6524 7627 8751 1363 3OW 3615 4570 5325 6079 4'4" PRECAST 819 533 1770 2400 3033 3606 4300 4'PRECAST 4" 398 591 4'4" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 W41 7586 1207 2707 3375 4043 4711 5379 5�" PRECAST 931 1247 1999 2560 3123 3e96 4249 5' 4" PRECAST 411 411 5' 4" PRECAST 1010 law 2374 2944 3513 4064 1319 4480 7196 7342 5780 6259 1016 2276 28M 3399 3961 4054 5'-10" PRECAST 817 1024 1631 2� 080 2540 3WO 3470 5-10' PRECAST 340 339 5'-10' PRECAST on 1490 1971 2443 2915 3387 1161 3 5877 am 0548 5776 920 2080 2603 31m 3620 4133 B4" PRECAST 682 1139 3227 3031 3707 43M 5051 6'4' PRECAST 410 721 8'4' PRECAST 835 1201 1578 1N5 2332 2709 1139 3227 4598 7054 10000 8e25 835 lase 2329 2790 3251 3712 T4' PRECAST 570 936 2498 2205 28M 3191 38� T4' PRECAST 303 534 T 6• PRECAST 716 ON 1181 1462 1743 2= 938 249a MOB 4854 M57 6472 727 IVA 2025 2426 2a27 3228 W 4" PRECAST 428 W3 15M =4 2481 2818 2621 9'-4• PRECAST 192 384 9 �" PRECAST 4" 588 757 948 1120 1310 639 1674 2298 3061 4099 4899 572 1318 1643 190 2164 2519 104' PRECAST 388 467 1247 1767 1904 2163 2MB 104' PRECAST 151 301 10'4' PRECAST 356 468 612 755 e99 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11' 4• PRECAST 330 544 1312 1742 22i2 266B 3630 11'rl° PRECAST 132 417 11' d° PRECAST 4W 406 530 so 1n en 544 1312 1742 2252 2888 3552 4H8 1042 1372 1843 1470 1710 12 0" PRECAST 308 507 1210 law 2O48 25M 3191 12' 0" PRECAST 'I'll 370 12'-0' PRECAST 1 383 366 476 567 698 ME 507 1 1210 1596 2048 2686 3171 440 940 1900 1580 1314 1478 13�" PRECAST 270 433 1045 1365 1732 2167 2536 13'�' PRECAST 82 298 13'�" PRECAST 306 303 393 484 675 645 414 1045 13H5 1732 2316 2W5 396 780 1067 1312 1071 1203 14' 0" PRECAST 254 386 978 1272 Iwo 1966 2279 14'-0" PRECAST 71 293 14'-0' PRECAST 279 278 300 443 626 HOB 390 978 1m Iwo 1950 29M 378 717 gel 1192 975 1133 14'4r PRESTRESSED N.R. NR NR NR NR NR NR 14,4" PRESTRESSED N.R.283 14%W PRESTRESSED 239 422 506 628 746 855 456 1079 1420 1824 2277 2712 246 663 990 1237 1474 1715 164, PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R.-' 252 15' PRESTRESSED 224 387 464 514 684 793 412 1014 1340 1703 2118 2513 230 $16 BOB 1134 1353 1672 iT 4• PRESTRESSED N.R NR NR NR NR NR NR 1T 4' PRESTRESSED N.R. 183 1T�4" PRESTRESSED 187 320 365 451 507 ON 300 856 1121 1413 1739 2047 192 Soo 720 501 1135 1312 19'4' PRESTRESSED N.R. NR NR NR NR NR PER 1WA" PRESTRESSED N.R.148 19'-4' PRESTRESSED 162 296 348 430 513 595 235 736 959 1200 1467 1716 lee 420 m 803 950 1098 21'4" PRESTRESSED N.R. NR NR NR rat NR NR 21'4' PRESTRESSED N.R. 125 21'-C PRESTRESSED 142 219 308 381 454 627 180 598 833 1038 lies 1468 142 373 537 890 ale 943 2Z-W PRESTRESSED N.R NR PER NR NR NR NR 27-0' PRESTRESSED N.R. 116 27-0' PRESTRESSED 137 226 290 359 428 497 1B5 550 784 992 1203 1381 137 356 513 659 779 900 24'-0' PRESTRESSED N.R. NR NR NR NR NR PER 24'-0" PRESTRESSED N.R 91 24'-0" PRESTRESSED 11 11 245 302 310 411 12e 450 H64 824 /01a 1147 124 319 456 58t 667 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 UN ' N. RONALD REAGAN BE LONGWOOD, FL 32750 PH: 407-774F078 FAX: 407-7744078 wwwabdeslgngrouP.com AA #: 0003325 Y P E sUHDIV. a LOT ABBOTT PARK LOT #31 BLK #12 PROJECT# 04181.000-31121 MODMU 4EBB "1828—CALI" GARAGE sTFING: LEFT PAGE: SAFE LOAD TABLES 160 MPH KV . C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 1Od x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 NY HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 1/2' HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4, AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ 0 SIMPSON LTA2 USED TO BRACE TOP OF WALL. �1 10 1—t t ELI I ATTACH 4'-G* LONG 2x SCAB I• • � m - 0 - -- - ---- ATTIC FRAMING PLAN SCALE: 1/4" =1'-0" C ;J3 �J5 1A O 1 C d N. RONALD REAGAN B! LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwAbdesigngroup.com AA is 0003325 R a i y S? � 14 G mulm V. a LOT ABBOTT PARK LOT #31 BLK #12 1pIFtOjwT# 04181.000-31121 moaEtl 4EBB "1828-CALL" GARAGE 91IING: LEFT PAGE - FRAMING PLAN 0 PH C pnur A=: 01/20/21 sCALE: 1/4"=1'-0" SSEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE MMMOIN (N 24" O/C, SUBMIT SHOP 'ROOF/WALLIFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE' A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT ON (9) tOd x 1 }' NAILS TO TRUSS PLYWOOD SHEATHING, SEE N HETAt6 1 Od T 0 B{2) SIMPSON HETAt6 TRUSS ANCHOR WITH TRUSS ANCHOR WITH T USS AN NOTE : APT SYP #2 2' x 4", �T02 7/4" TRUSS ANDt(4) SHEATHING SHEATHING (12)16d x t }" NAILS TO TRUSS (9)10d x 1 }" NAILS TO 6", 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5' WI 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C{t) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2' x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO GIRDER # 1900 UPLIFT (2) SIMPSON 14TSM20 INSTALLED ON (16) 1Od x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED CONJUNCTION WITH ACCOMMODATE OPPOSITE FACES OF PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS WI tOd NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. WITH (12)16d x 3' NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" ADDITIONAL PLY MAX. TO {1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM 2x WOOD FASCIA ACCOMMODATE TRUSS WITH 4 () �' x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. SE }" x 2 }" TO GIRDER 2x SECURED W/ (3)16d GALV. COMMON NAILS, ENGINEERED WOOD B{7) SIMPSON FGTR GIRDER TIEDOWN WITH 1 x2 SECURED W/ 10d TRUSSES @ 24- O/C, lx2 2x WOOD FASCIA (2) }" x 5' TITEN HD TO CMU AND (78) SIDS }" z GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3)16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }' x 5"TITEN HD TO CMU AND (18) SOB }" x 3' tx2 SECURED W/ 1 Od MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 14" 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.) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 865 C ALLOWABLE UPLIFT = 8LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c BALE: y'"=' TYPICAL ROOF 3 SCALE:34^=1'-0" GIRDER CONNECTOR(S) 2a 2b 2c 1 GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T 8 G SUBFLOOR GLUED AND BRACE BRACE W/ (3)12d ®EA. TRUSSES WHERE SCREWED AS PER SCHEDULE (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA12 20 GAUGE COVER 5 TRUSSES) 4'4" O.C. (AT SHEATHING z- W/ 10dzll2 HOG NAILS SEAMS) 01-0" TO 30'-0" (1)'X" BRACE EACH END. TOTAL OF 10 30'-1" TO 60'-0 (3)'0P BRACE SECURE PT. PLATE PER FLEVALTION J. . (1) "X" BRACE @ CENTER l 1 TO BLK W/ IV FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLOL Wl T Wl2" GIRDER 6'4" MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH R 10--0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. R El EVATION ' lx4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG FLOOR TRUSS BTM. CHORD BRACING, SEE STIFFBACK (AS PER O.0 PLATEWI 72d's 8" 518" GYPSUM BOARD OR 1/2" HIGH PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ STRENGTH CLG. BOARD MAY NOT 8E (2)10d's @ EACH TRUSS SECURE TRUSS TO TOP PLATE wI (2) N a F REQUIRED TO BE INSTALLED M 16d TOENAILS - 10'-0" O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF MIN. 7" EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18)16d x SE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-E 1/2^ NAILS TO POST., BOND BEAM REQ. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING °. 1/2' GYP. WL. BD. " ix4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER .• " • MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF ° ^ i ;. 0.4 10'-0" O/C MAXSECURED WI (2)10d COMMON NAILS AT EACH CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END INTERSECTION TYP. 7 gTM. CHORD BRACING PRE-ENG'D TRUSS scALE:3-4•=1•-0" 6 GIRDER/WOOD POST CONNECTIONS SCALED4"=,'-0 5 a SCALE: 3�4"=1'-0" FLOOR TRUSS CONNECTION L.B.W. 4 SCALE: 3/4"=1'-(" (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/4'D HOLE EDGE >5/8" USED SO LONG AS THEY CONFORM TO THE FOLLOWING HOLE DIAMETER < 2/5'D SGL. STUD OUTER 113 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES OLE EDGE >SW AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Ft AND F2 FORCES. BTM. HOLE DIAMETER PLATE <3/5•D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 11 %1 AND BORING LIMITS SCALE:34"=1'-0 0 O SCALE: 1 1!2"=1'-0" d N. RONALD REAGAN BL LONGWOOD, FL 32760 PH: 407-7746078 FAX 407-7744078 wwwabdesigngfoup.com AA #: 0003325 Y r 4 dd (�p Y � Oil III ii L i. BVHDIv. a LOT ABBOTT PARK LOT #31 BLK #12 PROJECT# 04181.000-31121 MODEU 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 PH EXP. C VTCR SPACING (1) AT EACH END 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d @ EA 41-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-W (1) "X" BRACE "� it 39-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE 0 CENTER L (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFIWALLIFLOOR �L- - SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW lx2,2XWOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, bQ SECURED Wl 10d SUBMIT SHOP DRAWINGS V. NAILS 2x4 FORREVRO CONTSECURED O(COMMON 12" O/C 17, /(2)l2AT AND APPROVAL SECURED W/ (2) 12d's @ PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENGD TRUSS .� L SCALE: N.T.S. � W/ HIP RETURN SCALE:314'�,'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE{RT,,p WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2X6 PT. PLATE TO BLK WI TRUSS PLAN W/ 1/2" OIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2X4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @,0'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-0" d N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7746078 FAX- 407-7744078 WwwAbdCBIgrkgfOUP.cDm AA #: 0003325 V N w J � •� F I� � o W�1 BUHDIV. do Lo ABBOTT PARK LOT #31 BLK #12 PROJECT# 04181.000-31121 MODEL: 4EBB "1828—CALI" GARAGE 8111ING: LEFT PAGE: DETAILS MP XP. lei DAM 001/20/21 SCALE: 1/4"=1"-0" SKEET S3.1B ROOF WIND DESIGN PRESSURES 7- ZONE 1 = 23.79 PSF ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) "A"= 4'4" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT - 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 (32116), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS WI IN 4' OF GABLE END, ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 8d RING SHANK, 2 GIB" 0.113 170,000 RING RINGS F1667 SCREW SHANK P6-20 ER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 318" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP IL BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACFEMENT SPACING ZONE 1: S4 NAILS @ 4" O.C. ON EDGE AND S" O.C. IN FIELD ZONE 2e, 2n,C 2r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3Sd NAILS @ 4- O.C. ON EDGE AND 4- O.C. IN FIELD 8d RING SHANK GUN NAILS @ 4" O.C. TOP 8 BOTTOM EDGES N - VIED VO Y 0 UU 00 RAFTER OR TRUSS— ROOF SHEATHING ■�MM�I II �mm 11 .—__�, BUILDING LENGTH / ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE ENO A (1) ADD-L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ I G'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING ` C#8 2" DECK SCREWS @ 6"-8. O.C. MAX @ EQGES 8 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` 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: FSC4R 2020, 7M EDITION ACI 315-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. TMS 402160E-16 AISI SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WRING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC331cm MMAXIMUMAGGREGATE SIZE SHALL BE 31P. PROVIDE 6%NR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER WOOD: NON43EARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ALL E7 PARE) EDGES OF CONCRETE ARE TO BE CH MFERED 3W. ALL WOOD FOR BEAMS. BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FI = 1100 PSI AND A MODULUS OF PROVIDE EVIL CONTINUOUS POLYETHYLENE VAPOR BARRIER M MNW E UNDER ALL SIPBSOWGROI#O WHERE INDICATED ON ELASTICITY = 1,400,ODO PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS SEAMS LAPPED 8 INCHES AND S�ALEDYAfIi ADFESNETAPE 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 PRESERVAT VE TREATMENT: DISODIUM FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PL MS: MINIMUM NAILING PER FBCR 2020, 71h EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALAEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al064/A7064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH T CHAIRS SPACED Y-O' OC, EACH WAY. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A61SA815M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS. FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS ROOF: LIVE LOAD FLOOR LIVE LOAD 40 psf REVIEW. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WORD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL-PLATE-CONNECTED-W000 TRUSS CONSTRUCTION:, AND 'SCSI LATEST EIXTKN: COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. 20 psf TOP CHORD—wrrent 10 psf BTM CHORD alDemnc rd TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #S BAR - 36' #5 BAR - 30' #7 BAR - 42" TRUSS MANUFACTURER WALL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANS#ASCE 7 88: 1990, 15 PW TOP CHORD 20 PSf TOP CHORD (7 Pat w/ ASPHALT SHINGLES) (10 pSf W No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 Psf BTM CHORD 5 Par BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10PSf 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 psf WAIL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF A FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WINO: DEAD LOAD SPEED 020) MPH 3-SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL (NICE EXPOSURE C, RISK CATEGORY tl) (FBCBLE LAYOUT. SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT BIT ATTIC UNINHABITABLE ATTIC WITH LIMITED LINE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED RENTS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE WITH STORAGE: 20psi HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30ps1, BALCONIES (EXTERIOR) WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER AND PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION VEEHII L HE GARAGES: 50psf, OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: MASONRY. PLAN SHOWING 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 WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISFED 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. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL 8E TWA -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT 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 AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BONG UNLESS OTHERWISE NOTEDLAY-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 C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 30M 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 3/8' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8- TO 10-. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION: TYPE T7' OR'3' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SU13 GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3W THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAS-0OWGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WIN HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PIACEAENT. CONCRETE SLUMP SHALL NOT EXCEED 5'J- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 316AND ASTM C9404M OR MFASUMNG, MDAG, TRANSPORTING ETC. CONCRETE TICKETS SWILL BE TIME STAWPED WHEN CONCRETE IS BATCHED. THE MAXDAM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED W ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT ABATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE WALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3-FOR CONCRETE CAST AGANNSTNO PEWMBBLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE D(POSED TO EARTH AND/OR WEATHER 1-171 FOR 16 AND SMALLER T FOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1-112' FOR BENT AND COLMBN PRIMARY REINFORCEMENT, TES, STIRRUPS FILLCM CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, BTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 kN FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A5001ASOOM, GRADE S. Fy = 46 k3l, STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A3G7 BOLTS WITH DOUBLE -NUT LEVELING. ALL T SHALL E AS F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS OTHER BOLTS B TM SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTKKI SQE TYPE SPACMG REMARKS APPLICATXXJ SDE TYPE SPACING I�A10.KK5 Pi iDRRW TO MASONRY/GONG. CASE IIIAOENED COA NAA 11?LONG. " GARAGE DOORBUCK TIPCON I.II.RCrCrl2Y POti ?fl@EO.,PENDOBT., ?EDGE GIST. 9GDAL.E%L.DOIXS p x T, SEE NOtEe G4E HARDElED C7A NAIL 11?LONG. COC GERED WlWNA10ORIFASTENED GARAGE TO DOCRSUM IMSOKN/GONG. 1?IXl W/ WASHER EXPANSro —T 2P O/C 4•EMBEO..PEND 06T., 3•EDGE05T. wAxxWeeupc 1x Pr, sEE Noree CASE NARDEIED ODA .111?ICING. ,Doow BASTENw MAW — META —To AasoHav/CCNc. CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS EM.SWMG WOIi .—PTSEENDTES (1)Bn89K NDWASHER 'TAPCOM FASTNER 1P pC 11?EA@ED. B•ENO. 05T.,1 flPELGE OLST. NON6EARWG W000 ALL TO CONC.9IFD 12^ EXPANSION �, PEMBED.PENp ASHER DUST., 3"EDGE GIST. PT 09"w PAF z1? POIC FEND. DUST., 11? NOTEB TEEL COL., 9EE I�q/WAGHF.R STAGGERED EDGE-TNOTES 11 STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT) 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 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER 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/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA li: 0003325 J 4 cl I. V V iE O 1 04 9 SUHDIV. a LOT: ABBOTT PARK LOT #31 BLK #12 PROJECT# 04181.000-31121 MODEL: 4EBB "1828-CALF" GARAGE EW MG: LEFT PAGE: DETAILS 16 MPH EXP. C 76 SCALE: 1/4"=1'-0" TYP. EXT. SHEATHING ATTACHMENT TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS S N1 C3 s �R �;6 D aclt��n`�Cot- Alk. %*'- , q