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HomeMy WebLinkAbout7721 Sail Clover LnIF 99 1828-4EBB-CAL199 J IT E'REUAILING ALL WORK SHALL UO p BUILDING CODE, CODES FLORIDA B NATIONAL ELECTRIC CODE, AND THE CITYOF ZEPHYRHILLS ORDIN H O M E S of 15°21 REv,EW D E HYRN1�. C\IN E�N11NER 12602 TELECOM DRIVE, TAMPA, FL 33637 Te1= (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -nMM BUHMN CODE, 1 ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION 1 M ED1110ti (2M) -AM IWAL AND STATZ COM A/C AIR CONDITIONING LUM. LUMINOUS ACT. ALTERNATEMC. MEADICINE ABIN RERDR DI/!b/b �,�Is3BIED ARCHITECTURAL SHEET DESCRIPTION eyn 2aTFacuPDATE HORTON HOMES 12602 TELECOM DRIVE -OCCUPANCY - RESD)ENTIAL GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. MUALTHRESHOD CL CENTER LINE MTD. MOUNTED CCABINET MTL. METAL CL R. CEILING N.T s. NOT TO SCALE PG C1-COVER SHEET PG GN-GENERAL NOTES elA6J18 CDbR'e•1881ED 02/2I/I6 SIDING ELEVATIONS ADDED ��� CDSRE-IEEIED TAMPA FL 33637 1 TEL: (813) 740-9720 FAX: 813 740-9715 -BASIC WIND SPEED - Vult=160 MPH '1 MPHCONC. -EXPOSURE - C 1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL CLR. CLEAR G.C. ON CEN ER CONCRETE PL PROPERTY LINE CPC. CARPET PB- PUSHBUTTON C,T CERAMIC TIE PH PHONE D DRYER PLT. PLATE DBL DOUBLE PLYWD. PLYWOOD PG Al -FLOOR PLAN PG A2D-ELEVATIONS "D" PG El -ELECTRICAL PLAN PG Pl—PLUMBING PLAN e4/" FOOTINGRlY1810NPER M.BOAS 06g1M CDSRE-WAW 02ft" ADDED OAME86 FOOTER AT "RAW DETAIL (FORT MYERS) AND STATE CODES D G. DUAL PAIR DIA. DAMETERZED PR PR SSURE;TREATED e2/12/IB PLANMANT84AWE PG Ml-MECHANICAL PLAN e3AM REVISED LINTEL SIZE AT FRONT ENTRY DOOR DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP R.A.G. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENING PG Dl —DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL STATE OF FLORIDA SQYT• CALL. S �/245 'ADDED ADDITIONAL RECEPTACLE IN CIARAGE PER WLL BAT60N (I ELBJ 94a4/IS REVISED NVAC VOL&IMS ON SOFT CALC SCHEDULE (MELgU PROFESSIONAL ARCHITECT: LIVING 1028SaFT. D.W. DISHWASHER S.C. SOUDCOREEXCDR S.D SMOKE DETECTOR e6/12M ADDED 'EXTERIORMONDDEEP FOOTER'DETAIL IU6I.IA(ORL) PG WAl -WALL ASSEMBLY DETAILS e6,21/I3 ADDED LED LK,M • KITCHEN 4 ISATN PER MAW, ROBES ROLAND A. ABOUCHACRA AR No. 93723 GARAGE 430 SQ FT. ENTRY 16 SO. FT. LANAI 86 SD FT. EA. EACH ELEV. ELEVATION S.H SINGLE HUNG EQ. EQUAL SUL SHEET EXH. EXF3AUST SHTHG. SHEATHING EXT. E TERIOR 'HWR SHOWEROWL" F.GJFX. FIXEDGIASS Slm1 SIMILAR PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS eimn ADDED STONE OPTION ELEVATION C 1 D (TAMPA) ELEVATION Ya'1DNG 6•ADDED LOUVER. GAME ROOF A.B. DESIGN GROUP, LLC. RONALDFLUOR. 1441 NORTH GROUP, LC. BLVD. LONGWOOD• FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 TOTAL 2,362 $a FT. F.G. FUEL GAS SL SLIDING FIN FINISH SLGL SLIDING GLASS FIN FLOOR STD STANDARD FLUORESCENT SWS SHEAR WALL FR. DR. FRENCHDOOR SECTION FTG. FOOTING TEMP. TEMPERED GLASS GA GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G F L GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOPOFSLAB GGLASS TOP. TYPICAL L. PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS bR8/IS ADDED OPT. B-D• CEILING NEIGNTS eMMIS, REF -ACE USP CONNECTORS UTN SIMPWN COMECTORS 04/Me REVISE ENKAVENT RADON PLAN DIMENSIONS 04/ftw OPT. W-e' CLG. HOT.• ADDED LED LIGHT IN FOYER 041*VM OPT W-e• CLG. W1T. ELEVATION V- REVISED NEKaHT OF ARONIUAY e5,q® ADDED ELEVATIONS'L•4T7•(ORL) STRUCTURAL SHEET DESCRIPTION GYP. BD. GYPSUM BOARD UN.O. UNLESS NOTED IT }LOSE BIB OTHERWISE Hoa. HOLLOWCORE VP VW.W� ROOF HER HGT EI OR ITT HGHT W/ WITH INSUL. INSULATION WD. WOOD /H TNT. INTERIOR WD WINDOW WATER HEATER W.I. WROUGHT IRON OVMO ADDED ELEVATIONS TiG'-T41'-T�'fORU PG Sl-FOUNDATION PLAN PG S1.1A-DETAILS PG 51.2-DOWEL PLAN PG S1.2A-DETAILS DRAWING /CONTRACT DOCUMENT REVIEW BY BUILDER THE BUDDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. eV0112I 2MFMCUPDATE OL03/21 ADDED WRIT DETAILS M641 ADDED ELEVATIONS'If 4'0' (OIL) M?TRI gppEp STONE OPTION ELEVATION Ya' (MELBOURJE) eSAWI ADDED ELEVATIONS'P 1'0'(01111) PG S2-LIFT BEAM PLAN AND NOTES VbAWI ADDED DEN OPT. (TAMPA A FT MYERS) IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S2.lA-DETAILS PG S2.2A—SAFE LOAD TABLES OSII6AI ADDED 2e• FOOTER OPTION (TAMPA) ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3—FRAMING PLAN PG S31A—DETAILS PG S3.IB-DETAILS CLAPMCATION. PG SNI-DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SDI —SOFFIT DETAILS RFI's IN WRTI7EN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 spill GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNEDEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020CHAPTER 3,SECTION R3012.12. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES 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.25 GAGE (0.48 K" SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS i DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3028 & 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-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN'/24NCH GYPSUM BOARD OR EQUIVALENT. sn wows 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 D1557-2012El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T-O" 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 CONTAIN THE FOLLOWINGSTATE MENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: - I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR UGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 8- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL,SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. E 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24"AND THE MINIMUM AREA SHALL BE8FT .SQ. PLIRRSl6 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 %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3OD5.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERRiBS 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 EXTE"FINNHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, e" 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, 12' 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-C 1063.19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C 1063 - 19a AND R703.7. RE RE818TANT 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. EXTEROR CEs Siff 1. EXTERIOR CEILING TO BE 12" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12" 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 AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR 80FFR'8 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) • 3.441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroup.00m AA #: 0003325 [a3 yyDc 6 c MIN I aVHDFV. & LAT ABBOTT PARK LOT #35 BLK. #7 PROJECT# 04181.000-35071 MODEL 4EBB "1828-CALI" GARAGE 81117NO: RIGHT PAGE: GENERAL NOTES %160 MPH ROLAND A ABOWAAM L AR NO 93M J DA 9/21/21 aCALE: 1/4"=1'-0" aiIEw GN LAP 81DMG A8 '-----------'-----� 15'-4' BLDG. IdGT. SPECIFIED FYPON LV12X24 EQUIVALENTOR SHINGLE ROOF CTYPJ WAKEWAKESIDING AS SPECIFIED A lTYPJ FYPON D 4' FREIZE BKTIIXII OR 6 BAND (TYPJ EQUIVALENT — 6' TRIM BOARD lTYPJ 6' RAISED BAND (TYPJ IIIIVISIONSHUTTERS OR oil C-�007111-�l IIII _ EQUIVALENT'>■■ lmm IIII.AND (TYPd ■■■IIII ICI ICI I■■I ICI ,T �i i �ihl,hl hl hli� FRONT ELEVATION WALE. • 1'-0' TEXTURED FINISH NOTE, UTALL FENESTRATION FLASHING AS PER FBCR R103.4 OFF RIDGE VENT 0'-0' FIN. OFF RIDGE VENT RFAOFATTIC 23645a Fr. NET FREE VENERATION AREA RFOUI RED = I/3m REQUIRED VFN'nATION AREA 236413m = 7.39 ENTRA"ON AREA XSIX INONES PER FT. 11441 1134.T2 541 IN. MIN. REQUIREDVENEILATION .5X 113A72 IN UPPERPORTION OF ATTIC 567.96 Sq IN. OFF RIDGEVENORATION AREA = 11.55a IN. PER VENT 567.36 /115 VENTS REQURED 49335T MALYOF ALROFVENISPROVIDED = 5 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WAIJ, NO OVERHANGS INCLUDM j,W-O" BRG. HGT. UK m lEw III ILE-1 v OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 • P-0' TEXTURED FINISH 8'-O' BRG, HGT a 01-01 FIN. FLR --- --_-_-------_-_-__ ---___---_-_-_-_-_-_-_- OFF RIDGE VENT LEFT ELEVATION SCALE, 1/4 • I'-0' TEXTURED FINISH OFF RIDGE VENT V-0' BRG. Wr.T* 8'-0' BR,. I-GT t0 .0 01-01 FAN. LR-�'�-- --------------------'-- ---------------- 0'-0• FIN. FLR. RIGHT ELEVATION SO -ALE, 1/4 • I'-& TEXTURED FINISH '-0. 12 J '-O' FIN. FLR DECO. DTL. A SCALE, I/2 • I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 W w W.abdeslgngroup.com AA N: 0003325 Aoil 11111111 aVSDIV. 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DETECTOR O01EO NrER TWO SMALL SE A DISTANCE Q NOT LEas Tuft 4• PEDANT LISMr NATURAL wa T ► TELEPHONE JACK WATER MLATBR TO r QtvlteD ONCONECT AIR CONDRIONNG To RE ZR`V AMU CN 1ILINSION JAOc CELm box aw I! O TO IE SUPPORTED N ACCORDANCE UV NOW J-bO( MAW= AS CICN PoR CAL. SOX RI/GII. FAN,LK3NT M SE SUPPORTS INCI6NIS ACCORDANCE WW bOx MARIMP AS SIGN FOR INSPECTION arena 24• tIGMDbScmw LOW STRIP n nnnnn l.'tCBOESCENf LOW *MP nnnnnnnn AV INCANDESCENT LOW STRIP ROOD L— OPT. aeabnTY RM'PAD PD, PIRN-WrtON Mt CHIMES Um PORT • LOCATION OF TV JACK* 4 PMOM N OUTLET* 4 PANS TO Rb VERIFIED • MOMSOWNIER PRI-CONSTRUCTION MEETING. • ALL B 4 aO AMP 8RANCN CRRCWT* TO = ARC FAULT PROTECTED PER ELECTRICAL PRSION OVIOF E= 1TM EDITION (29M) 4 MEC 2Wn 20n EDITEX • 20 AMP DEDICATED LAUNIOW CIRDYT. • OR S ISLAND (NOT ON KnCWSN CIIRLUIT) • DEHIASNER DISCONNECT TO bE LOCKOUT N PANEL • BATHROOM IDSNAUST PAN TO IUVE MN. CAPACITY OF SB a" INTERMITTENT PER ELECTRICAL PROVISION* OF SECTION 11E019 ITI'jt liM EDITION [2m20)1 • LAUNDRY ROOM AND DIORAA04M RECEPTACLE SMALL CE GROUND PAULT CIRCUIT-MERRUPTER PROTECTION Pon PIRSOMEL ON Poem • WNW METMM SMALL BE NOW METALLIC CABLE PER ELECTRICAL PROVISIONS O E0GR 1Rl ED aA= • ALL NOW TO COMPLY UT14 ELECTRICAL P 00YUMO * OF THE M5QR till ED (20201 Al • 161 OF LICINTNIG I - N ENEIRGY BFCIENT TYR PER @¢ICENOY) taw- V), 102 R4E41 aWP GFI CEILING MTD. LIGHT LANAI 1JVING ROOM TO BE 'PRE -WIPED INSTALLED, � CLG FAN PROVIDE C' PRE- WIRED` BDRM.#1 J-RICK OPT. FAN \`� I \\ I w CLG FAN (; 1 {; J �.`3�(�1) / DINING PRE -WIRED CLG FAN ROOM // _ I I I I 8D. \\ 1 I ` OUTL st - - - SIUIa4zIi - - - - - - L . NET FOR DW ------ --- I � 1 GFI GFI i'i I BATHI L L ---- L I \C I i� Ii / I i ii 1 81NC 1 I-- KITCHEN' ` ` J \ RANGE I - h-c�===uL I GFI O GFI \ --- - - y, I BDRM.Y4 W I L \1 III \ 1`\ HOOD WIRE W/ OUTLET FOR FUTURE MICRO I CLG FAN \ I /\I RAI PRE -WIRED - -qp CLG PAN \ I GFI • I sQ. CJ ' 44 A l. O 1 GARAGE \ DOOR \\ -- — — — -I f - - J I BOLLARD " _ �• I ��((I \\ LIGHT W/9lWTC14 M As REa PER 5LDG. ATTIC CODE I II CC \ !tg BATH " ® \ \ S/co I I \\ \ / w 1 KEYLESS OUTLET �{q BDRM.NtE2 \ / FIXTURE J / ` kk \ L FOYER a IRRIGATION \\ OUTLETGARAG • C%' J - ENTRY 46' APP. GFI PRE -WIRED CLG FAN \\\ --------------------� ---------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' ° V-m' I I I I e I I m I I I I L I LED LIGHTING C DOUBLE LAV. 5ATH '1 \I I I LED LIGHTING Cap SINGLE LAV. 5ATH °2 METER %00 AL, TILE ♦ RI, O) N Y COMDUIT OR 2ro AL S (CONDUIT TO TERMINATE ABOVE 60FPI7 • OvIn" FIELD VERIFY LOC. 150 AMP ELECTRICAL RISER NOT TO beALE. COMBINATION SEMICS DIBCCN ECT *WITCN ANDC�iRAL NOTIM M ELECTRIC METER INA ELECTRICAL MATERIALS AND NSTALLATIO46 aMALL NeuSR ENCLOSUREM m ELECTRICAL PROVISIONS OF THE FISM 1TM EDn10N r202b1 LOCAL CODES AND ALL LOCAL POSER COMPANY REQUIREMENT*. IS. ALL CONDUCTORS, SMALL ME TYPE TM4MRI4W UNLESS NOTED OTHERWISE. CONDUIT UNLESS aERVICE B PROVIDED BY TFE ELECTRIC COMPANY. COORDINATE UTM T3E ELECTRIC COMPANY PRIOR TO BD. TR/PMONI ONRVICE CAEL* TELEVISION EITR•NMICE aEl[vICE DnRMC! E AWgIN T y y E2UIR'BU NTEREMTEM SONDNG TOP01HAL AT LOW VIOLTAGC CONNECTIONS 1 °4 CU SERVICE GROUND CONNECTED TO CONCaTE ENCASED FO=R STEEL PER ELECTRICAL PROVISO" OP THE FWA1T" EDITION (210201 ME" DIA X • PT LOML COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroup.wm AA #: 0003325 C 0 gg >S SunDIv. do LOT• ABBOTT PARK LOT #35 BLK. #7 PLIOJL'CT* 04181.000-3507 MODEIA 4EBB "1828-CALI" GAIRAGE 91PITNG: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP C 2 'M NO 9WM Dnurr A 9/21/21 SCALE: 1/4"=1•-0" 8IiEET E1 I I I I I I I ------- r I N I I I LAv. a---------- --------- I a I I �n ---- --- — — I I AV. • • ��, b• L- ---- � SHM PAN — — p L ----" in 0 25'-5' III II' -I' V.2' � I III I I III II III 2' VTR y• III -- III VTR KITCHEN // I \��� 61Mc UY AUTO VENT ^� I ?' �{ I/2' \ r - - - - - 1 O j11/2��II/!1 InI I I 1/2^� 12 I I/2' or— -----2• L J I 3• I AV � l i 2 I LAv j.l� A LAv I TUB I 3' WC 3 3 I 1 a 3• 3 SHWR 2• v � 2 co 4 WASHER 4 _ To MAIN I PLUMBING RISER DIAGRAM IT I I SE PLUMBING PLAN SCALE. V4 " V-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.mm AA 8: 0003325 i C w 4 aUDDIV. & V ABBOTT PARK LOT #35 BLK. #7 PItOJECT# 04181. 0-35071 WoDEi: 4EBB "1828-CALI" GARAGE 811MG: RIGHT PAGE: PLUMBING 1 PLAN 160 MPH EXP. C A ABOUMMM L NO 93723 DA � 9/21/21 SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER FBC lTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 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 C 4IhMEY OR VENT CUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC lTH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SWOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1T41 EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR 000 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAMS SECURE STRAP TO CONC. CONDENSER ATTIC W/ l2)-3/I6'X2' TAF'CONb UNIT SIMPSON WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) GSXI 1/4' $WT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER____EXTERIOR y CONNECTION TO PAD WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAN COND. DRAIN 3/4' DIA. � OVER HEAD 12' FROM STRUCTURE EVAP. TRAY y PvC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURNVIN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE AN APROVED DRAIN, AS PER MCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL FN, FLOOR BRONZE FL. PL. OR WALL FITTING OR OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN —OUT (TYPN) COUNTERSUNK CA. PLUG m " FIN. GRADE OR PAVING SEE SPEC. I'-S'XS' COI'IC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN —OUT (TY MECHANICAL PLAN SCALE: 1/4 . P-O' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. _�l ■ �E 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.7746078 FAX: 407.774-4078 W W W.abdealgngroup.com AA N: 0003325 q o rn o F TT PARK T #35 LK. #7 CT# 04181.000-35071 MODZIU 4EBB "1828-CALI" GARAGE 8WDfO: RIGHT PAOE: MECHANICAL PLAN %160 MPH EXP. C 202 DA 9/21/21 BCA=: 1/4"=1'—O" 8HEET M1 PF 2X4 TOP PLATE PLAN PRE-FAS TRUSS V2' GLG BOARD 1/2' DRYWALL ' • , SECURE ST. — PLATE TO SLAB W/ IOd MASONRY NAIL • 32' O.G. MAX 0'-0' FIN. FLR 2X4 WOOD STUDS 024. OC. G: pI4V� 111 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' OjC. �1TYP. INT. WALL (NON-BRG.) D1 SCALE. 3/4'.1'-0• FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSB� MTL. DRIP EDGE 2x FASCIA PER I'-0' ELEVATIONS TYP. OH. VENTED SOFFIT AII 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8' GYPSU'1 Ex OR 1/2, HIGH STRENGTH CLG. BOARD 9 5/6' OR b 1/2' DRYWALL 3/B' TOP CFIANNEL (25 GA,) CORaR Ism N' TNICI(. 2 COAT o' cm we PLMFOR.—AlTLIlD C — G W1lR.RAL PORTB! IaN�OIiCE'!NT 1/2' DRYWALL a1mcTLY To MASONRY 3.6 P 9 5/D' OR 5 $/O' METAL STUDS ATT Ar iW TO FLL 24' O:C. 20 GA METAL TO BE PILL A6 W INSTALLED IN WALLS APPIWVAL Rxi RECEIVING UPPER/ LOWER 3 Sro' OR 5 G42K Arb eeAa CABINETS AND TUB/BHOWER 25 3�. BOTTOM sAawe leoD GA METAL TO BE METALLED CHANNEL (25 K"T'm GTIw IN ALL OTHER WALLS. STUDS r A ) SECURED Lr nae.n�n ALL i0 BE SPACED K' OC. AT 2ND TO COW_ "'O �"°"O1•A''A�� DKXM MTJ FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' oy oAty, DIM rRAtTt eRACGa» STAIR WELLS AND BATHROOM PAP 4 TOWOOD w• wP. �L �. WALLS W/ TILE FINISH FLOOR 'W= BAN W=0 JAM PMEN W/ 1/4' WOOD Pigop OALV. ? sTi@L APF"OVAL� 1YMI s TVACX OyL1�AD DOOR w OtNlpm WOOD BASEBOARD 6CREW FAVENED TO SLOE .'' flum mmAc aTb 1°Op'' Gv Plmouct APPROVAL IIIII& FINISH FLOOR 1-STORY TYP. INT. WALL 28 GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS SCALE: I1/2'•I'-0' 1A METAL STUDS NON-BRG. D 1 SCALE: 3/4' • 1'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING - STMPS • 241 D.G. S' CMU 1/2' GYP. WL. 130 - WOOD BASE — 0'-0' FIN. FLR_ _ e. a .. 4. n W/ WINDOW OPENING FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WSJJ. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 7-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.1.3 AND 160115.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE. 3/4''1'-& UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS e4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET 841. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SWEET ON] PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1. IA' THICK. 2 COAT-V- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR • a . b' Cmu ° 4 FIBERGLASS SHINGLES �2X4 SPF 24' OC. MAX WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR W5.1.1. • EA END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER SHEET SNI. ,—PER STRUCTURAL DETAILS SECURED PER FASTENER SCHEDULE -STIFFBACK AT ALL UPRIGHTS - PER STRUCTURAL DETAILS MTL. DRIP EDGE -PRE-ENG WD. TRUSS 5 2x FASCIA PER Ax. ELEVATIONS PER ELEVATION VENTED SOFFIT //// CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS WALL SHEATHING SEE ENERGY CODE FOP418 FOR THICKNESS AS PER INSULATION R-VALUES PER ELEVATION SHEET SNI. SECURE PER FASTENER SCHEDULE 5/8' GYPSU'1 BOARD OR 1/2' ON SWEET SNI. HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS DEEP SCREED 2x P.T. SECURED PER \— R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS ---REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS o 24' OC. 1/2' GYP. WL. BD. V CMU �- WOOD BASE 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 lTH EDITION, SECTION R-WI.1.3 AND 1609.5.1. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF 1 SCALE, 3/4'•1'-& UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS e4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4665 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.8078 FAX: 407-7744078 W Ww.abdesi8ngroup.wm AA #: 0003325 N 8 o avaD><v ae LAP: ABBOTT PARK LOT #35 BLK. #7 PROJ=T# 04181.000-35071 MOD2SL' 4EBB "1828-CALI" OARAO25 aWING: RIGHT PACE: DETAILS 160 MPH EXP. C 2 ROLAV A AWU*" AR NO 93M , DAT : 9/21/21 *CA=: 1/4"=1'-O" SHl= D1 ]X6 P.T. 4 CENTER OF DOOR HEADER SECURED WV (V V2' X S' J-DOLT W/ 4' MN, EMBEDMENT UV 2• X 2' X IW WASIIER 4 NUT OR WV (2) In' X D' ANCHOR DOLTS VS' WASHER 4 NUT ® 5� SECtt—URE 2x TO Nx IS, ® 1/4' TAPCONG IS la I in EMBED, S' or.. 4' END DIST, I V2• EDISE DIST. OR SIDE& 2X6 GARAGE DOOR DUCK SECUR WV (6) V]' X 6' J-DOLT OR ANCH BOLTS. WV 4' MN. EMBEDMENT, IW N X ]' X VS' WASHER 4 NIT. lU WITH0. OF TOP, (U WITHIN W OF THE B I IS (3) EN ENLY SPACED. ® E NOTES, ALL ANCWOM SHALL DE N ACCORDANCE TO MAIPACTUREWS INSTALLATION INSTRUCTIONS WHERE 911CH IIATRUGTIeM ARE M16l ATNIM6iENT GARAGE DOOR BUCK ATTACHMENT 4cuR. w-.r-a V2' DRYWALL Ix4 P.T. OR 6/4"A4' MIN. SECURE TWRU FRAME 4 ❑ I'x41 EXTEND 1.1/4, INTO P.T. NAILER BLOCK IW 3/16' TAPO" DOOR CASING (MIN. SWANK SIZE .145 MN WOAD SIZE 3mm MN EMBEDMENT I-I/4' WITHIN 6' OF EACH END DOOR JAMB OR WINDOW 4 0. OC. MAX SPACIG ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM A6 NEEDED TO PLUMB JAMS (DO NOT EXCEED VA') DOOR JAMB TO BLACK +3/4" OR +5/4" 0 DW0W TO BLACK +3/4" OR +5/4" 2X4: cm SECURE TO BLOCK W/ 3AW TAPCONS MN SHANK SIZE .HS MN HEAD SIZE 3" MN EMBEDMENT 1 1/4•) WITHIN 6' OF EAC44 END 4 0' OJZ, MAX SPACING. 2X6: = 6ECURE TO BLOCK WK2) 3AW TAPCONB (MN SHIN IC ON Jab MIN. HEAD SIZE -IM MN CMSEOM MINT 1 1/4') WITHIN V OF EACH END S. C'll 4 0' OC. MAX SPACING. V]' DRYWALL SECURE TO BLOCK P.T. NAILER WK2) 3/0' TAPC40NO DOOR CASING (MN SWANK SIZE.U5 MIN. HEAD SIZE 300 MN. EMBEDMENT I V4') WITHIN S' OF EACH EMD 4 0' OC. MAX �'4'C'' DOOR JAMB OR WIDOW ATTACI TO 2X PER MANIPACTURE6 DETAILS, NOTE, SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" /.:11I(NDOW TO BLACK +1 1/2" 2X4, SO SECURE TO BLOCK W/ 3/0' TAPCCN6 (MN. 6HAMK SIZE .14D MN HEAD SIZE 300 MIN. EMBEDMENT 1 1141) UNT141N 6' OF CAC" END 4 0. O.C. MAX SPACING. 2X6, SECUE TO BLOCK WV(2) 3/16' TAP0" (MN. SHANK SIZE .145 MN HEAD SIZE 3" MN EMBEDMENT I V4') WITHIN 6' OF EACH END 6' CMJ 4 0' OC. MAX SPACING. V2' DRTW4LL ]Xb El SECURE TO BLOCK I— WK2) 3/16' TAPCONS P.T. NAILER MN SANK SIZE .146 If*' OAA. X 4' MN MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') DOOR CASING WITWN 6' OF EACH CND 4 10' O.G. MAX SPACING. DOOR JAMB OR WIDOW ATTACH TO 2X PER MANFACTURE& DETAILS. NOTE. SWIM A6 NEEDED TO PLUMS JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/16" ` =BOW TO BLOCK +1 15/16" 2X4. 6E0ARE TO BLOCK W/ 3A6' TAPCO146 (MN SHANK SIZE J4I9 MN WRAP SIZE 300 MN EMBEDMENT 1 1/41) WITHIN W OF EACW END 4 0' OC. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6. ® ON OUTSIDE 4 SEGUED SECURE! TO BLOCK THROUGH NON-STRUCTURAL UWT2) SAW TAPC40M 'A' TAPCON MN 1-V4' (MN SHANK SIZE J46 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I V41) WITHIN S' OF EACH END 6' CM 4 W OC. MAX 6PACING. V2' DiRYW4LL FT 70 BLOCK SMAMWK2) I'M 3/1 WK2) 3/16' TAPCON6 P.T. NAILER (MN. S IANK 6129 JA5 DOOR CASING MN HEAD SIZE 300 MN EMBEDMENT 1 V41) WITHIN W OF EACH END 4 0' OG. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES, DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" y 111NDOB TO BLACK +2 1 /4" 2X4. ® 2X4. MM SECURE TO BLOCK SEGUE TO BLOCK W/ VMS' TAPGONS (MIN. V4' TAPCONS (MN. SHANK SIZE J45 MN SHAW SIZE J45 MIN. SIZE 300MN SIZE 3W MR EMBEDMENT 1 1/4') MD EMBEOMENT 1 114') WITHIN VGF EACH W 41N VOF EACH END 4 IS' OC. MAX END a 0. O.C. MAX SPACING. SPAGNG. 2X6. ® 2X6. SECURE TO BLOCK SECURE TO BLOCK WK2) 3/0' TAPCCNS WKZ)1/4. TAPCON6 MIN MN SWANK SIZE J4S SWANK SIZE .145 MN MN HEAD SIZE 3" HEAD SIZE 300 MN MN. EMBEDMENT 1 1/4') EMBEDMENT I V49 WITHIN 6' OF EACW END 6' GMJ WITHIN W OF EACH END 4 16' OC. MAX SPACING. 4 W OC. MAX SPACNY> 6, Gt11 2xa ® DRYWALL 2X6.V2' 0 In' ORYWALL SECURE TO BLOCK RE SECUTO BLOCK 1'X4' WK2) SAW TAPCON6 RT. NAILER WK2) V4' TAPCON6 P.T. NAILER (MN. SHANK SIZE J45 DOOR CASNG (MIN. SHANK SIZE J0 MIN. HEAD 612E 30O MIN. HEAD SIZE 300 TAG' O$D. X 4' MN MN EMBEDMENT I V4') MN EMBEDMENT 1 V4') UTWIN W OF EACH END WITHN 6' OF EACH END DOOR CASH 4 0' OC. MAX 4 0' OC. MAX!! 6PACNG. OR DOJAMB OR WINDOW SPACING. DOOR JAMB OR WIDOW ATTACH TO 2X PCR ATTACH TO 2X PER MAN RACTUE6 DETAILS. MANUFACTURES DETAILS. NOTE, SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED I/4') DOOR JAMB TO BLACK +3" r1M�xDnw rn R1nrMr +a" 2X4. SECURE TO BLOCK W/ 3/16' TAFCON6 (MN. SHANK 612E J46 MN HEAD 612E 300 MN EMBEDMENT 1 V4') WITHN W OF EACH END 4 IS' OC. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6. IMMI ON OUTSIDE 4 SECURED SECURE TO BLOCK TWP=GW NON.STRUCTURAL W0(1) 3/0' TAPCONS 3/16' TAPCON MN I-V4' MN SWANK SIZE .W EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 V49 WITHIN 6' OF EACW END S. Cm 4 0' OC. MAX SPACIN& i- W' DRYWALL 2X6. ® ❑ SECURE TO BLOCK WK2) 3/16' ".14D :6IZF MN SHANMN HEAD MN EMBEWITHN 6' O4 0' OC M SPACING. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED VC) Iw P.T. NAILER DOOR CASING 2ND 2X SECUIS TO STRUCTURAL MEMBER UMA2d WITHIN S' OP BAC14 END 4 6' TO 6' OC. MAX DOOR JAMS OR WINDOW ATTACH TO 2X PER MANFACTU 06 DETAILS, DOOR JAMB TO BLACK +3" P NOTE, SHIM AS NEEDED TO FLUID JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3 7/16" WINDOW TO BLACK +3 7/I6" 2X4. 1110 SECURE TO BLOCK W/ VW TAPCONS(MIN. SHANK SIZE J45 MN HEAD 612E 300 MN EMBEDMENT I VW) WITHIN S' OF EACH END 4 0' OC. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, = ON OUTSIDE 4 SECURED SECURE! TO BLOCK TH ROUTA4 NON-STRRUCTURAL WK2)1/4' TAPCONS MN 3AW TAPGON MN 1414' SHANK SIZE .146 MN EMBEDMENT INTO BLOCK. HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN 6' OF EACH END 6, CN'RJ 4 W OC. MAX ePAGNG. In' DRYWALL 2XS. ® MX4' SECURE TO BLOCK P.T. NAILER W(2)1/4' TAPCON6 I' P.T. X 4' MN (MIN 6HANK SIZE J46 MN HEAD 61ZE JIM MN EMEEDMEJNT 1 1/41) DOOR CASING WITHIN S' OF EACH END 4 16' OC. MAX SPACING. DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED VW) DOOR JAMB TO BLOCK +3 3/4" 0 1/LND011 TO BLOCK +3 3/4" SE 44 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32750 PH: 407-774807E FAX: 407-774-4078 w .abdesigngroup'wm AA #: 0003325 y � a 'd �j1 k R p yFq� a C SUBDM de LOT: ABBOTT PARK LOT #35 BLK. #7 PROJECT# 04181.0 0-35071 LMtODEL"' 4EBB "1828-CALI" GARAGE 8VnNQ: RIGHT PAGE: DETAILS %160 MPH EXP. Cf 0 DA � 9/21/21 8CAL.E: 1/4"=1'-0" SKEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATIONDATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 23872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS I020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104562 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOODCONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10960.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 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 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 P17676.10 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 MIWINDOWS&DOORS WINDOWS VERTICALMULLIONS 2020 FBCR 12/31/2024 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCTCO. EXT. DOORS SECTIONAL 2020 FBCR 5/22/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 239562 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDELTE 2020 FSCR 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 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING Single IRe EXT. DOOR 2020 FBCR 12/31/2021 20758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING- RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/32/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.2 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.2 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 F8CR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIORTO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 08/16/2021 i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 Www.abdesigngmup.o m AA #: 0003325 y �I KK y O almmly. AC LOT: ABBOTT PARK LOT #35 BLK. #7 PROJECT* 04181.000-35071 MOD= 4EBB "1828-CALI" OARAOE 8WIN0: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C 01 DATTM.. 9/21/21 OCALE 1/4"=1'-O" 8iIEET D3 PRAFORPED CONTROL JOB FLANGE OF CONTROL JOIM6 TO DE WEED TIED TO LATH - W Or— MAX (VERTU. NOTE, DO NOT CO FASTEN NTROL JOINT TO WALL EVEN F 6TID EXISTS BEYOND EXCEPT 6TAPLE6 UV it LEG MAY BE USED TO TEMP. BEOURE CONTROL JOINT DURING NSTALLATION FASTENERS, TO DE SPACED - 1' OL. MAX VERTICALLY j' THICK, 3 COAT CEMENT PLASTER IA BS LAYER -2. FORTINIER BWLOM PAPER APPROVED METAL LATN FASTENED *l'(VERTJ OD. MAX AT SUPPORTS LLRD LAYER 1 STUCCO WRAP WOOD WEATHNG LATH SHALL NOT -• ro e• -• ro e• BE cONTI11UOU6 TW ROi CON7I111OL \ JOINT& BUT SHALL BE STOPPED ANC, TIED AT EACH BIDE PROVIDE 2X4 DLOCKING PER ASTM CW6 \ PLACED FLAT MAX. 6' TO S' FROM CONTROL JOINT all-EN CONTROL JOINT FALLS ON ASF L IE:RB FOR LATH TO DE NAILS OR\ i / STPWTURAL DIM OTAPLee N COMPLIANCE UV ASTM 0013 2. UPS TIED TO ISE (NO. E) 0A41V UIRE / 3. BLOCKING SHOUN MAY Be IN ADDITION/ TO WOLL STIRS REQUIRED PER PLAN I I I I O"W TYPE CONTROL JOINT OtP0.D WNIrO-P.A :j 1 I--- @ P.A L aiAAR . P. S 1. dl1AIE - P.O OLPOLORnWO-P.A 7. CNAW-P.S I.OMAN -P.0 4. POLO P. C 0.11111, P. S TILL P. C TCIcHN BOTTOM PLAN= va ma"am FLANOM ZEAL DEED. OQ "R. art. 17 THICK a COAT CEMENT PLASTER fPR 4W 7 COAr om• 1DIT PLA&M (OW UM LAYER Q. FORTIFIDER DUILDING PAPER MUM CNLTJ UAW LAYER 4 STUCCO IIb1 ava" MLY) WALL ILAAMtl tltta. WTALL FLAIMM AT SOTTQI CP FOW a WALL NTMMSCTI" Nam, APPROVED DUILDING WRAP SHALL DE LAPPED A MNI^ JM OF 0' S VERTICAL LAPS (ROLL ENDS) N ►' • WOIM2ONTAL LAPS. ALL SEAMB NEED TO DE TAPED WT14 FORTIDER 6FCATNMS TAPE r Mu tar - reTAt Meru \ / hC X X X- LATH VERTICAL LAP TO BE 1' n n--rn . METAL LATH I UM LAYER el. STUCCO BIIAP -' MN PAPER LA!• KLpU CNL* / I URB LAYER 4, FORTFIDER �BUILDNG PAPER / I I -'NPAPER LAP 2 8LAPS OF METAL PLASTER BASES SHALL am SECURED TO PRAMNG t EM Pt6. THEY 8kALL BE TIED BETMEN BUPPORTI WITH 040415-M (121-MM) UAW AT INTERVALS NOT MOTE THAN S' (229-MMI AD PER ASTM CI063. ® KICKOUT FOR REPAIR OF TEARS N WI®LAYTC EA DETAIL MAY MAY BE FANCIED WA40M WRAP TAR PER MANUP. 6RC. OR PEEL U STICK z E 1=r • WOOD sruc SHEATMINdr PAPER 67UCCO %' TNK2C 3 COAT CEMENT PLASTER METAL LATH UM LAYER 4. FORTIFIDER BUILDING PAPER SHEATHING INSTALL PAOTENERS (CLIPS. STRAPS, STAPLES) AS REQUIRED TO SECURE PIPe/ WIRE TO FRAMING UM LAYER -2. FOWIRaDR DUWN► PAPER METAL LATH 1 xV SELF-ADFERING FRTbRANE FLAWMS OVER 4'x4' SELF -ADHERING MEMBRANE FLAWING OVER APPROVED 4'x4' 6ELP-ADHERING MEMBRANE PLAWNG OVER APPROVED V CONT. DEAD OF SEALANT INSTALL APPROVED HOUNIURAP AIR INFILTRATION BARRIER OVER BFEATHMi SECTION PER TON r r Exterior use of portland comer planer shall comply with BN application reputiementa of ASTM C 92S18b. Inatallatian of anterior NMin9 and iremin9 :hall comply with ASTM C /06319a, or ASTM 1787. FLAWING TO IXTdD dna MI-E P OR LNG PIPE CUT AND OVERLAP C E sloe Cry SELF-ADINERNG MEMDRANe FLAWING STEP 01 3A PIPE AITC WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ���ALL Z 5'X5' 'L' TYPE CONTINUOUS CsALv. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING N.T.S. 'v. NETRATION 6�� STEP 02 TAIL CF LEGEND URA P MATERIAL) OVER 4*e4' SELF-ADNERNG P'EMgMtOR FLAWING OVER APPROVED 410U6E YIRAP. FLASIIM3 TO SXTSMD ONTO PIPE CUT AND OVERLAP ONE SIDE 17 I SELF-ADHEMNG MEMBRANE FLAS14 r DRAINAGE PLANE (WRB LAYER 1*1, STUCCO WRAP) WRB LAYER 02 CFORTIFIBER------- — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -111611 ZIP WALL SHEATHING SELF-ADHE51VE FLASHING — — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-847-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngmupxctm AA 8: 0003325 y E IL er II m 8t a a a pO� F i 5 SUDDIV. all L10T: ABBOTT PARK LOT #35 BLK. #7 PROJECT# 04181.000-35071 WODZU 4EBB "1828-CALI" GARAGE 9WDF r. RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH E C INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER STUCCO TOP, SIDE(S) AND BOTTOM FINISH �� FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE SECUF_NCE OF FLASHING TO BE, OvER TOP 4 SIDES t WOOD CONSTRUCTION I. OOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED SELF WOOD SHEATHING I: OF SEALANTONLY. AT TOP AND FLASHING • TISEALANT 16 TO OOLED 60 AS TO DEFLECT BE UNIT SSTTUC COYWRAP f•' WATER AWAY FROM JOINTS. 144 PREMANUF. DRYER LONGWOOD, FL32750 E-Z BEAD ALL AROI.ND VENT-APPLY SEALANT ALL VENT CAP (SET IN PH:WRB LAYER "2, FORTIFIBER FAX 6 X JOINTS AND INTERSECTIONS CONT. SEALANT) r � ' APPLY SEALANT AT PERIMETER of BUILDING PAPER www.abdwigngroup.com BACKER ROD NON -MOVABLE FRAME AND STUCCO AA #: 0003325 ON ALL TIDES, X CAULKING • JOINT ALL AROUND SEALANT • TOP 4 SIDES �' THICK, 3 COAT CEMENT PLASTER WOOD SHEATHING LAYER M, I PER SECTION E)dador NIINnp and pbded g STUCCO WRAP BACKER ROD Exterior use of Portland cement plaster shall comply with the application (Oj� DRYER VENT (BLOCK) 6 Ya' TO K" MID -WALL LAYER 4, FORNFIBER 15UILDMPAPER requirements of ASTM C 92Ca18b. x X LJ WEEP SCREED ` METAL LATH WOOD TM' RED Installation of exterior lathing and framing D, FINISH 4 CWOOOD CONSTRUCTION .y�F :.I. shall comply with ASTM C 1083.19a, or ASTM 1787, 6' SELF-ADHESIVE FASTEN TO WOOD BTRUCTUIEOL MEMBER T' Or— MAX UFO LAYER 9. ,.X�. FLASHING a• cry STUCCO WRAP HOODED VENT BUILDING PAPER WOOD FRAMED ep' �ML d' THICK, 3 GOAT CEMENT PLASTER OVER 'QUICK FLASH' F_ — — — —I t' WALL - — - METAL LATH _ HORIZONTAL WEEP SCREED — PIPE THROU WRB LAYER 4, FORTIFIBER L ( FRAME TO FRAMES 6' WIDE STRIP &ELF BUILDING PAPER. ADHESIVE FLASHING, CLEAN WOOD SHEATHING I MASONRY BEFORE APPLYING �TEMURED rr f xx � o © DRYER VENT (FRAME) " 6' SELF ADHESIVE FINISH 9 MASONRY FLASHING(INSTALL HORIZONTAL WEEP SCREED PER MANLF. SPECS.) BUILDING PAPER (FRAME TO BLOCK) WOOD SHEATHING UNDER 'QUICK FLASH' STUCCO WRAP S W LAYER 4, FORTIFIBER BUILDING PAPER Uppp WRB LATER "I, (,1 CONSTUCTION CUT OPENING IN STUCCO WRAP = A VENT PENETRATION FORBOX INSTTAALLLATTIION METAL LATH SCALE: TUTS. CUT'X' INTO 6' CM<! VINYL GATING BEAD 6• RAISED BAND WRB LATER 01, SELF -ADHERING V TO A' MIDAIALL JrE STUCCO WRAP MEMBRANE FLASHING DEEPTCRElD APPLY SELF-ADHERINGWOOD SHEATHING MEMBRANE FLASHINGBUDDIV. Ae EAT:OVER BOX AND OVERVWIDE STRIP SELF APPROVED WRB ABBOTT PARKADHESIVE FLASHING, CLEMIMASONRY BEFORE APPLYING LOT LAYER h35 Z FLASHING STEP #1 STEf #2 BLK. ##7ELEC. METER FIELD ISTONE VENEER VERIFY LOCATION C. METER FIELD APPROVED— O141800*35071 OVER &CRATCH COAT IFYLOCATION 'PBELOWWRB LAYER 01, MODEIsSTUCCO WRAP4EBB LY STUCCO SCRATCH COAT SELF -ADHERING 1828-CALI" AND ONE (1) LAYER OF PAINT CUT SUCH THAT 9 APPLT 60 MM MEMBRANE FLASHING GARAGE EtTVI1id: HORIZONTAL WEEP SCREED NO MEMBRANE GRADE 'D' FELT 7 STONE VENEER PRIOR TO INSTALLING ELEC. ENTERS BOX, - OVER METER APPLY TO FACE SELF -ADHERING RIGHT (FRAME TO BLOCKI EDGE FLA A OVER PAGE: CAVITY TO BE FILLED WITH RIGID POLYMERIC HOUSEWR'A'P WALL LEGEND ISOCYANOTE-POLYBLEND FOAM WRB LATER 02, FORTIFIBER ('GREAT STUFF' OR SIMILAR) BUILDING PAPER ASSEMBLY DETAILS DRAINAGE PLANE CtuRB AP L ASILISEALANTON POINT STEP #3 STEP *4 LAYER 01, STUCCO LURAP) THAT ELEC. WIRE PENETRATES 160 MPH EXP. C ELASTOMERIC WRB LAYER 02 (FORTIFIBER - ....... COATING OVER BUILDING PAPER) STUCCO SCARATCRH COAT ASTEEECEIVE E TYPICAL NWALL APPLY E-Z BEAD SECTION) ^ METAL LATH x—x—x—x t 1 GOAT OF PAINT W/BACK- OVER 60 MIN L� ROLL PRIOR TO GRADE '0' METAL LATH P22 STUCCO ELEC. METER INSTALLATION FELT -PROVIDE PROVIDE STUCCO SCRATCH SEALANT AT ALL WOOD OR '1/16" ZIP WALL JOINTS AND COAT LARGER THAN THE ELEC. INTERSECTIONS METER CAN OR METER CAN SHEATHING ® COMBO OR METER CAN AND A. SELF-ADHESIVE FLASHING - — — — - DISCONNECT NO 9W NOTE: DAR M 9/21/21 METAL LATH: LATH TO BE PER SECTION OQ ELECTRICAL CONDUIT STEF #5 STEP #ro Bl1/4~=1'-0^ R'103.1.1 / ASTM C-541-14a, MIN. 2.5 LBS. U PENETRATION ezT PER SO. YARD (UTILITY OR NOMINAL O ELECTRICAL RECEPTACLE LATH DOES NOT MEET SPECIFICATIONS) 9 VV A2 xa CONSTRUCTION %' NAT CHANNEL 'TYPE 'X' DRYWALL WWD SHEATHING WRB LAYER 9, STUCCO WRAP i' THICK 3 COAT C PLASTER WRB LAYER -1, STUCCO WRAP AMICO AM66-UF=-ISO CUSTOM CASMG BEAD NO GAP IN FIELD (S410LLN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD DTL.0 CANTO CANT. nOA SCALE: 1112'•I'-V EXT. WOOD FRAMED WALL .WRB LAYER -1, SUB -FLOOR DECKING STUCCO WRAP WRB LAYER -2, FORTIFIBER PRE-ENG'D TRUSS BUILDING PAPER THICK, 3 COAT CEMENT WEATHER RESISTIVE 6R 99 PLASTER WEATFIER RESISTIVE. W SAF.. TOP OF WEEP SCREED BARRIER 4 TO SHEATHING BEHIND WEEP SCREED I' THIC2K 3 COAT CEMENT PLASTER 4' POSITVE DRAM WEEP SCREED METAL LATH WDOD SFEATHNG- 6' SELF-ADHEREING FLASHING WRAPPED • TOP OF SEEP SCREED 4' PONTIVE DRAIN - TO SHEATWW. BELOW WRB LAYER 9, L ` STUCCO WRAP (SHCAN FOR SEPARATE AC ' WRB LAYER -2, PORTIFIBER BUILDING PAPER -6' SELF-ADHEREING / FLASHING WRAPPED / • CORNER OF CANTILEVER I n 4' POSITIVE DRAM 2 � u�eo aroeen NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-647-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LLOOD C INSTRUCTION WEATHER RESISTIVE BARRIER 9 3/ I RESILIENT WEATHER RESISTIVE FIAT CHANNEL BARRIER -2 VINYL CASING BEAD }' THICK, 3 GOAT CEMENT PLASTER 5/S' TYPE 'X' DRYWALL METAL LATH W/TEXTURED , PAINTED WOOD SHEATHING FINISH i' THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL CORNER BEAD 4' POSITIVE DRAM w99e QQs VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON WEATHER (RESISTIVE BARRIER 9 ,-WEATHER RESISTIVE BARRIER -2 VINYL CASING BEAD ,' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED ' PANTED WOOD SHEATHING FINISH THICK, 3 COAT CEMENT 14EADERABEAM PLASTER IN OF ONLY) 11 DRIP EDGE INSTALLATION I EXTERIOR GRADE GAP FOR BACKER DRY WALL ROD A SEALANT— ' THICK 3 COAT CEMENT VINYL rna.v- BEAD RASTER WATER PROOFING .1 t- FlEID LAYER (2 LAYER PEE ICH or C STICK) pi.Y) 0 CANTILEVER DRIP EDGE FNIDH LAYER (2 LAYER 3' X 3' 26 GA C.ALV. PEEL A STICIG METAL DRIP EDGE SET IN FULL BED OF 6' PEEL C \� SEALANT, 1i' MIN STICK .DRIP I\1N,I�j�\ SPACE PROM DRIP EDGE TO FACE TTREX O DECK Y4' GAP FOR BACKER I Jml % P.T. OR SIMULATED ROD ( SEALANT WOOD (TREX) FILLER C.ONTmuoUS ' VINYL CASING BEAD WATER PROOFING bt I WEATHER RESISTIVE LAYER (2 LAYER PEE- A BARRIER 9 STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO BARRIER 7 CANTILEVER'"'�''� W PEEL . STICK • DECK MEMBRANE DRIP EDGE TO DECK EXTEND OVER DRIP DUB FLOOR EDGE ®® 3' X 3' 26 GA. GALV. METAL DRIP EDGE •-- SET IN FULL BED OF ;SEALANT,)§' MIN. I J1'xl i P.T. CR SIMULATE SPACE FROM DRIP (HOOD fTREX) FILLER GONTM.1" FACE TO TREX Yi GAP FOR BACKE VINYL CA61r,IG BEAD ROD 4 SEALANT WATER PROOPING bt FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL ( PEEL t STICK) STICK) WRAPPED FROM 1/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER i' THICK, 3 COAT CEMENT PLASTER METAL LATH S/S' TYPE 'X' DRYWALL WOOD SHEATHING W/(EXTURED , PANTED LLEATHER RESISTIVE FINISH BARRIER 9 WEATHER RESISTIVE PLASTERS COAT CEMENT BARRIER 4 VIuYL eve neen d' P06ITN-2 DRAM WEEP SCREED VINYL CASING BEAD NO GAP N FIELD BALCONY DRIP 11 EDGE INSTALLATION COLUMN SHEATHING WEATHER RESISTIVE BARRIER 9 A (LEHER RESISTIVE BARRIER 4 W SAF. -PEEL C STICK i I J6'x3' 'L' FLASHING FULLY EMBEDDED M ROOF CEMENT -1 )6' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF 0 AW GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED , PAINTED FINISH ,' THICK 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER n EXTERIOR COLUMN COLUMN SHEATHING 6' SAP. I )6'x3' 'L' PLADNMG FULLY EMBEDDED IN ROOF CEMENT I )§' X 3' 26 GA. GAL V METAL DRIP EDGE SET N FULL BED OF SEALANT, V MIN SPACE FROM DRIP FACE TO TREX WATER PROOFING bt LAYER (2 LAYER PEEL A STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAM nR:�� wi-sewn LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x ,STUCCO :: WOOD OR 1116" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — vNYL GOIBNER Bem J / (SHOWN FOR CLARIFICATION OF y �JyYL��IyG_�pgAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING SCALE: NTS WOOD SHEATHING WRB LAYER 9, STUCCO WRAP 2x FRAMING MEMBER j' THICK, 3 COAT CEMENT PLASTER WIRE, LAYER 12, FORTIF15ER 2 I/2, t, ous ncen BUILDING PAPER-----,,, FASTENED TO SHEATHING . T' O.C. MAX C METAL LATH �( j' WRB LAYER 9, d' THICK, 3 COAT CEMENT STUCCO WRAP PLASTER WOOD SHEATHING &'SELF -ADHERING META, LATH FLASHING WRB LAYER Q, FORTIFIBER BUILDING PAPER 14A CORNER BEAD ® FRAME DRIP CAP WINDOW FLANGE Ile 2 1/2' l CORNER BEAD (FASTENER t SPACING A 1' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14 B CORNER BEAD Ca? BLOCK SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER ' METAL LATH (EXPLODED I' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRES• LAYER 9, STUGGQ WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER-�_ ?< METAL LATH THICK, 3 GOAT CEMENT PLASTER &'SELF -ADHERING FLASHING ill V DRIP CAP WINDOW FLANGE 1rJB CASING BEAD ® WINDOW (FRAME, NO BAND) 1441 N. RONALD REAGJBLVD.LONGWOOD, FL32PH: 407-774.607FAX: 407-774-407www;Z slgngrou5p AA #.0003 325 y F a iF i +p O 5 Su=IV. a MI ABBOTT PARK LOT #35 BLK. #7 P2ROJECT# 041 1.000-35071 1[ODEIt 4EBB 111828-CALL" GAMAGE 1S111ITING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2 DATE: 9/21/21 SCALE: 1/4"=1'-0" EIHEET WA3 WOOD SHEATHING -� WR8 LAYER *I, STUCCO WRAP WRB LAYER 92, FORTIFIBER BUILDING PAPER -� METAL LATH i I THICK, 3 COAT CEMENT '} I PLASTER n F &'SELF -ADHERING FLASHING VINYL ANGLED ' JExPLOD VIEW F CASING BEAD r ' l CLARITTY) DRIP CAP WINDOW FLANGE WRB LAYER 01, STUCCO WRAP SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, PORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF -ADHERING FLASHING WINDOW FLANGE ' CASING BEAD ® WINDOW 15 C ( FRAME, W/BAND) Ya' GAP TYP CASING BEAD TO TRIM 1X TRIM MEMBER ® STUCCO 70 SIDING TRANSITION SIDING STUCCO WRAP a' THICK 3 COAT CEMENT PLASTER METAL LATH WIRE, LAYER 4, FORTIFI15ER BUILDING PAPER WOOD SHEATHING WRB LAYER h, STUCCO WRAP CASING BEAD &' SELF -ADHERE ING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD SMATTJTNG IIImATWER RESISTIVE BARRIER N i galarlvE / B�ARRRIER 6D�/6. WT6'REVEAL SELF--ADNERMGDNERWFLA6NRYsWEATHER RESISTIVE BAPMER q V7'*Rr_AbNN* STARTER STRIP �EIRt �SISTIVE \ �6' DNERMG S14M FLASHING_TAL GALVD METAL z' PLASHING Pop TRIM lmllmw�m / LT um 02 MEMiBER GAP 111C."KINd. OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R"103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. METAL LATH PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIF15ER WOOD Cl"Tf%=ION 6EYaND BUILDING PAPER i WRB LAYER 01, °1O°° °`gATN°'� ' R.A6WM THICK 3 COAT CEMENT ; STUCCO WRAP usaT)8R RE61aTNE °°'""�'' .� \ ISAPMER-1OSLAP PLASTER WE THER IPMI&TtVE / / \ 6' MIN. ABOVE TOP ." I 1 OF W FLASNING WRB LAYER -2, FORTIF15ER XXREVE.LL �D WS ; BUILDING PAPER I UEAAT14ER I^6'aISTNE VINYL ANGLED ' 6 ��.e FLASNNG _ \\ CASING BEAD / B�4fMll!!R RESISTIVE METAL LATH VINYL CASING BEAD 6TARTER STRIP \1 THICK, 3 COAT CEMENT I L+VV M (EXPLODED VIEW FOR PLASTER an CLARITY) Os ALVO METAL WEATFER IQ618TIVE .I 'Z' R-4aFING ISAPIRIEAR 9 TOBOVE LTA' LL871lIM M Ar _ OF W RAS"MG YjOD CASING BEAD @a RAISED 1r7A BAND (FRAME) SCALE: I I/2' • I' -0' F6—ADHERING_/ \ \ I I 1 FLAaHINGAD \� T" PLA9 ER \ I OR APPROVED SEA UBEA.4T ER�ereTIVE SOONER OO ER�816rIVE URATFER RE616TIVE -i E lLAI2vM7L CA BAIMEIR 9 (WAL' REXISLE PVC BACKER ROD) SIDING TO STUCCO WEATHERR RM&TIVE ® FRAME TO FRAME 9 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING SEALANT WINL 2X FRAMING MEMBER SEALANT WINDOW FRAME x—x—x—x 0 THICK, 3 COAT CEMENT PLASTER METAL LATH y 1 s . „! WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (Wl%* FLEXIBLE PVC BACKER ROD) —WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHE5IVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY YA' GAP TYP THICK, 3 COAT CEMENT CASING BEAD PLASTER TO WINDOW —METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP &' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (WI-Ya' FLEXIBLE PVC BACKER ROD) MEMBER *APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP EZ BEAD WINDOW 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-60TS FAX: 407-774-4078 www.abdesigngroup.com AA 5: 0003325 hja 1 IN IP SUBDIV. J< LBBOTT PARK LOT #35 BLK. #7 ROJECT# 04181.000-35071 MODEL: 4EBB "1828-CALI" GARAGE s11ING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXE. C 22 DA� 9/21/21 CASING sAUD i/4"=1'-°" WA4- AND 11F S.— IN 4"GALVANEEp CPR�EESHCUULD BE TAKEN N KEEPINGTHE VENT PROPERLY ALIGNED. VENT PIPE IS SEALED IF UTLPED. NALN RACE USING 1-114' NAILS AT EACH CORNER. ROOFNGCEMENT PIIVASA710M SHOULD BE APPLIED TOALL SHNGUE EDGES NEAR THE OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS CUT OUT THE GOOSENECK VENT OPENING IN THE RIXY R ECOMMENDED IN SEVERE WEATHER COASTAL SHEATHING. SIIETHEOPENINGNACCORDANCEWRHTiE CONSTRUCTIDNZONES. CHART SHOWN. N THE EVENT A MECHANICAL VENT FAN 5 USED, SZE THE VENTOPENING IN ACOCFOAHCE WITH VENT FAN MANUFACTURE'S PIPING CONNECTION _ NSIRUCTCNS. DONOTCUTNTOTRUSSESIX RAFTERSWHENCUTTNGTHE OPENING IN THE ROOF. �I REMOVE NTERFERNGSHNGIENALSAROUNDTHE PERIMETER OF THE OPENING SOTHATTHENAtNGF1M'fF OF THE VENT LAYS FLAT TO THE ROCFSHEATHNG. SLDE TTHE D S OF THE VENT AND SHHIINGrSALLOW THE BOTTOM VENT FLANGES OLAY ON I I THE TOP OF THE SHNCIES. ROOF HOOD VENT DETAIL L TCa°OWARILT — POLD-UP 4 &[ORE i10111ERIfAP (on CUT HOUSEYRAP TUCK PLAP UNDER) AT 40' ANGLE AL MAD MODIFIED 'I' CUT T.�lk7, N MOUSE~ i I LINE YRDOW - FOLD MOUSEYRAP N AT JAT'M . NLL - APPRIC NOUNYRAP OVER SIIEA7)NIG 011BS \ WD STD WALL SLOT[ SILL no TO MWEROR STEP 1 STEP 2 INSTALL &' SELF-ADVER1tl FLAAMNG AVER VINYL HEAD PLA614M (WITH BID DAMN NAILING PLANSE INSTALL i' 'I-, SELF -AD E RING EXTEND ULF-ADNIIIIIIIIING NA FLA M AT :f 4& PLANING I.MN JAM06 ISEYOND JN'! INSTAL VINYL CAP 1' XrNNDPLEXIS RASNNG MIN BELOW SILL PLEXIDLE FLAMING DO NOt SEAL 00"CM FN NE —ENE BOOT ASPHALTPIASTICCEMEM MOLDED AACUND BASE CP PIPE MOWER FLANGE ALIGN FLASWM IW INT. Mxd OF NLL NO. I'ECWNCALLY FASTBI FATED EDGES. (CAP MALa STAPLES) INSTALL 0UPo1R R-EASRAP AS T PLAAHM AT THE POW MOUSIEIRAP Dow ( TAPE DIAGONAL CUT ACOM HEAD OF WINDOW PLUMBING VENT DETAILS &I tol, NSTALL &' UDS ADHSSWE - BACKED FLEXIME PLASMNS MATEICAL OMR DRIP CAT JONT(PROIECTO-RAP ET-2Sot - go") STEP 7 14--zo STEP 8 `(`6-Z?) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 9 OIN OAR JOINT SIP WIDE VALLEY FLASHNG SOp OR HEAVIER FELT UNDERLAYMENT ASPHALTNG COOPING EVENT ALLEYCEM--' LOI—NERS— CO—NTEFUNERHNETNERSNNGLEDEND SHNGLE AST 12'BEYOND YCENTERLINE ED OFFR AT 0.5 DECREE FROM VALLEY CENTER4NE NQ If. T Ib TIM CONTAGTo" RE/PON mLrlr To VERIFY ROOF VALLEY DETAIL "M `°" AI., M LM76TY OF A LIFAO `RINS aN� MaueE&RAP. SELLAI» .&ELF-ADr�aNG SCALE. NT6 PLASHING MATEItlALs USED DURING CDNETRJCTICN 2. INSTALL ALL MATERIALS PER MANI/ACTURERS WNTTEN 01F'ECIPCA7ICINS WNWWQL SEALANTS MAY REACT ADVERSELY IF NO COI'PATS&LL rEAN AND SEAL JAMB TO BILL JOINTS WITH DOW It" FOLLOWING COMPLETION OF GRENOR RETROPIT WORK REPAIR SCHEME SHOWN SHALL BE IMMEMLNTLD AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEAd ANT APTLY O&I PDI) (O Ea)AL)&EAL4NT1 WNDOI JDNT FLUID APPLIED MAIMING (LANCO UNITE -SEAL IEC-N OR EOIJA I SLOPE SILL TO EX MOO L L 17 IE TIME CONTACTORS RE&PONSIN TY TO VERIFY THE COITATISIILITY OF ALL PRODUCTS NCL .DNS SEALANTS . SELF-ADiRNG PLASMMG MATERIAL& USED DURING CONSTRICTION. 2. PLASMPYi AT EXTERIOR UINDOWD AMC DOOR OPOiJG6 SHALL EE INSTALLED N ACCONCIAMM UTI MANIVAGIISSEWS, INSTALLATION NST1111 TQ.b AND APPROVED METHOD U OF PSIC PtWA U N ACCORDANCE UTH FENESTRATION MANWAOTIIQRY INSTALLATION AND FLASHING, SYTRCTICNSS 2gj!g(ac NALANT& MAY REACT ADNRSELY R NOT COI'IPATIOLL WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeelgngroup.mm AA S: 0003325 Y t C aUNDIV. e& LOT: ABBOTT PARK LOT #35 BLK. #7 PROJECT# 04181.000-3507 bwDELT 4EBB "1828-CAL' GARAGE aMITTCY. RIGHT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP C 2 mm Dw 9/21/21 8CALE: 1/4"=1'-0" a WA5 \ 2x6 SUB-BANb W/1'x4' NOTCH END, WRAPPED IN PEEL t STICK META. FASCIA WRAP DRIP EDGE !�\ I\ T/&' TEXTURED I \ FINISH ® WOOD .1 \k 2X6 Sue (SAND—/ NOTE: NOTCH FOR 2XCP SUB BAND ONLY ©FL AN B TEXTURED FINISH 0 WOOD I!l' TEXTURED FINISH a CMU METAL LATW �( � WOOD SHEATWItJCs OR CMU WR8 LATER 'I, BTUCGO WRAP (FRAME ONLY) WRB LAYER 4, FORTIFIEtER J BUILDING PAPER (FRAME ONLY) —ROOF KICK OUT REMOVED \\ FOR CLARITY TROOF DECK (BEYOND) `\ DRIP EDGE, I` OFF WALL (NOT INTO STUCCO) ROOFING CEMENT DRIP EDGE METAL KICK OUT � I _ '1/8' TEXTURED FINISH o )WOOD, I/2' TEXTURED FINISH * CMU �- 2xb SUM -BAND W/1'x4' NOTCH m \ '� END, WRAPPED IN PEEL t STICK ®ELEVATION ®PL)4N )4 METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS t0 BE CUT WALL LINE t0 AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND W/U4'x4' NOTCH 9 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) 'Vol 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 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 x x x x x SUB BAND DETAIL ® WALL W/KICK-OUT FRAME OR CMU FELL PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH m END, WRAPPED IN PEEL t STICK -ROOF CEMENT � ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY• FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/l14'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4070 . www.abdealgngroup.com AA #: 0003325 Lu 0 8 o 3 aysniv. ae LOT: ABBOTT PARK LOT #35 BLK. #7 P1tOJl.CT:/ 0418.000-35071 xoaa>� 4EBB "1828-CALI" ctw>Rwwcsa 9111117xG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH E C 2 2W l\.ISR No�93723) DA 9/21/21 ar>raaT ��?? WAV 9'-8" 3'-2" 36'-2" 3'-6" O TT OP OF SLAB •--FM•12X12--- 1 _ --- FM-12X18---- I� i I H 1A 4" CONC. 1, IX 1a SLAB I irr ILL rc 4 31/2" LF-24X24 3,-10" 1 0" 6,-7' l i 10 � i� I • / r 1 FM-12X18 EXTEND / i1.1 SLAB 1 1/2" 4" PVC i' I 1A CHASE / i� i� / TOP OF iv / SLAB i� •I / I' i 1 1A i� 17/ TE-1 I ry I .I *1 112" 28 178 5 I I 1.1 I I I 4 I m I I I 1A I N I 1-EXTEND Sim. SLAB 11/2" 1A 2 )4"CONC.-12X18 I awl r ) SLABEj g 1A I SV 3,-„ 1/7 . L---- 2 1A +71/2" 1. L 1.1 1. FM-12X18 _ J MC-12X18 FM-12X18 FMC-12X18 4 4 1.1 1.1 3'-10" 101-2" 2'-8" i6'-0" 2'-8" 21'-4" 14'-0" 4'4" 39'-8" km FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-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. 11.13NDICATES #5 BAR, BNDICATES #6 BAR, EDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5= 30", #8 =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 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402802-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402,502-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED T-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 THICKNESS REINF. REMARKS 6x8 W7.4xW1.40VER GENERAL 3 12' a MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10' - (2) #5's _ (+)O"-0" FM-12x12 1T CONTINUOUS 17 - (2)#5's FM-12x18 17, CONTINUOUS 18" (2)#5% FMC-12x18 17' CONTINUOUS 19, - (2)#5's VARIES F-24X24 24" 24" 1Z' (2)#5s (2)#5's -)0'4" FOUNDATION PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngro up.mm AA #: 0003325 M id in O !Qm� Z SOSV` $ >lLMDIV. Ce LOT. ABBOTT PARK LOT #35 BLK. #7 PitojmcTp 041 1.000-35071 MODEL. 4EBB "1828-CALI" GARAGE SITI MG: RIGHT PAGE: FOUNDATION PLAN %160 MPH . C ol 22 Ia 9/21/21 cALE: 1/4"=1'-O" RINT rlEE�r s1 So, MIN, EACH WAY MONOLITHIC FOOTING ♦♦,rr STEEL REINFORCING IN GROUTED z STEEL REINFORCING IN GROUTED — v CELL SEE PLAN FOR SIZE AND ft _ CELL SEE PLAN FOR SIZE AND •��•• R i a -> SPACING REQUIREMENTS S 2 SPACING REQUIREMENTS p',• GARAGE DOOR u } m $ oO a� ..I I.•, �FM xJ RECESS B+ C m 8" CMU WALL 8" CMU WALL r . CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH w y v sI. WAY AT ALL CHANGES IN DIRECTIONS H a+ TOP OF SLAB - TOP OF SLAB I .. SO THAT THE STEEL REINF. IS CONTINUOUS •may • MATCH AMOUNT OF CONTINUOUS BARS CURB FOR . EXT. PORCH SLAB ^ SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1STORY) #3 16' • _ EXT. PORCH SLAB - V IES SEE SLAB SCHEDULE TOP OF GARAGE p III` CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE N MASONRY UNITS SET p AT ELEV'. W/ 1/2" ISOLATION '.,� JOINT 6" CHAMFER (2 -STORY) W/ 1/2" ISOLATION°'4 4" CHAMFER (1-STORY)- 6" CHAMFER (2-STORY) 0� 0" (WHERE • • APPLICABLE) i #4 24" SEE SCHEDULE #5 30' JOINT (WHERE, •! • APPLICABLE q. SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING f FOR WxDBAR UA SIZE 36') AND BAR QUANTITY #6 z i FOR flUR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY BAR NUMBER OF BARS (ie. 2 T03, PROVIDE 28ARS), UNO 47' #7 4T EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scALe34"=1'-0 2 @GARAGE scALe34'=r-°' 3 CORNER BARS DETAIL DOOR OPENING (1) #5 REBAR VERTICALLY W/ CONC. w POURED CELL LAP TOP PLATE A MIN. OF 48" o 8" CMU AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT g #4 REBAR @24" O.C. CENTER OF LAP TO OCCUR OVERER STUD OF WALL W/ PLAN SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING I WALL W/ SVP 'v Q I 2" CAPPED GALVANIZED PIPE NEW REINF. BAR SECURED W/2-PART °� No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE 112"x9" WEDGE ANCHOR W/ z' W/FLANGE C BASE I EPDXY. MIN. EMBED d 8", UNO TO BE PT. PROVIDE DBL TOP WASHER SET IN HIGH STRENGTH PLATE ' 6 z o FOLLOW ALL MANF. EPDXY 5-1/2" EMBED. MIN. @ 16" OC SIMPSON SPH4 OR SPH6 MAX ° q• • ¢ m ¢ SPECIFICATIONS FOR I USE AND BTM AND TOP PLATE H 4" CONC., REINF, W/ I SECURE FLANGE TO _ PREPARATION OF ANCHORS W/ 10d x 1 12" Y "x8" #10 WWM ON SLAB W/(4) VIC' X 2 1/4' O 4 4 HOLE. COMMON NAILS FILL ALL -MIL POLY ETHYLENE HOLES, DO NOT USE 10d w w VAPOR BARRIER ON ILTAPCONS x 3„ rc SLAB SCHEDULE _ T • I•I 1`Q WELL -COMPACTED CLEAN FILL TERMITE o� +- 0'-0" [SEE 1J TREATMENT SHALL BE QQ- TOP OF SLAB _ S' BORA-CARE 4" CHAMFER • ; (2) CONT. #4 REBAR (1-STORY) 8" CHAMFER (2STORY) q. t a (2) #5 REBAR ON CHAIRS 2,000 SF VIRGIN SOILOR 95% En EQ SCHEDULE 12" N. DEPTH INTO VIRGIN SOIL ?. I I COMPACTED SOIL BOLLARD FORE IZE BAR LE AND BAR QUANTITY SLAB HEIGHT LESS THAN 3'S c� HEIGHT SS THAN 5 ADDING BAR TO XII, pER pIAN III, SCALE: 3/4"=1•_0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP 6 scALE:y4"=r-a' (W/UPLIFT) SCALE:3/4"=V-0" Sf2211���� LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL VW PLAN LAP 70 OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE WALL W/ SYP No 2 STUDS SEE f PLANS FOR SPACING. SINGLE PLANS FOR SPACING. SINGLE dd BTM. PLATE TO BE PT. BTM. PLATE TO BE PT. SECURE ST. PLATE TO a PROVIDE DBL.TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. m w V NAIL 12" O/C STAGGERED. ADDITIONAL METAL D ADDITIONAL METAL CONNECTORS NOT B" CMU WALL CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO UPLIFT IS PRESENT. °-0'-fY POURED LINTEL CONT. (TVP.) UPLIFT IS PRESENT. ��o.. B" CMU FILLED CELL(TYP.) TOP OF SLAB w _ rc SLAB SCHEDULE SEE SLAB SCHEDULE I 2X WALL FRAMING > SEE SLAB SCHEDULE 1/2" DIA. SIMPSON ST82 BOLTS 5" +-0'11" [SEE +- -0" ♦• MINIMUM EMBEDMENT INTO TOP OF SLAB TOP OF SLAB'4• 'ISOLATED' COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX ��••-q ° ° =•-,� POURED MONOLITHICALLY WITH •�`q q� # - '+" — FOUNDATION AND SLAB • .. q 4 • SEE SCHEDULE FOR W%D, BAR SIZE SEE SCHEDULE FOR WI Q BAR SIZE ./ AND BAR QUANTITY AND BAR QUANTITY/•fL EQ. EQ. SEE SCHEDULE [� FOR WZD, BAR SIZE COMBINED EXTERIOR MONO - INTERIOR FRAME BRIGWALL TO 1 AND BAR QUANRfY INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD INTERIOR FOUNDATION 9 10 BLOCK WALL CONNECTION CURB WOOD WALL 8 SCALE:3/4"=l-V' (NO UPLIFT) SCALE:34"=''-°" 11 scALE:34"=r-p' SCALE'. 3/4"=1'-0" (NO UPLIFT) .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngrouP.com AA #: 0003325 I �1�1:-;, � C A Mid 4 Qom'• QS Q ounDiv. at LOT: ABBOTT PARK LOT #35 BLK. #7 PROJECT# 04 81.000-3 071 MODEL.• 4EBB "1828—CALI" GARAGE SrIMO: RIGHT PAGE: DETAILS 160 MPH E . C 221 DAPEY 9/21/21 SCALE: 1/4"=1'-0" SHEET S1.1A DOWEL PLAN SCALE: 1/4" = P-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdeslgngroup.com AA M 0003325 NJ mulwiv. Ae LOT. ABBOTT PARK LOT #35 BLK. #7 PROJECT:1: 04181.00 -35071 MODEL• 4EBB "1828-CALI" GAP OE BWMWG: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C P2 DATM 9/21/21 8MUM 1/4"=1'-0" SHEET s1.2 I TIE VERTICAL REBAR TO HORIZONTAL REBAR W/1(1'HOOK GROUTED BOND BEAM CLEAN OUT REQUIRED FOR INSPECTION 0'-dFIN. FLR. +� ° TIE ERT'' C REBAR ° • 4 ° TO HORIZONTAL REBAR W/10'HOOK. a — BAR SIZE 148 BAR DIA. #3 18.1 #4 24" D #5 30 #6 36' #7 4z' HORIZONTAUVERTICAL REINFORCING (D SCALE: 3/4"=1'-d' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q SPACING REQUIREMENTS �n ON 8"CMU WALL TOP OF SLAB q' TOP OF SLAB EXT. PORCH SLAB EESLAB SCHEDULE CHAMFER (1STORY) BAR SIZE 48 BAR CIA qa° ' ° 4 a W/ 1/2'ISOLATION " CHAMFER (25TORY) #318 JOINT(WHERE;�;E:: #4 24" APPLICABLE) ATCH STEEL #5 3d' 6" PVC CHASE f REINFORCEMENT H 38, THRU FOOTING PER SCHEDULE 07 42' 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FORD, BAR SIZE PER SCHEDULE AND BAR QUANTRY PVC CHASE THRU FOOTING 4 SCALE:.14 14' #5 BARS FEII 8" ■ 4 T 1 � CMU UNIT DIMENSIONS � ARE NOMINAL SIZES O MASONRY SYMBOLS SCALE: 3/4..=1,-01, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 WW Abdeslgngroup.eom AA #: 0003325 adIt It BvaDIV. ee LOT: ABBOTT PARK LOT #35 BLK. #7 PItoizcT# 04181.000-35071 acODEL• 4EBB "1828—CALI" GARAGE Banda: RIGHT PAGE: DETAILS 160 MPH E . C P2 P41"A ♦p �y�M � D � 9/21/21 BCALE: 1/4"=1'-0" 821EXT S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA/B W/(9)10dx 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, MOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d 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 CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. B. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WLL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" ° x 2 7/8"LONG, WITH WASHER @ 18" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWSE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (psi) SIZE W.HBTM. REINFORCEMENT STIRRUPS REMARKS TOP MID SIZE SPACING B81 MASONRY 3000 8x8 (1)M5 N/A GROUTED SOLID SEE SHEET S2.2A & S2.2B FOR SAFE LOAD TABLES Illis---------�---------a 4----r-------���/���������������i 8F18 MIN: 1T/0M/1B 17'i" BTM, OF LINTEL @ T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeslgngroup.mm AA 8: 0003325 Ai uZ e� .� O �Gpy7 a yQS� a 4 W�$ SUIIDIV. As LOT•. ABBOTT PARK LOT #35 BLK- #7 PROJECT* 04181.000-35071 MODZ . 4EBB "1828-CALI" OARAOa STIIMO: RIGHT PADS: LIFT BEAM PLAN AND NOTES 160 MPH EXF, C 22 AR NO 9370 1 F-PRMTDATO 9/21/21 SCALE: 1/4"=1'—O" aHmw S2 #5 CORNER BAR WI 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBARW/1a'HOOK - CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=T-01' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8AS' Er 1. PLACE LINTEL ACROSS TOP OF OPENING BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k18' b 6. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM! COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1/% OF THE LINTEL o & U e. NO COMPOSITE MASONRY BEAM IS 70 BE NOT LESS THAN 16" DEEP. � WIDTH # OF #5'S, IN 2ND BOND BEAM COURSE 9?Q' NOMINAL B M/ HEIGHT #OF#5'8, TOP ITIS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/1 MIGS INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM AND XFXX - IT,UWOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - lT/i MIOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW -1 r PRE -CAST •314, e WINDOW SILL Z i SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 scALE: 1 vz'=r-a' Bx16 DEL. BOND TOP O BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR '. BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY DRE"'"G-2' BEAM DESIGNATION OR n 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL(Li)REFER TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2X 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 1-19' EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1/4") 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4" EMBEDMENT 2.8 (M IN 2X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 146 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAILS 5 SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeaigngmup.mm AA#: 0003325 J a C SVnDIV. A# LID 44 ABBOTT PARK LOT #35 BLK. #7 PROJECT# 041 .000-35071 MODEL: 4EBB "1828-CALI" GAV-40E 911WO: RIGHT PAGE: DETAILS 160 MPH E . C PI 2 2 `iKR NO W723 DRwT AAM 9/21/21 SCALE: 1/4"=1'-0" BHEET S2. IA FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/ (9)10dx 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HiOA OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3, ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41, 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER/ENGINEER NOTES: i. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2z8 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. o" ON 'a so Z U 0 5 m o0 0 U 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES WW (2)16d COMMON NAILS 8 SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. y✓� U U U CJi Lifm CJ5 I- _I I-i _mil_ 1 l, r 1_ m AITTACH114--0 LONG 2! SCAB TO FRAMING PLAN SCALE: 1/4" = V-0" 00 ME .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngmup.mm AA 8: 0003325 q b 65 €� a Ca C IOC aummom ae LOT: ABBOTT PARK LOT #35 BLK. #7 PROJECT# 04181.000-35071 MODEIs 4EBB "1828—CALI" GARAGE BVrDf*: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C 4 DATE: 9/21/21 SCALE: 1/4"=1'-0" ✓ HEET s3 ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP .ROOFfWALLIFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSSANCHOR WITH # UPLIFT SIMPSON (9) 10d x 1 �' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 SM HTSM20 W/1010AND 'ROOF/WALUFLOOR B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: A PT SYP #2 7' x 4", TRUSS AND (4) 1/4" x 2 1/4" SHEATHING {1 2) 16d x 1 z" NAILS TO TRUSS (9) 10d x 1" NAILS TO 8", 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" GIRDER. PROVIDES' W/ 10d NAILS, 2 ROWS, 3' CON7 POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C_( 1) SIMPSON LGT2 GIRDER TIEDOV N WRH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: APT SYP #2 z' z 4", (16) 10d x 3 �" NAILS 70 GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 8", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12)16d x 3 �' NAILS TOGIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/1010d TO ADDITIONAL PLY MAX. TO A-(1)SIMy SON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4) 1/4" x 2 1/4" CONTINUOUS BONG BEAM ANCHOOURED 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS WITH (4) x 5" TITEN HD TO CMU AND (12) SOS CONT RS TO SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3) i6d 4 �' x 2 }' TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWNWITH ix2 SECURED W/ tOd TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA (2) ?' x 5" TITEN HD TO CMU AND (18) SDS f' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER SEE ARCHITECTURAL iz' O/C FOR REVIEW C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2X SECURED 18d AND APPROVAL GALV. COMMON NAILS. 12) �' x 5"TITEN HD TO CMU AND (18) SDS }" x 3" N N ix2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV, COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM SEE SCHEDULE 12' O/C SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3286 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER 8 z' APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1 a 1 b 1 c 3/4"=l'-a' TYPICAL ROOF 3 SCALE GIRDER CONNECTOR(S) 2a 2b 2C scALE:3""=r-a' SCALE' GIRDER CONNECTORS) 3/4" T 8 G SUBFLOOR GLUEDAND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN LSTA12 20 GAUGE BRACE W/ (3) 12d @ EA. TRUSSES WHERE W/ 1HDG NAILS TRUS S(DIAG. BRACE TO X-BRACING IS PRESENT AT ND. TOTAL OF 10 C EAACHCH END. COVER 5 TRUSSES) 4'4" O.C. (AT SHEATHING PER ELEVATION 0'-0" TO 30'-0" (1) W BRACE SEAMS) FLOOR 30'-1" TO 60'-0 (3) W BRACE SECURE 2x PT. PLATE GIRDER e-a' MAX IYJ/1x4) (1) "X" BRACE C CENTER TO BLK WI 12" DIA OR /tl-0" MAX (WlLC4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/7' FROM CENTER TO END. WASHER SET IN HIGH PER ELEVATION lik I 2x WOOD FASCIA, STRENGTH EPDXY 6' MIN. EMBED. AT 37OC lx4 DIAGONAL SEE ARCHITECTURAL PRE-ENG FLOOR TRUSS BTM.CHORD SEC PRE-ENG GABLE TRUSS SECURE GABLE TO 2X8 5/8" GYPSUM BOARD OR 1/2" HIGH BRACING, SEE P.T. PLATE W/ 12d%8" STRENGTH CLG. BOARD PLAN FOR LOCATION MAY NOT BE STIfFeACK (AS PER O.C. MAX SECURE TRUSS TO TOP PLATE w/ (2) B a REQUIRED TRUSS ENG) ON7. 2x4 SECURED W/ 16d TOENAILS (2) 10d's CIL EACH TRUSS TO BE INSTALLED DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF 10'-0" O.C. MAX. MIN. 7" EMBEDMENT WOOD ROOF TRUSSES 70 SLAB 8 (18)16d x 2x4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE ON SLAB BOND BEAM REQ. BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL PROVIDE BLOCKING 12" O/C STAGGERED. ADDITIONAL METAL 1/2" GYP. WL. BD. .4. • Ix4 BTM. CHORD BRACING 8'-0" O/C END WALL OR OTHER CONNECTOR S NOT4 • °• MAX., OR 2x4 BTM, CHORD BRACING END TYPE CONDITION, IF REQUIRED WHEN NO ! �� ° 10'-0" O/C MAXSECURED W/(2)10d ONSEE PLAN UPLIFT IS PRESENT. s COMMON NAILS AT EACH CHORD INTERSECTIONNP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END 6 7 GIRDER/WOOD POST CONNECTIONS scALE34"=i'-a' PRE-ENG'D TRUSS scALE:34"=1'-a' '_ •. `. .a•.# :•.. SCALE: 3/4��=1._a. FLOOR TRUSS CONNECTION @ L.B.W. 4 scALE:3a"=r-a' (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTHI/4•D OLE EDGE >5/8"USED SO LONG AS THEY CONFORM TO THE OLE DIAMETER FOLLOWING 215`D SGL. STUD OUTER i. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN O A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL(F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" I AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE 70 WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TOA SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCESALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TOWIND ARE 011 SUBJECT TO Fl AND F2 FORCES. . HOLE DIAMETER PLATE < 3/5•0 DBL. STUD TERNATE MATERIALS STUD NOTCHING SNL— AND BORING LIMITS scALE:3/4"=r-a' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdmigRgmup.dom AA #: 0003325 o a lei I SUNDIV. & LOT. ABBOTT PARK LOT #35 BLK. #7 PROJECT# 04181.000-35071 MODIM 4EBB "1828-CALI" GARAGE SUING: RIGHT PAGE: DETAILS 160 MPH EXP. C PRINT DATE 9/21/21 aISEET S3.1A 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA 4'4" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30--0" (1) "X' BRACE 30'-1"TO 60'-0(3)"X'BRACE PRE-ENG GABLE TRUSS ( i ) "X" BRACE @ CENTER (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 "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 112. 21 WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 17, O/C AND APPROVAL SECURED W/ (2) 12d's Q MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HIP RETURN SCALE 3/4"=V-0" PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLETRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/2' WASHER SET IN HIGH STRENGTH EPDXY W MIN. EMBED. AT GABLE 32"OC MAX SECURE GABLE T02x8 P.T. PLATE W/ 12d's 8" O.C. MAX PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's C EACH TRUSS TO BE INSTALLED 010'0" O C. MAX. GABLE END BRACING W/ PRE-ENG (o� GABLE TRUSS @ CMU WALL 0 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngmup.com AA #: 0003325 h FABIB OTT PARK LOT #35 BLK. #7 JECT# 04181.000-35071 MODZ ": 4EBB "1828—CALI" OARAOE STfM0. RIGHT PAGE: DETAILS 160 MPH EXP. C mm DATE 9/21/21 SCALE: 1/4"=1'-0" SHEEP S3.1B FABIB OTT PARK LOT #35 BLK. #7 JECT# 04181.000-35071 MODZ ": 4EBB "1828—CALI" OARAOE STfM0. RIGHT PAGE: DETAILS 160 MPH EXP. C mm DATE 9/21/21 SCALE: 1/4"=1'-0" SHEEP S3.1B GABLE -END �� HIPR ,N— ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62,70) ZONE 3 = 60.50 PSF (70.60) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 8310, PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WAND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT;'P 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/37STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/37STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS04"O.C. EDGEWISE 2.4 BLOCKING ALL PANEL JOINTS W/IN 4'OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM lod RING SHANK, 2 12' 0131 F1667 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK 2 318" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 Bd RING SHANK, PNEUMATIC 2 3/9' 0,113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH Ed RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" OC. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT T O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2, 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 10d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 WRING SHANK GUN NAAS04'OC. TOP 4 BOTTOM EDGES 0 B I TYP. EXT. SHEATHING RAFTER UK IHUS6 ROOF SHEATHING z 3 m BUILDING LENGTH I, ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16O.C. IF NO DROPPED GABLE END, ATTACH 214 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS VW (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 1Od RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING #8 2" DECK SCREWS 0 T-T O.C. MAX EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALLEXPOSED MEMBERS GENERAL NOTES, ALL AGGREGATE USED IN CONCRETE SHML CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE YAP. STRUCTURAL DRAWINGS SHALL BE USED I N CONJUNCTION WTH JOB SPECIFICATIONS AND WOOD" ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED 70 EARTH ORWFATFHt NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWNGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC422020, 71h EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS POVIDEDRAWINGS. IL CO PROVIDE 6-MIX CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER All SABSONGROUNDWHHiEINDICATE00N NE VAPORB RRIER ME CRIPPLERS ,SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb= 1100 PSI ANDA MODULUS OF '= FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD0.FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONSPRESSURE LAPPED B INCHES AND ED PE ELASTICITY 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE TREATED. PRESSURE TREATED BOTTOM PLATE REDUI RED. WOOD FOR NON-STRUCTURAL USES FORMWORK SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT. DI SODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT S WILL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -NARK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AG 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBERTFIAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM-MRK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRALMNGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS, TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK, ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP#2' THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS W WIRE MESH' AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al OSQA1064M, GRADE 65 AND BE PLACED INACCORDANCE WTH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WRE MESH FOR SLABS SHALL BE SUPPORTED WTH 2" CHAIRS SPACED T-O" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENT'S AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS GRADE LUMBER AND ITS FASTENINGS'THE NFPA. TRUSS DESIGNS SHALL SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING; STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM -15 GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUSTPLACED AND IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -UPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WTH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL L STANDARDS FOR METAL-P TRUSS METAL LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS BR:, ING COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED MENDA IONS FOR INSTACONSLLATION 20 psf TOP CHORD -no nculnnt REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD-non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL 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 WTHANSI/ASCE 788: 1990. 18 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ N. 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 PSI`BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALLAT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST W ND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf VIAND: DEAD LOAD SPEED=10) MPH GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS GUIDE FOR BEARING SUSECONDC,RI (ASCE 7-18 (FBC R2020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNA NHABIABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30ps1, BALCONIES (EXTERIOR) � NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40ps1, GUARDS AND HANIDRAILS' 200psf, GUARD INIFILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS'. PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOVING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WlL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH' ELEVATIONS DIMENSIONS ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WTH ASTM C-90, GRADE iM = 2000 PSI, BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. VIAND UPLIFT VALUES RAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING VIAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW NGS SUBMITTED W THOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAW NGS IN THE FORM THERW PLIANT NIG BOND UNLESS OTHERW SE NOTED. 1AV11P 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 COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 6" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE A" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE PROPORTIONEDAND MIXEDASOUTLINEDUNDERASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREATALL SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SENILE RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEETTHE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDATTRE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEENMETSHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-0GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5` STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HSTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PROR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' 4- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 9D MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSBLITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBARSHALL BE AS FOLLOWS: A 3"FORCONCRETE CAST AGAINST AND PERMANENTLYDTO,SEDTOEWTH(FOUNDATIONSY B. FOR CONCRETE EXPOSED TOURTHANDORWEATHER 1-112- FOR #5 AND SMALLER T FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS WALLS AND JOISTS 1-1R' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A5D0/A500M, GRADE B, Fy = 46 kai. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = SEW. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURN-0FF-THE-NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPI—TON .1. TYPE sRADNG REMARKS APPLICATION S. REMARKS RRINGTO INC. CASE HARDENm COL f f?LONG. a"� GARAGE DOOR BII"X NRY/COlC a OA' f f/]"ENBEd'ENDgBi., SGD, X.—DOORS -HA 9"OF WINDOVA -I FASTENED GARABEDWRBUCK Ofc (Ne'OW F20 x"EMII-DGE i, eEENOTEB NAL1 -LONG. STAGGERED INTO M49JNRY/GOING. O MASDNRv/�NC. EXPAN91 OY BJLT 2C'OIC (V1'OW) DST.D� wNDD BIxM( CASE HWDENM-L wlNDowiDooR/FAeTENED METAL STRAPT0 CONTACT THIS ENGINEER FOR SPACING vT, sEENOTEs NAL1 ur'LofNc. GERm INTOr4A8DNRY� MrsoNRr/coN. REQUIREMENTS Exr. SNING DOOR (2)VI—I TAP0- 1B„- rz"EMeEp. B'ENO. BUCK2r 11, EEE_E _ ER ASTNER 12"EDGE.ST. Tx PTWINDOWBUCK E2211. 9S.-< ENDDIST. P O8 STEEL EL COL., 01WI WA31 T EREO EDGE S 1LES 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. RAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW 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 2.MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWigmup.POm AA #: 0003325 J V O a a StmDIv. Tee LOT: ABBOTT PARK LOT #35 BLK. #7 PROJMCT# 04181.000-35071 MODEL: 4EBB "1828—CALL" GARAGE STUNG: RIGHT PAGE': DETAILS 160 MPH EXP. C ,I; MAL L AR NO 93723 i DATIM 9/21/21 SCALE: 1/4"=1'—O" SHEET s N1 y FASCIA WOOD BOARD BY OTHERS - ©TRIM NAIL INSTALLED THROUGH 7O INSTALLED FASCIA @ 16" O.C. MAX THRU SS THRU SOFFIT AND J-CHANNEL AT NAIL O STAPLES INSTALLED SOFFIT Q HEM AND IN VALLEYS THRU SOFFIT AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @ 12" O.C. MAX (INTO ® FASCIA J-CHANNEL Q 7OWOOD) IN J-CHANNEL SLOT MAX. nFTAII n I-AJI.:IA O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) 8' MAX. nPTnn n J-UNANNtL FASCIA WOOD BATTEN 10 -STAPLES INSTALLED 7Q THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. NEL 3O Q STAPLES INSTALLED THRU SOFFIT AND J-C HANN EL AT NAIL HEM AND IN VALLEYS O SOFFITf•' 30 J-CHANNEL k" nPTAII P J-UNANNtL FIT O BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSSMOIST/RAFTER / BY OTHER 2-1 /4" EMB. X2 WOOD BATTEN OFFIT 1D J-CHANNEL 30 DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7D STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 — O SOFFIT NSTALLATION SCREW, (D J-CHANNEL BATTEN ATTCHMENT ® 8„ MAX, FASTENER SPACED 24" gO MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL J-CHANNEL _ O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR TRUSS/JOIST/RAFTER BY OTHER 2-1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO (D WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION • .???`r=•• SPAN 'L' SPAN 'L' ?;.rii? 13.519 AVE WIDTH EAVE WIDTH •:??tr:::iii•.�••• 375 .375 .tt:•.. (ROOF (ROOF •::;tt;• .49 3.625 3.625 OVERHANG) OVERHANG) 5 08 .03 CONCRETE; CMU OR WOOD 12 CMU OR CONCRETE; O�� I SOFFIT iFFIT CMU OR WOOD SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTE:1) DETAILA EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO J-CHANNEL @ WALL, FASCIA@FASCIA END J-CHANNEL @ WALL AND FASCIA END VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 loll 1 011 I w W i 0 BUDDIV. & LOT. ABBOTT PARK LOT #35 BLK. #7 PROJECT 04 81.000-3 071 KODEL• 4EBB "1828-CALL" GARAGE 8WING: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C oe I_TalPZ — 'i — DRINT .1 ATI : 9/21/21 ':ALE: 1/4"=1'-0" D 1