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HomeMy WebLinkAbout7535 Broad Pointe Dr99 182�,8-4EBB-CALI w 99 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY CAP ZEPHYRHILLS ORDINANCES HOMES REVIEW DATE DEt tali CITY EXANPINERHILL PLAN 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 -F alm HORDING CODE, EESmBN'BAT, AAV. ABOVE IAV. LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 7M OMN ( �) .** ���■ �y� ,gyp ry� -AIL LOCAL AND RATE CODES -OCCUPANCY - RESIDENTIAL., GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC HIND SPEED - Vult=160 MPH VBsd=124 MPH -EXPOSURE - C :EXPOSURE RESIDENCE -2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE CODES AIC AD1 ALT. Bo CL CAB CLR CONIC. CPT. D. DBL. D.G. DIA. DIM. DISP. DP. DR. DS DTL. AIRCON7TIONING ADJUSTALLE ALTERNATE HARD Gt CENTERLPE CABINET EI I oT CLEAR CONCRETE CARAMTC� DRYER DOUBLE DUALGLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL Lw MC. Not. MIN . MTD. s O.0 PL PH PLT. PLYWD P.T P.T. R RAD. RA.G. REF RM FIG. LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM THRESHOLD MOUNTED OTFATOSCALE ON CENTER PROPERTY LINE OHrEBDTTGN PLATE PLYWOOD PAIR RES PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING 0I416/I9 CD* IBM ARCHITECTURAL SHEET DESCRIPTION OMAS 20n MC UPDATE PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION "c" PG E1—ELECTRICAL PLAN PG P1—PLUMBING PLAN PG Ml—MECHANICAL PLAN PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL "/* CDv RE -Ism mRUl6 81DNGELEVATIONS ADDED CM6/16 CD*RE-18RED FOOTNG RENSK7N PER M. BOLLES 06418 COS FE-I D 02/" ADDED C LEBBFOOTERATGARAGEDETAIL(FORTMYERS) O2/!7/19 PLAN MAINTENANCE OVAIIS REVISED LINTEL 812E AT FRONT ENTRY DOOR -STATE OF FLORIDA SQ,FT, /��t (� �Cr P 1 liAW S 04RM19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER ULL BATSON (MELBJ 04/74/g REVISED HVAC VOLUMES ON SOFT CALL SCHEDULE (MELBJ LIVING 1,82080.FT. GARAGE 430 60, FT. ENTRY 16 15 a. FT. LANAI 80 BQ. FT. TOTAL 2962 Sa FT. 06MAS ADDED' EXTERIOR MOW DEEP FOOTER'DETAIL 2AUA(OIL) PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 D.W. DISHWASHER S.C. SOLID CORE EXTDR EA. EACH SD. SMOKE DETECTOR ELEV. ELEVATION SH SINGLEHUNG EQ. EQUAL SUIT. SPINET EXki. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHim, SHOWER EG1FX. E IOR SSIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL GL. SLIDING GLASS FT, FLOOR STD STANDARD FLUOR. FLUORESCENT sws SHEAR WALL FR DR FRENCH DOOR SECTION arc. MP FOOTING TE. TEMPERED GLASS GA, GAUGE THK. THICK GAR. DISP GARBAGE DISPOSAL T.O.C. TOP OF CURB I OT. TOP OF PLATE G.F.I. �ERNRUP ERrcRcnT TOS. TOP OF SLAB GL. GLASS TW TYPICAL GYP. BD. GYPSUM BOARD U.N.o UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF IW. WASHER HOT.OR�NSUL �GHT INSULATION W. w� INC. INTERIOR WDW. WINDOW W,H WATER HEATER W.L WROUGHTIRON PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS 06/2M ADDED LED LIGHTS • KITCHEN 4 BATH PER MARK WAS 01/M ADDED STONE OPTION ELEVATION C 4 D (TAMPA) 09lIlA Ys'9 ELEVATION SIDMG•ADDED LOUVER •GABLE ROOF 10/)5/ly ADDED OPT. W-O' CEILING HEIGHTS OVMV REPLACE USP CONNECTORS MTH SIMPSCN COMA CTORB 04MV2O REVISE ENCAVENT RADON PLAN DII'1ENSIGNS 04M'Y!0 OPT. B'-O' GIG. Wit.- ADDED LED LIGHT M FOYER 01JdJ120 GPI• B-0' CLG HGT. ELEVATION C'- REVISED HEK�H7 OF ARCHWAY OW06RO ADDED ELEVATIONS'L' 8'M'(OR.) STRUCTURAL SHEET # DESCRIPTION 01/15120 ADDED ELEVATIONS i'Ka'•TTH'-T1B' (OIL) PG S1—FOUNDATION PLAN PG Sl AA —DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG 92—LIFT BEAM PLAN AND NOTES DRAWING /CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. 001411 2020FCCUPDATE 03/ WI ADDED SOFFIT DETAILS &41641 1 ADDED ELEVATIONS N' i 'D' (ORL) 044141 ADDED STONE OPTION ELEVATION G' (MELB0L"`IE) 05/WI ADDED ELEVATIONS'P' 4 'O' (OIL) 050MI ADDED DEN OFT. (TAMPA 4 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.IA—DETAILS PG S2.2A—SAFE LOAD TABLES OW/!I ADDED 20' FOOTER OPTION (TAMPA) ORDER TO BUILD THIS PROJECT BASED ON THIS PG S3—FRAMING PLAN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRIITEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.IA—DETAILS PG S3.113—DETAILS CLARIFICATION. PG SN1—DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SDI —SOFFIT DETAILS RFI's IN WRITTEN/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. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup4om L AA #: 0003325 C auBDrv. de L.OT ABBOTT PARK LOT #18 BLK #11 PROJECT* 04181.000-18111 MODICU 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: COVER SHEET 160 MPH EXP. C SE D TE 09/21/21 SCA,=: 1/4"=1'—O" 9PIEET C1 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 WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN, RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN I/WNCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNJALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA HALL BE FT . . S 8 SQ PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED 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 2903A & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903, 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063.19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7, FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES, CONTROL DATE: 09/08/21 (CM) 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-7744078 wwwabdesigngroup.eom AA #: 0003325 Z y S 9LTSDIY. to LOT ABBOTT PARK LOT #18 BLK #11 PROJECT 04181.000-18111 MODELa 4EBB "1828-CALI" GARAGE DIFMG: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C U L 'AM IO W723 DR�A09/21/21 SCALE: 1 /4"=1'-O" SHEET likk GN ./-18'-4' BLDG. HGT. FYPON LA2X24 OR EQUIVALENT I LAP SIDING AS b SPECIFIED (TYP.) 4' FREIZE BAND (TYP.) b' TRIM BOARD (TYP.) A OPT. COACH LIGHT SHINGLE ROOF OFF RIDGE T AREAOFATTIC = 236450, FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA 2364/300 = 7.88 VENTILATION AREA X 50, INCHES PER FT.(144) = 1234.72 SO, IN. MIN. REQUIRED VENTILATION = .5X 1134.72 IN UPPER PORTION Of ATTIC - 567.36 SQ. IN, OFF RIDGE VENTILATION AREA = 1155Q. IN. PER VENT 567.35 1115 TOTAL # OF VENTS REQUIRED 4.93357 TOTAL It OF VENTS PROVIDED = 5 'AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS I NCLUOED) 8'-0' BR'.. HOT. 8'-0' BRG. HOT. T. 1.". I ( 1'-0' DECORATIVE SHUTTERS I ❑ a ❑ I I 4B EQUIVALENTT 4B nY. I I S i i TYP. rw 4' RAISED BAND (TYP.) _______ .� 0 0-m'F�N. FLR4 _-____________________� _ _ A0 -mom_ FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 OFF RIDGE T I�B OFF RIDGE T REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 8'-0' BRG. HOT. _ _ _ _ _ 08'-C' ERG. HOT. in 9 0'-O'FIN. FLR$ El _________________--______ __________--_________—_ _ 0'-O'FIN. FLR LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH II OFF RIDGE VENT OFF RIDGE VENT 8'-0' ERG. a �Q 0'-0' FIN. FLR� _ ��- ------------------------- q----------------_--- --- - RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH / 4' 1'-0' 4' \ (� I I� �\ I,-gp 4. I DECO. DTL. A SCALE:1/2.I' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAR: 407-7744078 www.abdesigngroup.com ` AA M: 0003325 J It t tl c Sul3mv. As LAT ABBOTT PARK LOT #18 BLK #11 PROJECT# 04181.000-18111 MODELa 4EBB "1828-CALIF" GARAGE 8WnfG: LEFT PAGE: ELEVATION "C" 160 MPH EXP. C 2 ROLMD A. ABOUCRACRA AR NO W723 DATE 09/21/21 8CALM: 1/4"=1'-0" [smEET ABC ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --e GSV OUTLET 26 mr &HOLE POLE IIOv OUTLET IWV OUTLET WRED VJ OF RlT TO SNTCHa1 NOR IWV OUTLET EGWPED WA3RD FAIL. R N1SISTANT TYPE) RESISTANT xFu 3@ 220V OURET (4) WIN! C NNSCrION OFI ExrER . uAT•woOP OUTLET *Ram PALT MUMMER 6 &WITCH th SWTCH 3-WAY OPER. 64 SWITCH I 4-WAY OPER. L_o WALL LIGHT"wcr&D CELNG LIGHT © LED CLG L13HT ©� LED VAPOR FTDOF LIdM @ VIP VAPOR PROOF LIGHT @ Menem CAN eANT PAN I CRI PER S(A I.T. VISM. PAN IVLINIT I aM PER &(i PT. V mxnm (N7CY TSD BY F T 2-mum ulNAP ® (IIiECB ) AROUND T � uwar (OLMACE FIT) 2' FLUORE&Cm4T 4' FLUORIFSCIINT A 31 X 4' TRACK LOOT O PANEL METER O S.D. &Mam DETECTOR BATT_ e4OI -u• W-H&SOEOE L� WALL MCMW SiaQ DETECTOR SATT. SdCK.uP WLIYSQ m ® WNCTae INTER -CONNECTED 6=ewn c~ NULL a A DISTANCE OF NOT LESS TNOI 4• UIALL PEDANT LOW Ifs NATURAL OI! ► TeuPNCNW JACK WATER HEATER T .LLlyyO�j, DUQOREOT AM CONDITIONW3 ff &Et AMU DRGON OCT FEN TELEVISION JACK SOX TO W N TO SE S O J•BOX IANCE UED ACCOROA S S IU DOW MARGD A& sulal FOR PO INIPIMMION GELING SOX REallllE To E prPO19M N CEILH& FANILwa ACCORDANCE FV BOX MARClD AS &UCH FOR INIFECTtam �ppp 24' NCANDE&CBM LOW STRIP 36' NGAIDReeBM LIMIT STRIP 4w INCANDESCENT LIGHT STRIPOPT. 74;�r acmW PH-surroN FORCHrE& NIB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS N PINS TO be VERRIED o HOMBOUNER PRE -CONSTRUCTION MEETNG. • ALL IS 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PRO 4= PER ELECTRICAL PROVISIONS OF � rTN ro1TIOc2O2A!) N INEO 71R13 2S1'I roITION. • 20 AMP DEDICATED LAJIDRY CIRCUIT. • GFI o ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE MLIT N PANEL • BATHROOM EXIU.UST PAN TO HAVE MN. CAPACITY OF 00 CRI NTEWITTENT PER SLECTRIOAL PROVISIONS OF SECTION 140013 ��TTN ro1TION no3a1 • LAUNDRY ROOM AND DISNWINER RECEPTACLE NULL BE GROUND PAUI.T CIRCUIT-NTEMI'TER PROTECTION FOR PRR&QIEL ON FEDSR& • WRING MBT40O SWILL BE NON METALLIC CABLE PER ELECTRICAL mummoN& OF FEGR TrN ro [ "A • ALL WOW. TO COMPLY WITH ELECTIIC.AL PTV VISIONS OF TK PBCJ! TTH ro (30201 ALL LAMM 6WALL M SELECTED BY BUILDER AND EPPIMINT Tyre FAQ ENEMY QQNSERVAT E!}ICIlNOYJ 20J0. T1h IDITION Rd" FMI LANAI LIVING ROOM C PRE -WIRED`, • CLG FAN BDRM.#1 L / J PRE -WIRED F CLG FAN WP / L, �`, GFI PRE -WIRED \ \ CLG FAN \\ ry I DINING O m I M WO / I •L--"BOTCH IN aL I GFI L _ --- — L GFI It \ I�'I — — J I \ ;REF ----- I 1 DW 81NG OUTLET \ / L vP ---- r---.- ,LAUN. FOR \(L� IQTCHEN - / \3 t RANGE / GFI 0 GFI BDRM,j ---- -- a� HOOD WIRE W/ FUTURE MICRO PRE -WIRED lC0 C. 7 CLG FAN III I � ;BDRM 0 IRA PRE -WIRED / CLG FAN Lv GFI . O 44'AFF. / P.B. FORGARAG. 1 / DOOREE 1 / 1 BOLLARD F / 1 L AS REGL I PER SLOG. - CODE / WALL MOUNTED BATH #2 LIGHT W/SWITCH IN / I S/COI ATTICA CLG / a� GFI gll� ��••.�ij/ I METER A CUTLET-KEYLE� FIELD VERIFY IL FIXTURE 1�(/ \\ BDRM•j2 IRRIGATION FOYER (L / \\ OUTLET R 48' AFF. / / GPE / I GARAGL•J PRE -WIRED yL(\ CLG FAN --___------..------------- -- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' ! I'-V' I CEILING MTO. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN I _ I L I I I I1'-b• 1'-16' I LED LIGHTING @ SINGLE LAV. BATH 02 150 AMP ELECTRICAL RISER NOT TO SCALE. G00RA- NOTE& A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE POOR MW roITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY RL 2UIP E II NM S. ALL CONDUCTORS NIA.L BE TYPE TMWIWM UNLESS NOTED OTMEMSE. PCOER CO'IPANY TRANSPOR`IER PROVIDE DO AMP, 00,240 VOLT, I PHASE WOONDAR¢ ELECTRICAL SERVICE. PROVIDE 3 -q COPPER (OW N 1-1,12" DIA SCHEDULE N PVC CONDUIT OR PROVIDE 3 4/O ALIMgM (AL) N Y• DIA SCHEDULE 80 PVC CONDUIT ULES& &ENTICE U PROVIDED BY THE ELECTRIC COMPANY. 000 RONATE WTN THE ELECTRIC COMPANY PRIOR TO BID. I I oL I I I I a I I I I L I LED LIGHTING @ DOUBLE LAV. BATH h PROVOE DSIAS 04 TRW • F& CU N 2' CONDUIT OR 3 VAS A., TW W . w Cu N 2• CONDUIT OR 2/0 AL SEA (OONpNT TO TERMINATE ABOVE SOTIT • OVEP04ANCU COM INATION SERVICE DISCONNECT SUITC44 AND BO AMP DOR40 VOLT M ELECTRIC METER N I PHASE NEMA SIR eNCLCNENCLOSUREMLO PANEL BOAAP SE &!1lVI4 CARVE TELEVISION MORAN= adup"I E EfiIIPHNM &SRVICE EOlTIM@IT ElTRAfCE NTERSYSTEM DONDING TERMNAL AT LOW VOLTAGE CONNECTIONS I V O) SERVICE GRIMM 02MICTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FSCAR TTH EQ1TJ@l.(71E7Ed S/S" DIA X & PT LONG COPPER CLAD GROUND ROD 1441 Ni RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA#: 0003325 J d€ m c BUBDM at LOT ABBOTT PARK LOT #18 BLK #11 PROJECTOR 04181.000-18111 MODEIs 4EBB "1828—CALIT" GARAGE 9WnCG: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C Dnurr 'I ATE. 09/21/21 INCA=: 1/4"=1'-0" BFIEET E1 ■ PLUMBING PLAN SCALE: 1/4 • P-V 1/2' WASHER KITCHEN SINK W/ 2' VTR AUTO VENT 2, I/2� I IRr� I I I/2211 I/2'� LAV I) . ! PLUMBING RISER DIAGRAM TO 1 N. RONALD RFAGAN SL LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA#: 0003325 N 4 'F IL 2 k H W X. O I ABBOTT PARK LOT #18 BLK #11 PROJE" 04181.000-18111 MODELc 4EBB "1828-CALI" GARAGE SWrNG: LEFT PAGE: PLUMBING PLAN V.160 MPH EXP. C 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 FAB A MASTIC. AND INSTALLED AS PER PBC 1TH 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 CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER PBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO PBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS 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. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC 1010 - EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB p REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER - FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION -1012.4 HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT (M PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONIDDEINSER SIMPSON WB ROLL STRAP W/ (2)-3/I60X2' TAPCONS OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 'SXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN, FLOOR COUNTERSUNK BRONZE FL. PL. � OR WALL CA. PLUG BRASS PLUG -'�--FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED //-- WADE 8240-K JOSAM 86000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN) FIN. GRADE OR PAVING SEE SPEC. 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYP ) ■ MECHANICAL PLAN SCALE: 1/4 • 1'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. SQ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FA)L 407-7744078 www.abdosigngmup.com AA #: 0003325 J B a StMDIV. Ae 1LOTil ABBOTT PARK LOT #18 BLK #11 PROJECT# 04181.000-18111 MODExi 4EBB "1828—CALI" GARAGE sTrMG: LEFT PAGE: MECHANICAL PLAN %160 MPH E C 2X4 TOP PLATE 9 8, TOP PLAN I/2• DRYWALL CHANNEL (25 PRE-FAB TRUSS GA.) CCIORR MRAD IR' THICK 2 COAT v CPU am 1/J' CLG. BOARD— •'i'B ^T iTRlCTUtAJ. PCI! 1/2' DRYWALL Glow L AFTLIID KiI.S.wr7lNT DIZ.. lCTL7 TO 3 5/8' OR 5 3/8' METAL STUDS ATTt C440 TO FILL NOTE: STUDS IN 24' O.C. 20 GA METAL To BE CILL AS FVR PARTITIONS SUPPORTING INSTALLED IN WALLS PF"WAL Rm1/2' DRYWALL WALL HUNG PLUMBING RECEIVNO UPPER/ LOWETOOR , OR 5 CA"iHowul iaALwT 4 CABINETS AND TUB/SHOWER BOTTOM wACfaR RCDFIXTURES AND WALL GA METAL TO BE INSTALLEEL (25 UTATHKIs iTRIF'CABINETS SHALL BE NOT N ALL OTHER WALLS. STUSECURED L1♦ �� feA7L LESS THAN 2x4, WHERE TO BE SPACED I6' O.C. AT 2ONC Y FYC RJRM FOR aw LN TRACK 6RACKffT6 DOOR D (BY FLOOR WALLS ADJACENT Oy 2x4 WOOD SPADED NOT MORE STAIR WELLS AND BATHROOFLOOR o 9/a' W 6Mw-ND. FAiTWD TO SECURE BT. STUDS i24' THAN 16' O.G. OR, NOT WALLS W/ TILE FINID FLOOR -��WOM RAN WCCO JAMP FIR PLATE TO SLAB Iw I0d MASONRY OC• LESS THAN 2x6, WHERE WOOp AFr4WV,,L RIu2, YaRr -ALNAIL i 32' O.C. SPACED NOT MORE WOOD BASEBOARDW wr MILK r wr otHl!Rs FAKWD TOTRACK DRADQMAX THAN 24' O.G. w, mop=RD01IAPPROVAL RM SLAID H FLOOR FIN. FLR 1—STORY TYP. INT. WALL 2B GAS DINE THRU BLOCK s���GARAGE DOOR JAMBS AC.1Liw•.r-r D1 SCALE: I I/2'•I'-0' ��TYP. INT. WALL (NON—BRG.) _1A METAL STUDS (NON—BRG.) D1 SCALE: 3/4*-I'-0' D1 SCALE= 3/4'•I'-V WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS J/ MTL. DRIP EDGE J/ 2x FASCIA PER i -0 ELEVATIONS TYP' ON. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0• FIN. rmR v 4 5/8' GYPSUM BOA OR I/2' HIGH STRENGTH CLG. BOARD p!ER ELEVATION SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION --� WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS I REFERENCE STRUCTURAL Ix2 P.T. FURRING—� STRIPS • 24. O.G. 8' CMU / I/2, GYP. WL. BD.— WOOD BASE n W/ WINDOW OPENING VL FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR WWA. 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 J 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE -1-16 IN ACCORDANCE WITH FBGR 2020 -ITH EDITION, SECTION R301.13 AND 160S.5.1. r.-� TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (K)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'.I'-V' UNDERLAYMENT IN ACCORDANCE WITH FEICR W5.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 OFF 24. O.C. MAX. WITH UNDERLAYMENT WITH L040MAYMENT SECURE W/ (2) 12d NAILS AS PER POOR 90909.1.1. AS PER FBCR 5.1.1. i EA. END ROOF SHEATHING RTHICKNESS ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICESS AS PER THICKNESS AS PER PER STRUCTURAL DETAILS SHEET ON]. SHEET SSECURED PER FASTENER SCHEDULE SECURED PER FASTENER NER SCHEDULE STIFFBACK AT ALL UPRIGHT8 MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE 9 PRE-ENG WD. TRUSS 9' 2x FASCIA PER 2x FASCIA PER MAX Ax. ELEVATIONS o ELEVATIONS VENTED SOFFIT PER ELEVATION VENTED SOFFIT WALL SHEATHING CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS THICKNESS AS PER WALL SHEATHING SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE PRE -END. GABLE TRUSS 5/8' GYPSUM BOARD OR 1/2' ON SHEET SNI, WEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG, GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24. Or- 1/2' THICK, 2 COAT 1/2' GYP. WL. BD. PORTLAND CEMENT WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY IN FLR ° _ 0'-0' FIN. FLR 8' CMU m ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 a a 1TH EDITION, SECTION R301.13 AND 1609.5.1. A W/ WINDOW OPENING TYP. WALL SECTION NO OPENING NOTE: t5 I —STORY GABLE BLOCK WALL METHOD TBE USED FOR THE INSTALLATION OF ROOF 1 SCALE: 9/4'.I'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR WE7.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J MA@*@C o F fA UDDIV. ee LOTBBOTT PARK LOT #18 BLK #11 PROJECT* 04181.000-18111 MODEL 4EBB "1828—CALI" GARAGE SPIKING: LEFT PAGE: DETAILS 160 MPH EXP. C 2 pp.rNT 7' DATE. 09/21. 21 MICALE: 1/4"=1•-0" SHEET D1 B 2X6 P.T. • CENTER OP DOOR HEADER SECURED WV (1) VJ' X 6' J-DOLT W 4' MIN. EMBEDMENT WV 2' X 2' X V6' WASHER 4 NUT OR W/ (2) VY X 6' ANONOR BOLT6 W/ 2' X 2' X V6' WASHER 4 NUT R OJIE 2u4 TO Wx V R 1/4' TAPCONG I V7' EMBED. S' OL. 4' END D16T, 1 1/2• EDGE DIST. R SIONS 2X6 GARAGE DOOR SUCK SECURED W/ 151 1/2' X 6' J-BOLT OR ANCHOR WXT6, WV 4' MIN EMBEDMENT, W/ 2' X 2' X VW WASHER 4 NIT. (V WITWIN S' OF TOP, (1) WITHIN S' OF THE STM, m (3) EVENLY SPACED. IE O" 0 la O O NOTES ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WH -_m we H INSTRUCTIONS ARE MOM ATNINGENT GARAGE DOOR BUCK ATTACHMENT 8' Q'A1 I/1' DRYWALL 1'X4' P.T. DOOR DOOR Ix4 P.T. OR 5/4'X4' MIN. SECURE THM FRAME 4 EXTEND I-V4' INTO NAILER BLOCK W/ 3A6' TAPCONE CASING MIN SHANK 611E .14E MIN HEAD SIZE 300 jy MIN. EMBEDMENT I-V4' WITHIN S' OF EACH END JAMB OR WINDOW 4 W O C. MAX SPACNG ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3/4" OR +5/4" A mD011 TO BLOCK +3/4" OR +5/4" 2X4, = SECURE TO BLOCK W/ 3AW TAPCLN6 !MIN SHANK 612E J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4.1 WITHIN 6' OF EACH END 4 b' O.G MAX GPACIWa 2)(6, SECURE TO BLOCK WK2) 3/I6' TAPCON6 MIN SHANK SIRE 145 MIN. HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN 6' OF EACH END •' C1IJ 4 W O.C. MAX SPACING. W' DRYWALL 2X8, Im ❑ VX4' SECURE TO BLOCK P.T. NAILER MV 3/16' TAPCONS DOOR CASING MM. SHANK 6122E J�END MIN. READ 612E 3 MIN, EMBEDMENT 1 WITHIN 6. OF EACH4 IS'O.C. MAXDOOR S ACM- JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" ��DOA TO BLOCK +1 1/2" 2X4, _ SECURE TO BLOCK W/ 3A6' TAPCONS MIN SHANK SIZE J45 MR HEAD 61ZE -%W MIN EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 W Or— MAX SPACING. 2X6, m SECURE TO BLOCK WK2) 3AV TAPCONG MIN SHANK SIZE J45 MIN. HEAD 61ZE 300 MIN. EMBEDMENT 1 V49 WITHIN 6' OF EACH END 6' cm 4 b' O.C. MAX 6PACMG. V2' DRYWALL 7X8, ® ❑ 6EQSE 10 BLOCK I'X4' WK71 3M,' TAFCONB P.T. NAILER (MIN 614AK SIZE 145 1/16' OAJ L X 4' MIN MIN. HEAD SIZE 3" MM. EMBEDMENT 1 1/4') DOOR CASING WITHIN 6' OF EACH END 4 16' O.G. MAX 6PACRNG. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES FACTURES DETAILS. NOTE, SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/18" C 1fIND011 TO BLOCK +1 15 18" 2X4, = SECURE TO BLOCK W/ 3AW TAPCON6 (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MIN EMBEDMENT 11/4.1 WITHIN 6' OF EACH END 4 I6' OG. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-6TRUGTURAL. WK2) 3/16' TAPCONG 3/I6' TAPCON MR 1-114' (MIN SWANK SZE.Mb EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MIN. EMBEDMENT 1 V49 UTNM 6' OF EACH END 6' CM 4 I6' O.C. MAX 6PACRKx V2' DRYWALL 7X6,SECURE TO BLOCKWV(7) 3/16' TAPCON6P.T. NAILER 45DOOR HEAD 0 (MIN SHANF-4 CASINGMR 1'MR EMBE1/4')WITHINS' OEND 4 b'O C MSPACING.DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURE6 DETAILS. NOTE, SHIM A6 NEEDED TO PLUME JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" y 1►IND011 TO HLOCK +2 1 /4" 2X4, ON SECURE TO BLOCK W/3/16' TAPCONG (1'MK SHAK SIZE J45 MIR HEAD SIZE 300 MR VIONOFRNT 1 1/49 WITHIN S• OP EACH END 4 b' Or— MAX SPACING. 2X6, SECURE TO BLOCK W1(2) 3A6' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD 61ZE 300 MIN. EMBEDMENT 1 1/49 UKTNM S' OF EACH END 6' cm 4 Is, or_ MAX SPACING. V2' DRYWALL 2X8, Im SECURE TO BLOCK I'X4' WV(2) 3M' TAP'C4" P.T. NAILER (MIN. 6HIANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 11/4•) WITHIN S' OF EACH END 4 b' O.C. MAX S"AC DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 6141M A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" 2X4, INS SECURE TO BLOCK W/ 3A6' TAPCOND (MIN. SHANK SIZE .145 MIN. HEAD 61ZE 300 MIN EMBEDMENT 1 114.) UNTHIN VOF EACH END 4 b' O.C. MAX 61PACMG NOTE, STRUCTURAL 2X MUST BE 2X6, m ON OUTSIDE 4 SECURED SECURE TO BLOCK THRO" NON-STI®JCTURAL WN2) 3K' TAPC.ONb 3/16' TAPCON MK 1-1/4' (MR SWANK 61ZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MR EMBEDMENT 1 V4') WITHIN d OP EACH END 6. CJ'Il 4 W Or— MAX SPACING. 14' DRYWALL 2X6, ® ' I I'X4' SECURE TO BLOM L�J P.T. NAILER WK2) 3A6' TAPCOM DOOR CASING (MIN. SHANK SIZE .14b MIN. HEAD 617E 300 MIN EMBEDMENT I V4') 2ND 2X SECURE TO STRUCTURAL WITNM S' OP EACH END MEMBER WN2JI2d WITHIN 6' 4 b' O.C. MAX OF EACH END 4 6' TO 6' O.C. MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, 6WM AS NEEDED TO PLUMB MANUFACTURES DETAILS, JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3" �,1W(xnnw •rn aTnrx +a" 2X4, ON SECURE TO BLOCK W/ V4' TAPCONS MIN. GNAW SIZE J45 MIN. HEAD 612E 3" MIN EMBEDMENT I V49 WITHIN VOF EACH END 4 b' O.C. MAX 6PACMI-s. 2X6, m SECURE TO BLOCK 10/(2) I/4' TAPCONG (MIN. SHAW SIZE .10 MIN. HEAD SIZE 3" MIN EMBEDMENT I V4') WITHIN 6' OF EACH END 4 b' O.C. MAX 61PACING. 2X8 SECURE TO BLOCK WK2) 1/4' TAPCONG (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT V49 WITHIN d OF EACH END 416, Of MAX OPACING. S' cm ❑ 1/2' DRYWALL 1"14' P.T. NAILER 1A6' 021k X 4' MIN. r- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUREB DETAILS. NOTE, 6HM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3 7/18" 1►INDOIf TO BLOC +9 7/18" 7X4, _ SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK 61ZE J45 MR HEAD SIZE 3" MIR EMBEDMENT 1 V49 WITHIN S' OF EACH END 4 b' Oa MAX SPACING. 2X6, m SECURE TO BLOCK W10) V4' TAPCONS (MM. SHANK SIZE .W6 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 UT14IN 6' OP EACH END 4 b' O.C. MAX 6PACING 2XS, OW 6ECXE TO BLOCK WK2) I/4' TAPCONS MIN 6HAHK SIZE J45 MIN. HEAD SIZE 30O MIN EMBEDMENT i V49 WITHIN S• OF EACH END 4 b' O.C. MAX 6PACMG. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SEOSED THROUGH NON-STRUCTURAL 3/16• TAPCON MIN. I-V4' EMBEDMENT INTO BLOCK L�1 6' C U In' DRYWALL El 1'X4' P.T. NAILER V P.T. X 4' MR DOOR CASING DOOR JAB OR WINDOW ATTACH TO 2X PER MANIFACTURE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 3/4" n WINDOW TO BLOCK +3 3/4" Sip 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 A 13 6 M i mi L I SLJHDLV to LOT ABBOTT PARK LOT #18 BLK #11 PROJECT# 04181.000-18111 MODEia 4EBB "1828-CALI" GARAGE 90WZNG: LEFT PAGE: DETAILS 160 MPH EXP. C N'll V �, WN0 93%23 J DPINT ATE: 09/21/21 BCALS: 1 /4"=1'-0" SEMMT D2 SE PRODUCT APPROVAL LISTING A SHINGLE (STANDARD) FL # MANUFACTURER CATEGORY DESCRIPTION VER�ON EXPIRATION DATE 31473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCi. 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 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13672.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/$/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 20860,2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.1E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473,1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT.SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS &DOORS FIXED GLASS - 2020 FBCR 11/1$/2022 17676.30 MI WINDOWS &DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 35332.9 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 35353.4 MI WINDOWS &DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 SETS-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA•TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8"SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single Iite EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 DAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 DAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 DAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 LAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 DAMES 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 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7M EDITION) BUILDING CODE INFORMATION SYSTEM 0 WWW.FLORIDABUILDING.ORG CONTROL DATE:OS/16/2021 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgngroup.wm AA #: 0003326 0 g 8 avnD:v ae IAT: ABBOTT PARK LOT #18 BLK #il PROJECTp 04181.000-18111 1[ODEIe 4EBB "1828-CALI" GARAGE aT/I]NG: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH E C Dw 09/21/21 aIiEET D3 PREFORMED CONTROL JOINT FLANGE OF CONTROL JONT6 Td BE WIRED TIED TO LATH • S' O.O. MAX(VERTJ. NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT 6TAPLE6 WV SE��CONTRROL JOI BE USED TO TEMP. OMM INSTALLATION —� FASTENER& TO BE SPACED • 1' = MAX VERTICALLY 1 / ` \ faTHICK R3 COAT CEMENT \ UM LAYER -2, FORTIFIBER / BULDING PAPER APPROVED METAL LATH FASTENED .T' (VERTJ O.C. MAX AT SUPPORTS WLIB LAYER M, STUCCO IUP AI - WOOD SHEATHING LATH SHALL NOT — ...._ BE C VNTINIOU& e• To e• v To r TMROLOM CONTROL \ nu JOINTS BUT SMALL BE PE STOPD A CI TIED AT EACH 610E. — PROVIDE 2X4 BLOCKING PCR AS71M 01069 PLACED FLAT MAX 6' TO 6• FROM CONTROL JOINT WWEN L \ \ / CONTROL JOINT PALLS ON L FASTENERS FOR LATH TO BE NAILS OR i STRUCTURAL STUD STAPLES N COMPLIANCE tW ASTM CW&3 2. URE TES TO BE (NO. W 00416' WIRE / 3. BLOCKING SHOWN MAY BE N ADDITION \ TO WALL STUD6 REQUIRED PER PLAN II � All � RFII OM'• TYPE CONTROL JOINT OL FOLD NY41p - Pf. A ®"aO 14 O L---- PT. A 2. CRIAS.. PT.6 ♦ CIR11LAA.. PT. C 6642Lil raCOP _ ow w, avow, Extra Wn• 6 642ATNNO, MKWA C FASM 4' O4 OL FOLD ---A 2. W,ASE - Pr.6 FOLp Ar ® L FOLD NYY1D - PT.1 2. QIAM . P.T. 6 & CWNAN . PT. c A FOLD M. c OvM Pr. 6 TLL PT. C TOLIO M 60TroM PLANW OOROM PLA210! WT6l TIOMT MAL POLO. I74 am cur. COAT C 0-ONT RM6A 0' 2 COAT INSTALL FASTENERS (CLIPS; Nam, STRAPS. STAPLES) AS APPROVED BUILDING WRAP REQUIRED TO SECURE SMALL BE LAPPED A MNIMUM OF PIPE/ WIRE TO PRMiNG 6' . VERTICAL LAPS (ROLL ENDS) 4 6' - HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' STTUUCCCO�WRAr WITH FORTIBER SHEATHING TAPE � W® LATER 4, POWIPIBER BUILDING PAPER METAL LATH 6'x6' SELF-ADFERM MEMBRANE PLASWM OVER OW-AD24ERNG MEMBRANE R A04M OVER APPROVED LM .FETAL "I \ HOUSE WRAP. fX X X X I FLASHING TO EXTEND ONTO PIPE 4SL4. 6ELP-A M4EPR G MO'IBRAA! X X X — — R ASNNG OVER APPROVED 1L� . MOUSE WRAP. FLASMNG TO EXTEND ONTO PIPE IT METAL LATH WRB LAYER M, I is THICK 3 COAT CEMENT W CONT. BEAD OF SEALANT STUCCO WW I PLASTER INSTALLAPPROVED AIR METAL LATH BARRERNOWEURAP OYER / I Wm LAYER 9, PORTIFIBER 6HEATHM WPM LAYER �, PORTIFIBER \BUILDING BUILDING PAPER STUCCO/ PAPER UIRS LAYER at QV. FINISH (WE TYP WALL SECTION) STUCCO WRAP WOOD SHEATHING SECTION PER SECTION ToOdorYN 3o"an to F_hall or so Of p cement plaetar ft a -haul comply vial the comply C 92Son r-quiramenb AASTM C 92fi1%. MM LATN LAP. ♦• O Installation of exterior lathing arM framing ALL LAP shall comply Kith ASTM C 1063-19a, 2 6cALe, l I)2•.r. � aASTM 1787. ® KIC KO UT DETAIL BNWLDING PVV'ER ("t" OILY) UM LAYER 9, 6TUCC01LRAPO"" ow') LAP LATCRe OF EIM_oaaa Want' OVR NALM PLA42L STOP �� FIRM" OP cm EO@eYEJ..Sowom@ INS WALL PLA WM KIC°s MTL.COT FLA6/N0 rlllE ORAIU 1r KIC KA11V" AT L6017CM OF ROOF 4 WALL N,OSNGTIONS FASCIA aRM F OR40 �Tm"1� NOTE, SIDE LAPS OF METAL PLASTER BASES SMALL BE SECURED TO FRAMING MEMBER6. THEY 614ALL BE TIED WTH Vj 41S-N, (171-MM) WRE AT INTERVALS NOT MORE THAN S• On-MM). AS PER ASTM CIB63. FOR REPAIR OF' TEARS N IRIS LAYERS, TEARS MAY BE PATCHED WA40USE WRAP TAPE PER MAMP, SPEC. OR PEEL 4 STICK WOOD STUC SHEATHNG BUILDING PAPER 4'x4' SELF -ADHERING MEMBRANE PLASHING (COMPATIBLE W( HOUSE 4 WRAP MATERIAL) OVER P OR LESS PPE PENETRATION� CUT AND OVERLAP ONE SIDE OFF SELF -ADHERING FEMDRANE M.A614NNO STEP h Q 3)4 PIPE N.T.S. WOOD SHEATHING OR CMU WRE1 LAYER "I, STUCCO WRAP (FRAME ONLY) d' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER �/UTALL SCREED Z VXV 'L' TYPE CONTINUOUS F Z GALV. METAL FLASHING MAIL TO ROOF DECK, NOT WALL SHEATHING) r+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS Y"L" FLASHING N.T.S. ill N�� iir�ll�(: LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER BUILDING PAPER) METAL LATH STUCCO Was' SELF -ADHERING MEMBRANE PLA 44NG (COMPATIBLE sv NOUN WRAP MATERIAL) OVER 4'x4• SELF -ADHERING MEMBRANE ILA64NG OVER APPROVED HOUSE URN. FLASF4NG TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE PLASMING x—x—x—x WOOD OR 71/16ll ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-a4l-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774,6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 y�W F' C i a i SVBDIV. 41e LOT: 1111111 ABBOTT PARK LOT #18 BLK #11 PROJECT 04181.000-18111 MODEL; 4EBB "1828-CALI" GARAGE SKIING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C p t 2 DATEc 09/21/21 SCALE: 1/4`1'-0" WA1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEMENCE OF FLASHING TO BE: i` X. L BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. . X E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i yX JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF SACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, )4' CAULKING • JOINT ALL AROUND PER SECTION R 03.7 Exterior lathlne and Rl Wtering BACKER ROD Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926.18b, X: 1 Installation of exterior lathing and framing 1 shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LATER -1, STUCCO WRAP 1 " HOODED VENT i' T'HICK 3 GOAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIP15ER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) WOOD SHEATHING LAYER 1, STUCCO WRAP LAYER 4, FORTMISER BUILDING PAPER WDOD CON8TICTION `METAL LATH S' (rIU VINYL CASING BEAD 6' RAISED BAND 76• To x' M„Lnb� i�seo ereeen W WDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-641-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DODO —ES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION `ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ya' TO Ys' MID -WALL WEEP SCREED CIS' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING LAYER 01, STUCCO WRAP LAYER-2, FORTIFIBER BUILDING PAPER METAL LATH WOOD Y�RMISH * O= ' TEXTURED CONSTRUCTION FASTEN TO WOOD STRUCTURAL MEMBER • T O.G. MAX e• au %' TO & MID -WALL s� arw�n 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY '�B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRS LAYER h, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO WRB LAYER "I, SELF -ADHERING STUCCO WRAP MEMBRANE FLASHING L19 APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER h STEP #1 5TEF 02 APPROVED — HOUSEWRAP WRB LAYER N, BELOW STUCCO WRAP CUT SUCH THAT 9 APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE TV FELT MEMBRANE FLASHING ENTERS BOX, _ OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWR,4P WRB LAYER 42, F-ORTIF15ER BUILDING PAPER STEP #3 STEP #4 APPLY E-Z BEAD OVER 6C MIN GRADE '0' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) '1ETAL LATH JEV STEP 05 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6076 FAX: 407.774.4078 www.abdesigngroup.com AA N: 0003325 J 04 Q '� A � e Li IP oxmDrBBOTT PARK LOT #18 BILK #11 ROJECT* 04181.000-18111 MODE=o 4EBB "1828—CALI" GARAGE SVMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. tj DPANT -1 ATE: 09/21/21 19CAZ.E: 1/4"=1'-0" SIMET Vd A2 EXT PRAMEID WOOD SHEATHING • WOODL WRB LAYER M, SUS -FLOOR DECKNG STUCCO WRAP WOOD WR5 LAYER 02, FORTIFIBER PRE-ENG'D TRU86 CONSTRUCTION BUILDING PAPER 'lY HAT CHANNEL i' THICK, 3 COAT CEMENTRD�Ntl61t�lR MM U/4K' TYPE 'X' DRYWALL PLASTER WEATHER IM616TIVE _ 6' BAR • TOP OF WEEP SCREED BARtlER -2 TO 81NEATHING BEHIND WEEP SCREED i' 3 COAT ceMENr-� RIES IN _ WOOD SHEATHING PLASTER `� 4• POSITIVE DRAIN METAL LATH � WEEP SCREED U1000 SHEATHING ^— WRB LAYER R, STUCCO WRAP 1 — i i' THICK, 3 COAT CEMENT �� Y4 GAP FOR BACKER PLASTER \` EXTERIOR GRADE ROD 4 SEALANT AM66-WFWC-1W Q18T(�M'7 GAS( - 1 • 6' SELF-ADHEREING DRY WALL 1 FLASHNG WRAPPED 1 `��� • TOP OF WEEP SCREED a• POSITIVE DRAM 1K, ' THIC3 COAT CEMENT VINYL CASING BEAD — TO SHEATHING BELOW ao a'-rrn VINYL CONBEAD Is �. \ WATER PROOFING let— WRB LAYER 9, NO GAP N FIELD VNYL CASINd, BEAD LAYER (2 LAYER PEEL STUCCO WRAP (SHOUN FOR CLARIFICATION OF 4 STICK) I �,•. �. 1 SEPARATE ACCESSORIES ONLY) ' •Ui'� i ' WRB LAYER 4, FORTIFIBER i { BUILDING PAPER I 6' SELF-ADHEREING lm�E WRB LAYER M, / FLASHING WRAPPED STUCCO WRAP -a J •CORNER OF CANTILEVER AMICO AM66-WiUC-16m ` 1 1/" ` 4'POSITIVE DRAM O CANTILEVER DRIP CUSTOM CASING HEAD 2 nano ar-s -------- -- - -- EDGE NO GAP N FIELD (SHOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD r DTL.0 CANT. BGALE 1 1/2'•1'-o- NOTE: METAL LATH: LATH TO 5E PER SECTION R7031.1 / ASTM C-641-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD L 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION RESISTIVE 1 RESISTIVE 2 I' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER R CLARIFICATION OF ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER '7 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @bRIP EDGE INSTALLATION _ [ FINISH LAYER (2 LAYER 3' X 3' 26 GA GAL V. METAL DRIP EDGE PEEL 4 STICK) SET IN FULL BED OF W PEEL 4 SEALANT. K' MN. STICK • DRP SPADE PIROPT DRIP EDGE TO FACE TO TREX DECK Y4 GAP FOR BACKER I Aw %, P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS --- VINYL d&AD WATER PROOFING Mt I WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 �; BARRIER -1 STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO BARRIER -2 CANTILEVER 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE EXTEND OVER DRIP 8U6 FLOOR D ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE - -- SET IN FULL BED OF 1 NXI 94 P.T. OR SIMULATE 8EALANTA' MIN WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS PACE TO TREX Y.' GAP FOR BACKE VINYL CASNG BEAD ROD 4 SEALANT WATER PROOFING 14t FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO NAT CHANNEL CANTILEVER THICK, S COAT CEMENT PLAS ETET METAL LAT14 5/6' TYPE 'X' DRYWALL WOOD 6NEATHING U ITXTURED 4 PAINTED WEATHER RESISTIVE FINISH BARRIER M (LEATHER RESISTIVE J' THICK, 3 COAT CEMENT BARRIER 4 PLASTER _ yINYL CORNER BEAD W POSITIVE DRAIN WEEP SCREED VINYL CA61NG DEAD NO GAP IN FIELD (SWOLN FOR CLAR ICATICN OF SEPARATE ACCESSORIES, ONLY) BALCONY DRIP 11 EDGE INSTALLATION 7LUMN SHEATHING SAT14ER RESISTIVE ARRIER " FATHER RESISTIVE ARRIER rl S.AF. \ -EEL 4 STICK I )Vx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I )i' X 3' 26 GA GAL V. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)j' MIN. SPACE FROM DRIP FACE TO TREX _ /- \PEEL 4 STICK B / I K'XI )S' P.T. OR SIMULd WOOD (TREX) FILLER CONTINUOUS Y4 GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED 9W 3/4 RESILIENT HAT CHANNEL 5/0' TYPE 'X' DRYWALL W/TEXTURED 4 PANTED FINISH i' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 02 EXTERIOEXTERIORCDLUM COLUMN SHEATHING LE G E N D 6' SAF. '1 )6'x3• 'L' FLASHING DRAINAGE PLANE (U)R5 ,FULLY EMBEDDED IN ROOF CEMENT LAYER #I, STUCCO WRAP) I Y' X 3' 26 GA. GALV. RI METAL DP EDGE WR5 LAYER "2 (FORTIFIBER - - - SET N FULL BED OF - - SEALANT,Y)' MIN. 5UILDING PAPER) SPACE FROM DRIP EX YLL BEAD ANNYTCASTR METAL LATH x—x—x—x WATER PROOFING lot LAYER PEEL 4 2YER(WRAPPED L-' STICK) FROM STUCCO BALCONY DECK TO CANTILEVER U100D OR �/16' ZIP IUALL i' THICK, 3 GOAT CEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLASHING 4' POSITIVE DRAIN ueo or�eeen VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL C�I��� SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (W/"L" FLASHING) SCALE NT8 WOOD SHEATHING 2x FRAMING MEMBER i' THICK 3 COAT CEMENT PLASTER 2 1/2' GCONEe BEAn FASTENED TO SHEATHING a:.::.,.':us ; • T' O.C. MAX. WRB LAYER -1, STUCCO WRAP WOOD SHEATHING METAL LATH UM LAYER •2, FORTIFIBER BUILDING PAPER ( � n 1CORNER BEAD ® FRAME 1TA �k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING 6 '1' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD (6) BLOCK WRB LAYER M, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER--,,, METAL LATH i' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING -- FLASHING WINDOW FLANGE WRB LAY BUILDING METAL LATH J' THICK, 3 COAT CET PLASTER —� &'SELF -ADHERING FLASHING SHEATHING WR5 LAYER 01, 1 STUCCO WRAP WR5 LAYER 02, FORTIF15ER BUILDING PAPER ' METAL LATH J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) DRIP CAP \` WINDOW FLANGE 1`JB CASING BEAD ® WINDOW ( FRAME, NO BAND) CEP 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J h F PARK #18 #11 # 04181.000-18111 MODEU 4EBB "1828-CALI" GARAGE 31rMG: LEFT PAGE: WALL ASSEMBLY DETAILS V.160 MPH EXP. C 20 %, NO93723 �) Dw 09/21/21 SCRIM: 1/4"=1'-0" aIiEET WA3 F PARK #18 #11 # 04181.000-18111 MODEU 4EBB "1828-CALI" GARAGE 31rMG: LEFT PAGE: WALL ASSEMBLY DETAILS V.160 MPH EXP. C 20 %, NO93723 �) Dw 09/21/21 SCRIM: 1/4"=1'-0" aIiEET WA3 WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH l i' THICK 3 COAT CEMENT PLASTER b'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE Q� WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 62, FORTIFIBER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT vIEw FOR PLASTER CLARITY) WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PARR METAL LATH \ I d' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING WINDOW FLANGE CASING BEAD C� WINDOW 15C (FRAME, W/BAND) METAL LATH WRI5 01, STUCCLOYER WRAP , WOOD SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER i I WRB LAYER 01, d' THICK 3 COAT CEMENT STUCCO WRAP PLASTER WRB LAYER 02, FORTIF15ER VINYL ANGLED i BUILDING PAPER CASING BEAD VINYL CASING BEAD i METAL LATH 11 8' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD (D RAISED 1'7A BAND (FRAME) )i GAP TYP CASING BEAD IX TRIM MEMBER TO TRIM s STUCCO TO SIDING TRANSITION SIDING WRB LAYER h, STUCCO WRAP i' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 7, STUCCO UIRAP `— CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO i 8 CASING BEAD (CROSS SECTION) CE�YONCONIC—� STIiTION WOOD SHEATHING —� WEATHHEERR RESISTIVE MARRIWEATHER RESISTIVE —� BARRIER 9 I� x T Yi LAP SIDMG� 11[%6• REVEAL w.ING —� STARTER STRIP AA DER RESISTIVE WEATHER RESISTIVE BARRIER 7 GALV'D METAL 'Z' FLASHING If / \ q7E / OA30D MLIL ER \ ` GAP WCCAULKNG OR APPROVED SEALANT ..GACmE� SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBW. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTIIICTICN BEYOND WOOD SHEATHING WEATHER RESI6TIve—� BARRIER M LEATHER 7 616TIVE —� BARRIER 9 �x'I Y.' LAP 61DW+G� FLA6HWVi EGALING HER—� 6TARIER STRRIP aALYD METAL Z•FLASHMG R� FI FM � BARRIER WEATHER BARRIER ADHERING FLASSHN / WEARIER REGIGTIVE R 9 TO LAP 6' MK ABOVETOP OF W FLASHING I a I �BISi1vE DMAARRImpt WEATNCERM RESISTIVE \� GALVT�METAL Z' FLASHING ui3o 141 !!rllLke R i,' SELF -ADHERING FLA6ING AIEAL OAP OAPPROVED 89ALAN R T WEATHER RESISTIVE BAIOtlER , w%* FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO \—WlATHERRE6I6TIVE ® FRAME TO FRAME BARRIER 19 TRANSITION 1 a7 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/I6' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH / a WINDOW FRAME �( — ,_..... WRB LAYER "2, FORTIFIBER /— FF_ BUILDING PAPER E-Z BEAD VINYL CASING (Wl%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 1 6' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY Ya' GAP TYP THICK 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WINDOW FRAME WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL t STICK OVER FLANGE WINDOW FLANGE 2X FRAMING E-Z BEAD VINYL CASING (Wl%* FLEXIBLE PVC BACKER ROD(`) MEMBER APPLY FULL BED OF SEALANT BETWEEN J FLANGE t BUILDING WRAP BUILDING WRAP , EZ BEAD WINDOW CASING 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com ` AA #: 0003325 J c st7BDIV. ae LOT ABBOTT PARK LOT #18 BLK #11 PROJECT# 04181.000-18111 MODEL: 4EBB "1828—CALI" GARAGE sQING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH E . C DATTE: 09/21 21 SCALE: 1/4"=1'-0" sHEET WA4 CARD BE TAKEN IN KEEPING TfE VENTI—ERLY AND 1I SHOWN IN A' GALVANIZED ALIGNED, VENT PIPE IS SEALED IF UTIL6E1. NNL IN PLACE USING I-TH' NAILS AT EACH CORNER. ROOFING CEMENT SHOULD BE APPLIED TO ALL SHINGUF EDGES NEAR THE IMMEA CUT OUT E ENECK VENT OPENING IN THE ROOF OUTER EWE AND AROUND THE ENTIRE PERIMETER M RECOA6TENDEDINSEVEREWEATHEROOASTAL SHEATHING.SGE THE OPENING IN ACCORDANCE MATH THE CCNSTRUCTON ZONE3. CHART SHOWN. IN THE EVENT A MECHANICAL VENTFM IS USED. SIZE THE VENT OPENING IN ACCORDANCE MATH VENT FAN MANUFACTURE'S PIPING CONNECTION Im UCTIom. DO NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTTING THE OPEMND IN THE ROOF. RE VE INTERFERI NO SHINGLE NAILS MOUND THE PERIMETER OF THE OPENING SO THAT THE NAIUND FLANGE OF THE VENT LAYS FLAT TO TIE ROOF SHEATHING. SLICE THE TOP AND SIDEFUNGE9 OF THE VENTIR AND UNOER SHINGLES. OIA VENT FUANOES TO UY ON THE SHI DLE3. THE rOP OF THE SHINfYE3. ROOF HOOD VENT DETAIL el PIPE AND OVER RANUE TEMPORARILY OLD-IP'/SECURE OUOEYRAP (OR CUT HOUSE~ACO RAP UNOER) AT Y' ANSLE L HEAD I. MODNCD 'I' WTM HOIENASAPALIGN FLAS14m BV NT. Now GP SILL RO. LORI NINSFOLD AOMSS=.N qT JAI•D6 SILL MECHANICALLY FA6TSN FINNED EOGES (GAP NAILS. STAFLlS)DAM S EATHM OYM IUD STUD SIAAASLOPE BILL RO. TO EXTERIOR INSTALL OUPONT FLE)SRAP AS TH R.AMNS AT THE STEP 1 STEP 2 NAILING FLNISL JAM" EXTRIO HM MIN I' BELOWSILL AS \J/\ FLEXIBLE KA61414 DO NOT SEAL BOTTOM -� FIN STEP 6 STEP 7 FOLD HOUSE~ DOW . TAPE DIAGONAL CUT ACROSS HEAD o wNcm PLUMBING VENT DETAILS SCALE,NTS INSTALL S' WIDE APHISONE - BAOIED M DGBLE FLASHING MATERIAL OVER DRIP' CAP JOINT (PROTECTOA~ 074S)LL of ECL#Y) STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 9 OVER JOINT SBF OR HEAVIER FELT UNOERIA ENT ASPHALT ROOFING CEMENT NO FMTNEM VATIiN e' OF CENTERLINE i i-EFASTNERSIN / ENN D OF SHINGLE �NDEfA DINGLE AT LEMT I ' B 2EYOND VALLEY CENTERUNE 1' CLIPPED OFF CORNI]IIATIDEOREES 4MINDLES TRIMMED T BACK FROM VALLEY CENTERUNE ROOF VALLEY DETAIL SCALE, APPLY 0&I HWUJ (O EGJAL) SEALANT e nor) APPLIED RABiN6 (LANCO 00TE-SEAL 16C-SE OR EOUALA SLOPE SILL TO EM L IT 16 THE CONTACTOR& RESPONSIBILTY TO VlRPY THE COMPATIBILITY OF ALL PRODUCT6 IH=DNS HQISEUIRAP. SEALANTS A 6ELF-ADNlNN6 R4600I2 MATERIALS USED DURING C4"Tf%=TION. 2. RBTALL ALL MATERIALS PER MANUFACTIMBRS =TTEN SPECPICATION& WSBNN CI, SEALANTS MAY REACT ADVERSELY F NOT COMPATIBLE. LEAN AND SEAL JAMB TO BILL JOINTS WITH DOW 11M FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WN0046 WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OP WINDOW WITH SEALANT 'L IT 16 THE CONTACTORS RESPONSMILTY TO VERIFY TINS COMPATIBILITY OF ALL PRODUCM NCLUDNS SEALANTS 4 &Eli-ADIE106 RA6HN6 MATERIALS USED OURNS CON6T1111ICTICK 2. FLASIHNS AT EXTERIOR U0I0000 AND DOOR OIRWN66 SHALL BE INSTALLED N ACCORDANCE WITH MANFACTURERS INSTALLATION NSTRUCn" AND APPROVED METHOD U OR I = RTSSA LI IN ACCORDANCE WITH FENESTRATION MARIPACTURERb INSTALLATION AND PLA64NO INSTRUCTIONS. WISENtM SEALANTS MAY REACT ADVERSELY P NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 Nww.a bdeslgngroup;com AA #: 0003326 (i h a f9 1p jx �wy IS Y 9U]3DM de LOT: ABBOTT PARK LOT #18 BLK #11 PROJECT# 04181.000-18111 MODELA 4EBB "1828-CALL" GARAGE 9WING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. P11212 D, DRTS A09/21/21 SCALE: 1/4"=1'-0" WA5 I / —2x(o SUB-BANt) W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA UAQAP I\ .01 I\ I\ . \\ 2X6 SUB BAND I \ \ DRIP EDGE 8. a ',✓ 7/8' TEXTURED FINISH m WOOD I/S" I/2' TEXTURED FINISH a CMU V METAL FASCIA \ WRAP Ye, FROM \\ ©FLAN B STUCCO I' FROM \ \ a Al WOOD WALL \ EXTERIOR WALL �o (FRAME OR CMU) \ \ a \\\ \\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ®ELEVATION ©PLAN A ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) 1/8' TEXTURED FINISH • WOOD 1/2' TEXTURED FINISH • CMU METAL LATH WOOD SFIEATHING OR cm WRO LAYER "I, STUCCO WRAP(FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFMG CEMENT DRIP EDGE METAL KICK OUT "116' TEXTURED FINISH / WOOD, 1/2' TEXTURED / FINISH m CMU -2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL s STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/V5'x4' NOTCH is END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL (& WALL SUB BAND DETAIL ® WALL W f KIC K—OUT 1ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1¢'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY OR CMU KICK -OUT FLASHING LT 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/Vx4' NOTCH A END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774E078 FAX: 407-7744078 www.abdesigngroupcom L AA #: 0003325 J Z t�1 u6�i et 56 SVHDLV. de LoTil ABBOTT PARK LOT #18 BLK #11 PROJECT# 04181.000-18111 MODEL& 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXF. C loo 22 %_\ A NO 93723 04 Dw� 09/21/21 SCALE: 1/4"=l'-0" SIMET Vd H6 MMy 3A'1i" 28'-8" 3'-4" 15'_10" 9,$" 9'_8" ,_4„ 36- 2T' TOP OF `_Q SLAB °f io — 1 — — — — FM-IFX12 FM-12X18 — 1A 4 4" CONIC. SLAB N �\ F-24X24J a� 0w g \ 1 �_0�• +_3 1 /2" \` r 10'-0" I \`� 10 1.1 \ EXTEND FM-12X18 /-4„ PVC SLAB 1 1/2" 1�1 . / CHASE 1A I I I I \\\ N TOP OF I SLAB IN Ii I \ \ \ \ d to 1 _ I I I. I *5 1/2" 1 T a•' 17'_8" 2•-8" 3 0 5 1 ,., 1 Im 1 IN 1� I W a I N ILL I I. EXTEND 1 2 1A SLAB 1 1/2" 1.1 --- _ 1.1 1.1 0!2 FM-12XIB IW 4"CONC — SIM. g N �' law SWAB I 1 I 5111 3._5„ 1/2' 1 2 IN d 3 1/2" i 11 7 1/2" 1A 2 - "'FMC-12XI8 FM-12X18 FMC-12X18 4 L 1.1 1.1 FM-12XIB 0 1.1 J I\w 1.1 2'-8" 16-0" 2'-8" T-10" 10'-2" 4'-4" 21'1" 39'-8" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-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.OINDICATES #5 BAR, OINDICATES #6 BAR,WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", 06 =361, AND REINFORCING SHALL BE CONTINUOUS. 13, RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/802.16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SE PLAN 10' - s (+)0...., FM-12x12 12' CONTINUOUS 12, - (2) #5's FM-12x18 12, CONTINUOUS le, - (2)#5's FMC-12x18 12" CONTINUOUS 18• - (2)#5's VARIES F-24x24 24" 24" 12' (2) #5's (2) 05's O0"-0" FOUNDATION PLAN SCALE: 114" = T-0" SE -1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7745078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 04 0 F 13 t atmDrv. & LOT ABBOTT PARK LOT #18 BLK #11 PROJECT# 04181.000-18111 MODET. 4EBB "1828-CALI" GARAGE 9Wn4G: LEFT PAGE: FOUNDATION PLAN 160 MPH EIP. C L: x.� 'ditx.� '<f-1 IDA 09/21/21 aCAL C: 1/4"=1'-O" a*MET s1 MIN, EACH WAY MONOLITHIC FOOTING tt IV STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND _ CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS S SPACING REQUIREMENTS c •� GARAGE DOOR r° RECESS $ w a > FM � �KI gw 8"CMU WALL � 8" CMU WALL � ° � CORNER BARS, SAME SIZE AS LARGER BAR w � B' - d-0" > °I IN FOUNDATION WITH 30" LEG EACH $ nLAB WAV AT ALL CHANGES IN DIRECTIONSTOP TOP OF SLAB OF SLAB ..° SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS CURB FOR SEE SLAB SCHEDULE BAR SIZE 48 BAR DIAL EXT. PORCH SLAB 4" CHAMFER (1STORY) ° #3 18" -VARIES SEE SLAB SCHEDULE TOP OF GARAGE ' ` EXT. PORCH SLAB I . e, ILL CONTINUOUS STEEL MONOLITHIC - ° FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET �:p° AT ELEV: W/ 1/2" ISOLATION 6"CHAMFER (2-STORY) JOINT (WHERE #q 2q" 4" CHAMFER (I -STORY) W/ 12"ISOLATION 6" CHAMFER (2STORY) APPLICABLE) i SEE SCHEDULE #5 3d' JOINT (WHERE #`�—�# APPLICABLE a. SEE SCHEDULE ) � WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING g FOR MO, BAR SIZE AND BAR QUANTTY #6 36' FOR MID BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST >r AND BAR QUANTTY NUMBER OF BARS (IS. 2 TO 3, PROVIDE 2 BARS), UNO #7 47' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=V-0" CORNER BARS DETAIL DOOR OPENING GARAGE SCALE: 3/4"=l'-0" (1)#5 REBAR VERTICALLY W/ CONIC, POURED CELL n 4B 8" CMU LAP TOP PLATE A MIN. OF 48" AND NAIL W/ COMMON 5 #4 REBAR 024" O.C. (9 CENTER OF S, VERIFY HEIGHT # SLAB LAP TO OCCUR OVER STD OF WALL W! PLAN 0 Ng 3. 2x4 OR Z16 WOOD BEARING PROVIDE BLOCKING "a i5' I WALL W/ SYP i• r ° I 2.. CAPPED O NEW REINF. BAR o No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ GALVANIZED PIPE > y SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE lr2W" WEDGE ANCHOR W/ 2" - W/FLANGE 0 BASE a gg I EPDXY. MIN. EMBED 7 TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH • 8", UNO PLATE EPDXY 5-1l2" EMBED. MIN. 0 16" OC °, n § FOLLOW ALL MANF. 15 SIMPSON SPH4 OR PH6 MAX. SE - 4" CONC., REINF. W/ fr I I SPECIFICATIONS FOR € USEAND I BTM AND TOP PLATE M 4 6'k6" #10 WWM ON 6 -MIL POLY ETHYLENE SECURE FLANGE TO Z 8 PREPARATION OF ANCHORS W/ 10d x 1 12" COMMON NAILS FILL ALL VAPOR BARRIER ON SLAB W/(4) 1W X 21/4" Q HOLE. HOLES, DO NOT USE 10d w • II 1"� WELL -COMPACTED TAPCONS w x T, SEE SLAB SCHEDULE CLEAN FILL TERMITE TREATMENT SHALL BE o } n •; BORA-CARE JI TOP OF SLAB ° (2) CONT. #4 REBAR 4"CHAMFER (1STORV) ' ., a f 6" CHAMFER (2STORY) Q (2) #5 REBAR ON CHAIRS 2,000 PSF VIRGIN SOIL OR 95% 12" MIN. INTO € COMPACTED SOIL EQ.. EQ. SEE SCHEDULE R EN VIRGIN OR ENGINEERED SOIL H Q FOR %MD, BAR SIZE O SLAB HEIGHT LESS THAN 3'-6" PER PLAN /� 5 BOLLARD ADDING BAR TO AND BAR QUANnTV EXTERIOR MONO DEEP SCALE: 3/4"=1'-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL 6 7 W/ BLOCK WALL SCALE'3/4"=1'd' SCALE:3/4"=l'-d' (W/ UPLIFT) 1A .FOOTING SCALE: LAP TOP PLATE A MIN, OF 49' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON VERIFY HEIGHT STEEL REINFORCING IN GROUTED 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD OF WALL PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS WALL W! SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING BTM. PLATE TO BE PT. 4- WALL W/ SYP No 2 STUDS SEE PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO PLANS FOR SPACING. SINGLE PLATE TO BE SECURE ST. PLATE TO $ a SLAB W/lOd MASONRY 6TM. PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL NAIL 12" O/C STAGGERED. ADDITIONAL 12" O/C STAGGERED. $ j METAL rr ADDITIONAL METAL �' CONNECTORS NOT CONNECTORS 8"CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. REQUIRED WHEN NO UPLIFT IS PRESENT, � POURED LINTEL CONT. (TYP.) B" CMU FILLED CELL (TYP.) +0'' � - TOP OF SLAB EE SLAB SCHEDULE I• 2X WALL FRAMING i` 0'1Y Is SEE SLAB SCHEDULE SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" TOP OF SLAB - + O-0 A MINIMUM EMBEDMENT INTO TOP OF SLAB c^ 'ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ��. • CENTE ER WALL AND 16"O.C. VERTICALLY MAX ° D MONO POURED MONOLITHICALLY WITH FOUNDATION AND SLAB e .S ° to BEE SCHEDULE SEESCHEDULE FOR WxD, BAR SIZE EQ. EQ. LE OR WxD, BAR SIZE AND BARQUANTITYSIZETITY . AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 3 8INTERIOR CURB FOUNDATION WOOD WALL F� INTERIOR FOUNDATION WOOD WALL SCALE: 3/4"=1'd' (NO UPLIFT) ,� FOOTING AND COL. PAD 1V SCALE:34"=1'-d' �� BLOCK WALL CONNECTION 11 (NO UPLIFT) Ii N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 IS r�r !III it SUDDIV. & LOT ABBOTT PARK LOT #18 BLK #11 PROJECT# 04181.000-18111 MODEL: 4EBB "1828-CALYI GARAGE SWING: LEFT PAGE: DETAILS 160 H E rpRarrDATE: 09/21'/21 SCALE: 1/4"=1'-0" SHEET S1.1A 25'-10" 18'-10" 14'-8" 3'-0" LE i- 8'•2" "v cV 71 Q lM v m M N F- N 0 N M mm M O`v h 0 lV zo Y a M O 4 M N O_ O re 1' &Q 0 N Lj Ell � N 2'-4" L, T-8" DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774a078 FAX: 407.7744078 www.abdesigngroup.com L AA #: 0003325 1 7yGtG�+I w6 }yGp{�f }yQ��� C a a a BUHDIV. & LAT ABBOTT PARK LOT #18 BLK #11 PROJffiCTp 04181.000-18111 MODEU 4EBB "1828—CALI" GARAGE BWDM: LEFT PAGE: DOWEL PLAN 160 MPH EXP. I AA NO DATE: 09/21/ 11 SCALE: 1/4"=1'-0" aHEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM a al CLEAN OUT REQUIRED ' FOR INSPECTION FIN. FLR. A •a • TIE ERTICAL REBAR TO HORIZONTAL - REBAR W/10•'HOOK BAR SIZE 48 BAR DIA. #3 19" h #4 24•' #5 30" #6 36" #7 42' El HORIZONTAUVERTICAL REINFORCING 4 EXT. PORCH SLAB W/ 1f2" ISOLATION JOINT(WHERE APPLICABLE) 8" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED i g CELL SEE PLAN FOR SIZE AND iE SPACING REQUIREMENTS w b i 8" CMU WALL g SEE SLAB SCHEDULE CHAMFER (I -STORY ) �.--4* 8" CHAMFER (2-STORY) MATCH STEEL f REINFORCEMENT F PER SCHEDULE SEE SCHEDULE FOR VOID, BAR SIZE AND BAR QUANTITY BAR SIZE #3 48 BAR DIA 19, s M #4 24" PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" IJG REINFORCEMENT PER SCHEDULE #5 BARS ■ a FE-11 S CMU UNIT DIMENSIONS b ARE NOMINAL SIZES o*n / Q MASONRY SYMBOLS v SCALE: 3/4"=1'-0" i"I N' RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774 4078 www.abdesigngroup.com AA #: 0003325 J IL k C d Bcramv. & LOT ABBOTT PARK LOT #18 BLK #11 PROJECT# 04181.000-18111 MODEL& 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C vil F-ppATE: 09/21'/21 SCALE: 1/4"=1'-0" SEIEET s1. 2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 718" LONG, WITH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (rI) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#6 WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES BF16 MIN.1 T/OM/1B 17'-4" BTM. OF LINTEL @ T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" - V-0" SU 1 N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroupcom AA #: 0003325 W a 94 F BUDDIV a. LoT ABBOTT PARK LOT #18 BLK #11 PROJECT# 04181.000-18111 MODE1c 4EBB "1828—CALI" GARAGE !!KING: LEFT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH EXR. C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK -TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYR B'XB" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�t PLACE STEEL HEIGHT. ceo REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. 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'X16" b p`1� 5. 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 / TOP OF THE LINTEL. / n M�1a. p 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. � o / p,0°"�FBE`� 8x16 DEL BOND TOP OF $ dep BEAM W/ (1) #5 BAR BOND BEAM ,K�6M EACH COURSE • Bx8 BOND BEAM TOP OF W/ (1) BAR .,�. BONDBEAM • �oQEa\ F=FILLED W/ GROUT I �\p<� U =UNFILLED GROUT SOLID FROM OP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH #OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 5 ME(+ip 16-1 T/1 8x8 PRE -CAST CONCRETE e PEF NOMINAL�� LINTELW/(1)#SBAR(L2) MASONRY HEIGHT # OF #5'S, TOP LENGTH OF BAR =WIDTH OF IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE ORE"'NG-r BEAM DESIGNATION OR THAT XFXX -iT/i M/DB INDICATES A DOUBLE BONOBEAM #OF#5'S, BOTTOM Bx8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0" AND XFXX-1T/OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W O STEEL (L1) REFER A IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX-1T/i M/OB INDICATESA DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL of OPENING - AND XUXX - ITRIM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZEMIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT - 2x6(MIN 2 X 3)2-3116 TAPCON .3114' PRE -CAST 4 OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 19' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2X 3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1W MIN. 2.12d PER BLK. EA END EMBEDMENT SHEATHING TYPICAL MASONRY WINDOW CMU WAL MU WALL n SILL CONSTRUCTION ARCHWAY FRAMING DETAILS 5 r 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 rr BOND.BEAM CHANGE ` CHANGEIN ELEVATION OF BOND BEAM 1 N. RONALD REAGAN 01 LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 8V8DM do LOT ABBOTT PARK LOT #18 BLK #11 PROJECT# 04181.000-18111 MODEIr 4EBB "1828-CALI" GARAGE SITI MG: LEFT PAGE: DETAILS 160 MPH EXE C AA NO DATE: 09/21/21 sOALE: 1/4"=1'-0" DHEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD 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 CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8, LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WALL 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 0'4", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED WI A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = V-0" SEP 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.aLdesigngroup.00m AA M: 0003325 M aysary as LOT: ABBOTT PARK LOT #18 BLK #11 PROJECT# 04181.000-1811.1 MODICU 4EBB "1828-CALI" GARAGE OWWO: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C DA E` 09/21/21 9CALE: 1/4"=1'-0" 9FLEET S 3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFNVALLFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON 9) 10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W/10 10d TO B{2) SIMPSON HETA16 TRU6S ANCHOR WITH "ROOF/WALLFLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", TRUSS AND (4) 1/4" x 2 1/4" SHEATHING (12) 16d x 1 �' NAILS TO TRUSS (9)10d x 1 J' NAILS TO 6", 8" x f-U' MAY BE ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C_(I)SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT, USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #2 2" x 4", (16) 10d x 3 }'NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 6", 8" z 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS HEAVY UPLIFT TIEDOWN REQUIREMENTS, OPPOSITE FACES OF W/ 100 NAILS, 2 ROWS, 3" WITH (12)16d x 3 �" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL 102 70 ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN )11, TRUSS AND (4)1/4" x 2 1/4" TO TITECONN ANCHOROURED CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS WITH (4) x 5"TITEN HD TO CMU AND (12) SOS SEE ARCHITECTURAL ANCHOR REQUIREMENTS 2x SECURED W/ (3) I. }'x 2 }'TOGIRDER GALV. COMMON NAILS. ENGINEERED WOOD B{i) SIMPSON FGTR GIRDER TIEDOWN WITH lx2 SECURED W/ tOtl TRUSSES 0 24" O/C, lx2, 2x WOOD FASCIA (2) }" x 5"TITEN HD TO CMU AND (18) SOS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3) 16d C{2) SIMPSON FGTR GIRDER 71EDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) J' x 57ITEN HD TO CMU AND (18) SDS }" x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12, O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) Z' COVER 8 Z' APART C ALLOWABLE UPLIFT=U2705 LBS(2 PLY) C ALLOWABLE UPLIFT = 8885 LEIS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c —T'—ALE TYPICAL ROOF 3 GIRDER CONNECTOR(S) 2a 2b 2c S ALE SCALE 3/4"=1'0 GIRDER CONNECTOR(S) 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. 2.4 BLOCKING BETWEEN LSTA12 20 GAUGE BRACE W/ (3) 12d 0 EA. TRUSSES WHERE W/ 10dxin HOG NAILS TRUSS (DIAG, BRACE TO X-BRACING IS PRESENT AT Q EACH END. TOTAL OF 1D COVER 5 TRUSSES) 4'-0" O.C. (A7 SHEATHING P 0'-0" TO W-0" (1) "X" BRACE SEAMS) FLOOR 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x ATE GIRDER e•a• MAX pmnxa) (2) "X" BRACE DI CENTER TO BLK W/ 1/2" DIA /Z' DI 0R 1a-0" MAX IW=4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH PERPERE EVATION2x WOOD FASCIA, STRENGTH EPDXY 6" tx4 DIAGONAL SEE ARCHITECTURAL MIN, EMBED. AT 32' OC PRE-ENG FLOOR TRUSS BTM. CHORD MAX' PRE-ENG GABLE TRUSS SECURE 8 5/8" GYPSUM BOARD OR 1n' HIGH �{ BRACING, SEE T.LATGABLE W/ 2C0 fi STRENGTH CLG. BOARD " � PLAN FOR LOCATION MAY NOT BE STIFFBACK (AS PER O.C. MAX SECURE TRUSS TO TOP PLATE W/ (2) § % n Z REQUIRED TRUSS ENG) CONT, 2x4 SECURED W/ 16d TOENAILS (2)10d's @ EACH TRUSS TO BE INSTALLED Q DOUBLE TOP PLATE HTT4 W/ 518" A.B. WITH BTM. CHORD OF 10'-0" O.C. MAX. MIN. T' EMBEDMENT WOOD ROOF TRUSSES TO SLAB 8 (18)16d x 2x4 OR 2z6 WOOD BEARING 2-1n" NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST 70 SIT DIRECTLY SEE SCHEDULE FOR PLANS FOR SPACING, SINGLE ON SLAB BOND BEAM RED. BTM. PLATE TO BE PT, SECURE ST. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL PROVIDE BLOCKING 12' O/C STAGGERED. ADDITIONAL METAL 1!2' GYP. WL. BD. a - lx4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER CONNECTORS NOT 4 = a MAX., OR 214 BTM. CHORD BRACING END TYPE CONDITION, IF REQUIRED WHEN NO # e # . e, 1U-0" O/C MAXSECURED W/ (2)1Od DEPICTED SEE PLAN UPLIFT IS PRESENT. COMMON NAILS AT EACH CHORD N7ERBEQTION iYP. BTM.0 CHORD BRACING BLOCK WALL W/ GABLE END 6 POST CONNECTIONS SCALE:34"=1'-0" PRE-ENG'D TRUSS SCALE34"=,'-0" a 5GIRDER/WOOD SCALE: 3/4"=1'-fY' (FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE w SCALE34"=''1(NO UPLIFT) NOTCH DEPTH 1/4'D D GE>5/6" USED SO LONG AS THEY CONFORM TO THE METER FOLLOWING L. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLYA) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE q THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO/�r DA SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 rFORCES ``i ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECT TO Fl AND F2 FORCES. BTM.HOLE DIAMETER PLATE< 3/5'D OBI. STUD ALTERNATE MATERIALS STUD NOTCHING 11 AND BORING LIMITS SCALE: 3/4"=1'-Q' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-W78 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 h} INC a C N W O 8LJ8DM Ae LOT: ABBOTT PARK LOT #18 BLK #11 PROJECT# 04181.000-18111 MODRIA 4EBB "1828—CALI" GARAGE STaNG: LEFT PAGE: DETAILS 160 MPH EAJ N21 DA 09/21/21 9CA M.1/4"=1'-0" siIEET S3.1A VTCR SPACING (1) AT EACH END II?4y.lti yhll 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. 11 (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d @ EA 4'-0" O4EACAT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1)'X" BRACE �� IIIIIIFII I�1llllllll 30'-l" TO 60'-0 (3) W BRACE PRE-ENG GABLE TRUSS I IN (2) "X" BRACE DI CENTER lilt DIVIDED EQUALLY STIFFBACK AT ALL2x SUB -BAND FROMBRACE FROM CENTER TO END. UPRIGHTS OVER 4'-10" \ (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE `.1I "ROOFANALL/FLOOR \ IL SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW tx2, 2x WOOD FASCIA ECTION PER SEE ARCHITECTURAL S MFG.2xSECURED W/ (3) 16d OODGALV. COMMON NAILS. " O/C,lx2SECUREDW/l0d RAWINGSGALV. COMMON NAILS CONT. zxa RAT RUN 12" O/C AND APPROVAL SECURED WI (2) 12d's (� PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS �2 VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS SCALE: N.T.S. 1 HIP RETURN W/ SCALE:34"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES �J AT FIRST TWO BAYS 4'-U' O.C. (A7 O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (7YP) O O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONALBTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's C EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0" S .1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-774.4078 www.abdesigngroup.eom AA S: 0003326 h k a C 9 SUBDIV. at LOT ABBOTT PARK LOT #18 BLK #11 PR "T" 04181.000-18111 MODEL.• 4EBB "1828-CALI" GARAGE SrIiNO: LEFT PAGE: DETAILS 160 PH EXP. C n11 ROOF A - ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.SO) ZONE 2n = 69.SO PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A'- 4' -0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRE + SSURE COEFFICIENT. /-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32' STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (40/201 TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA, TR. E TENS1L S S HANK ASTM 10d RING SHANK, 21/2' 0131 F1667 SCR W SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK, 2 3/8' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/8' 0.113 F1667 SCREW -NAILS I I RSRS-01 RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING Z 0 USE 112" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" 9 O.C. AT PANEL SIDES AND Sol RING SHANK GUN NAILS 4" O.C. TOPS j BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT m INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED ZONE 1: 1 Od NAILS 0 4" O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING ZONE 2e, 2n, 2r, 10d NAILS ® 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16'0.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP ZONE 3,3e, 3r: 10d NAILS Q 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 84RINGBWWKGUNNAILSQ4'O.CIr . TOPS EC77- EDGEb D y0 3tl 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING ` C#8 2' DECK SCREWS ® 6"-B" O.C. MAX EQGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` TYP. 3/4" T&G 51JB-FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C3303M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pROWDEB%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES S STUDS CAN BE SPF. AR CHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 71N EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON BARRIER NE VAPORLED CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF DRAWINGS SEAMS LAPPED B INCHETHYLS AND ADHESIVE TAPE. ELASTICITY - 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES TO SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TOANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE, NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST N DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION, SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING NTH 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 SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DESIGN LOADS: ROOF'. LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD non-c mmnt 10 psf BTM CHORD-noncon-Int DEADLOAD DEAD LOAD 16 psf TOP CHORD 20 PET TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1Opsf BALCONY UVE LOAD 60 PET STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE G RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50pSf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS'. 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS DIMENSIONS ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'+/- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM OW94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SKALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): 8, FORCONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-12' FOR NB AND SMALLER 7 FOR #8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1.171' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM AlOS4/A1084M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 8 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 26" #6 BAR - 36" #5 BAR - 30' #7 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES' (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE NTH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFOR E PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY NTH ASTM C478 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U. NO STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy - 38 kai FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 kai. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE S, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS NTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS NTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE NTH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WTHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M GRAD N I E A , AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE H OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7A6 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS IN RESPONSIBLE FOR R SS ENGINEER SHALL BE ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER A-LIUTION SIZE TYPE SPACING RE.- APPLIURON SIZE TYPE PACING REMANKS 1.2 PT FURRING TO MASONRT I CON. CASE HARDENEDCDL NAIL 11/YLON3. 6OO GAR AGE DOOR BUCK TO MASDJRYIWNC. -- NO WASHER TAPCON MgBONRY FASTENER 6"QO 111T'EMBED., i"END pSIT, 1EDGE DST. Soo AL. EXT. COORS USE HARpENEDCOII B'OO WINDD4MDOORI FASTENED GARAGE DOOR BUCK YF Ca OR EXDANSCN-T tB°OIC IBI6'DAI a•EMSED., VEND DIST., I_ SEE NOTES -111LONO. STAGGERED INTO MABONRVAYJrL. TO MA9gJRTIGCNIC vq wA- 2x•OIC(1?qAJ TEDGEDIST. IMNDONSCCK CASEFb1RCENEDWIL B^ac wNDOWIDOORIFABTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING x PT, -TEE NAIL 111 LONG. E-GERED INTO MASGNRYICONC. MAB ICOWL. REQUIREMENTS NG COOR IT yI.- 'TAPCOMI IIEMBED. V END. PT,SEENOTE6 NO WASHER FABTNER 10'Q/C DST III EDGE DIET. PTITOSTEELCOL., 9EE 0.1G6°PAF x2 tr%' POO ND. pBT.,11? WASHER 9TAOOERED 2 SEDGE qST NOTE6 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SWILL BE HILTI XZF 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. WWIDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SLANG DOOR NTH A WOOD DOOR FRAME. 1X MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED Ws TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA M. 00033251 a by a b t O a a a N W 0 aUBDIV. de IOT ABBOTT PARK LOT #18 BLK #11 PROJECT# 04181.000-18111 11IODELe 4EBB "1828-CALIrr GARAGE STI MG: LEFT PAGE: DETAILS 160 MPH EXP. C DATE 09/21/21 SCALE: 1 /4"=1'-0" Si'LEET S N1 © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLESINSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA`/7MAX. -CHA f DETAIL A FASCIA 70 STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) J" MAX. nGTAII n J-L: HAN N t L FASCIA FASCIA WOOD BOARD BY OTHERS (2)STAPLESINSTALLED. THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLESINSTALLED @- 12" O.C. MAX (INTO (Z)WOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 TAPLES INSTALLED Q THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #BX3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. 1--SOFFIT 10 J-CHANNEL 3D 7D STAPLESINSTALLED THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT 3) J-CHANNEL J" MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'L'—.� SPAN 'L=­I. SEE DETAIL WA SEE DETAIL 'E'— EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE: 1) FFIT SEE DETAIL 'D' OSEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOI 1 BY OTHER 2-1/4" EMB, DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOI 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) Q3 J-CHANNEL f, DETAIL C J-CHANNEL BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLESINSTALLED 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BULLING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 13.519 EAVE WIDTH•.,, 375 (ROOF >{j• 4 3.625 3.625 375 3. OVERHANG) 5 08 .03 12 \—CONCRETE; .0 1 CMU OR WOOD (NOTEA) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 IS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-7746078 FAX: 407-774-4078 W Ww.abdesIgngroup.com L AA #: 0003326 J 0 Milla Is N, aU13DIV. So 0 ABBOTT PARK LOT #18 BLK #11 PLI ROJECT* 04181.000-18111 MODE19 4EBB "1828-CALI" GARAGE 9W7NG: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C N aCALE: 1/4"=1'-0" SHEET s �i Ire