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HomeMy WebLinkAbout7951 Sail Clover Ln99 20005 o 4EHB -HAYDEN 9� REVIEW DATOUN 2 9 2020 CITY OF ZEPHYRHILLA, PLAN EXAMINER G \J iLL JVORK SHALL H M E S COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES 12602 TELECOM [DRIVE, TAMPA, FL 33637 Te1= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS . nam BOIImm coo uMmmL1, E (2m') •may , AM ��� cones - RBSIDENTIA4 GROUP R3 :CONSTRUCTION TYPE - YB •�• INTERIOR FINISH - CM B -BASIC WIND SPEED - Vult-160 MPH vesd=124 MPH •I -STORY RESIDENCE - • 2-STORY RESIDENCE - LIAII. HIUGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. AV AIR CONDITIONING LUM. AD) ADJU TABLE M.C.F AMP. AMPERAGE MIN. BD BOARD M.T. CL CENTERLINE MTD. CAR. CABINET MTL. �R- CLEAR N.T.S CLK CLEAR oc. CONC. CONCRETE PL CPT CARPET P.B. C.T. CERAMIC TILE PH. D. DRYER PIT. DBL. DOUBLE PLYWD. D.G. DUAL GLAZED PK DIA. DIAMETER P.T. DIM. DIMENSION R.RISER DISP. DISPOSAL BAD. DP. DEEP R.A.G. DK DOOR REF. D.S. DOWNSPOUT RM. DTI. DETAIL R.O. D.W. DISHWASHER S.C. EA. EACH S.D. ELEv. ELEVATION S.H. EQ. EQUAL SHT. EXH. EXHAUST S THG. EXT, EXTERIOR SHWK F.GIFX. FIXED GLASS SIM. F.G. FUEL OAS SL. FIN. FINISH SL.GL. FLR FLOOR STD. FLUORESCENT SWS FTL DR. FRENCH DOOR FIG. FOOTING TEMP. GA. GAUGE THK. GAR.DISP. GARBAGE DISPOSAL T.G.C. GF.1. GROUND -FAULT CIRCUIT T.O.P. GLASS INTERRUPTER T.O.S. GL. GLASS TYP. GYP. BD. GYPSUM BOARD U.N.O. N.B. HOSE BIB H.C. HOLLOW CORE V.P. NDK HEADFR W �w "T INSULLAATION wo. Mr. NTERIOR W/H W.I. LAVATORY LUMINOUS MEDICINE CMANUFAABINET T MIMMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LIKE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING 80 ID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SNMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECT ON TEMPEREDGRASS THICK Top OFCURB TOP OF PLATE TOP OF AB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH IOOOD WWATER HEATER WROUGHT IRON DATE D68CIUMON am 2-STORY CM CQNVER810N ARCHITECTURAL SHEET DESCRIPTION ash DID GET ISSUED Pc CI -COVER SHEET PG GN- GENERAL NOTES PG AI -FIRST FLOOR PLAN PG AIA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG ASK -FRONT dt REAR ELEVATIONS 'K' PG A4K-LEFT k RIGHT ELEVATIONS W PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI-FUM FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2-DETTAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WA1-HAIL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WAS ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WAS -NOT USED PG WA8-WAIL ASSEMBLY DETAILS o2ma ADDED ELEV.'J' a X, UTN 61DNG PM MARK DOLLES otrAWS DID GET RE-IGGUED OUhM FOOTII'ICP REVI6ICNG PERM DOIIEB OG�A1 I-)018T6 NCORiPORATED INTO MASTER PLAN ft46 tl C"Tmr-T N DOCUMENTS RE-IGGUED MAVIS ADDED VALLEY FRAMNG DETAIL, UPDATED BOLLARD DETAIL OW&A DETAIL- 'ADDNG ISAR To BOND BEAM• ADDED TO 612A 024611% PLAN MANTENANCE • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. A.B. NORTH GROUP, 1C. BLVD. RONALDFLUOR. LONGWOOD, FLORIDA 32750 Tel: (407) 774-8078 Fax: (407) 774-4078 OxJS�I! REVILED LNTEL 612E AT FRONT ENTRY DOOR �T SQ.I' . CALC.,S o+rAM UPDATED LEDGER BOLT 604 GPAC Wi oiAvr, RevismI-JOISTLAYOUT IST FLR LIVNG 1104 60. FT. M FLR LIVNG 1501 60. FT. TOTAL LIVU'G 2605 50. FT. GARAGE 43l Sa. FT. �'N III Sa. FT. 06/2L" ADDED LED LWTG TO KITCIEN 1 BATFRO" PER MAW WUE5 BTr2" ADDED STONE OPTION TO ELEVATIONG'G•','N','J' CSO" GEWs LEDGER BOLT GPAC REVISED 10/JG/l� AppEp OFT. 8 O CEILlGNEYaVifG 01�01/l0 � � uAtN �*'�" LTO� TOTAL 3153 80 FT. PATIO FT 05oftW REVILED DETAIL ON SEET 02 OPT. V-0 MA NOT. STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES AIL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. PG 32.1A-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (A9 DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR 14IPIANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG 33-FILiST FLOOR TRAILING PLAN PG S3.IA-DETAILS PG S3AB-DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3.IC-DETAILS BUILDER TO SUBMIT A WRITTEN R.P.I. (REQUEST FOR PG S4-SECOND FLOOR DECK PLAN INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S4.2-SECOND FLOOR DOWEL PLAN CIARBI IC/LTION. PG 35-SECOND LIFT BEAM PLAN AND NOTES AS DESIGN GROUP WILL RESPOND TO ALL WRrrrEN RFI.s IN WRrrM/DRAWN FORMS IN A TIMELY PG SO -ROOF FRAMING PLAN PG SN1-DETAILS MANNER. AB DESIGN GROUP TAKES NO RBSPONS®BITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON THE DRAWING SET. d N. RONALD REAGAN GL LONGWOOD, FL 327W PH: 407-7748078 FAX: 407-7744078 wwwAbd"pgroup.com AA s: 0003325 a d s 4 BUBDM 4 LOT: ABBOTT PARK LOT 11 BLK 7 PI oj=T# 04181.000 11072 MODZIs 4EHB "2605- HAYDEN" GALRAGZ 8MMO: RIGHT PAGM COVER SHEET 60 MPH EXP. GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6Lh EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE LNDER FBCR 6TH EDITION (2017) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH 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. IIIIIE 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 CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHI TECTIENGINEER 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 8. EXCAVATIONS TO BE A MINIMUM OF 3- 0' BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 2D- MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2 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 V 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 8 TABLE R302.6: THE GARAGE SWILL 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 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SWILL ALSO BE PROTECTED BY NOT LESS THAN /W NCH GYPSUM BOARD OR EQUIVALENT. 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 TERMENT 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 MALL 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 (M 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GLIDE 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 ROOFIWALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUS 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 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING d NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVENNOS 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 TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIORF!9M 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, 1Z THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 8 ASTM-C1063-12a 3. LATH 6 ACCESORIES PER ASTL1-C-1063.1IA d 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 -11A AND R703.7, FIRE REWTANT 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 1/7 GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W' DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-714.6078 FAX: 407-7744078 wwW.8bdsslgn&wp.com l AA 0, 0003325 � s BITUDDIV. S. W ABBOTT PARK LOT 11 BLK 7 PIEOJ>VCT# 04181.000 11072 MODRX.: 4EHB "2605- HAYDEN" GARAGE BW MO: RIGHT PAGIO: GENERAL NOTES 60 MPH EXP. 9 0 m m a a n 01 Q a. a 0 ,a FIRST FLOOR PLAN SCALE. 1/4' " I'-D' WM 2-STORY GYPSU"I BOARD OPENMG6 BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EGUIPPEO WITH SOLID WOOD DOOR NOT LESS THAN Nb' (36mm) M THICIOES6, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LE66 THAN Nb'(36mm) THICK, OR 20-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LE66 THAN W(U.1mm) GYPSU'1 BOARD APPLIED TO THE GARAGE 61CS GARAGE6 BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN �b'lB.9mm) TYPE X GYPSUM BOARD OR EaUIVALENT UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALL6, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON T E ENCLOSED SIDE WITH V1 INCN GYPSUM BOARDS. FCCR 2011 (bTH ED-) 302.1 PATIO r-------- OF ROOF I I ��- l2) 3062-eH ------- SQ.FT. CAM'S I6T:LR LNlIG 1104 BQ. FT. 7ND FIR LMiG 1501 6C2 F7. TOTAL LM16 260E SGL FT. GARAGE 431 8GL !?. PORCH lit 8Q FT. TOTAL 3B3 8G1 FT. PATIO e0 80. FT.0 MASONRY / FIFNNE WALL LEGEND e'-0® L uN.o ON PLANS DRCa HGT. VARIES a' BLOCK WALL U)'LO ON PLANE n'-4' DR^s INTERIOR OI�F'LA�N6 IL�D. 4' INTERIOR NON LOAD Dl�a WALL UN.O. ON PLANE -ALL INTERIOR DOORS TO DE b'-e' -ALL EXTERIOR DOORS TO BE b'-e' UNLESS NOTED OTHERIUSE me 0011dBR NQ C1A0010 rD LOADI t?MSC wD avwue wR � aoao aen �� � aae rorwso�wo lerw® MR'1' �� 10 5 3l/-50 CRITERIA EXTERIOR 6U11P1s b 6 36/-41 DR. MIN. CRITERIA SGD. HM. 41 6 34/-43 CRITERIA K010 OND. ITI 5 31A7/-346 BASIC HIND SPEED MPH 180 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=D, �.=C, MEAN ROOF HT. 23'-0" PRESSURES HAVE BEEN MODD?'IE>D PER SECTION R301.2.1 OF THE FBCR 8TH ®. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OONIIIOLOIOEOUN� Li N. RONALD RFAGAN BI IANOW00D, FL 32760 PH: 407-7748078 FAX 407-7744078 www.abdeslplBrouP.com AA a►: 000332E s 6 aVSDIv 4 1[A1`. ABBOTT PARK LOT 11 BLK 7 PIROJWT 04181.00t 11072 IILODICLe 4EHB "2605— HAYDEN" eswiewas swtrTa: RIGHT PAOl: FIRST FLOOR PLAN 60 MPH EXP. nvR AN NO Dp � 04/08/20 stmcs'r Al MASONRY / FIFNNE WALL LEGEND e'-0® L uN.o ON PLANS DRCa HGT. VARIES a' BLOCK WALL U)'LO ON PLANE n'-4' DR^s INTERIOR OI�F'LA�N6 IL�D. 4' INTERIOR NON LOAD Dl�a WALL UN.O. ON PLANE -ALL INTERIOR DOORS TO DE b'-e' -ALL EXTERIOR DOORS TO BE b'-e' UNLESS NOTED OTHERIUSE me 0011dBR NQ C1A0010 rD LOADI t?MSC wD avwue wR � aoao aen �� � aae rorwso�wo lerw® MR'1' �� 10 5 3l/-50 CRITERIA EXTERIOR 6U11P1s b 6 36/-41 DR. MIN. CRITERIA SGD. HM. 41 6 34/-43 CRITERIA K010 OND. ITI 5 31A7/-346 BASIC HIND SPEED MPH 180 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=D, �.=C, MEAN ROOF HT. 23'-0" PRESSURES HAVE BEEN MODD?'IE>D PER SECTION R301.2.1 OF THE FBCR 8TH ®. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OONIIIOLOIOEOUN� Li N. RONALD RFAGAN BI IANOW00D, FL 32760 PH: 407-7748078 FAX 407-7744078 www.abdeslplBrouP.com AA a►: 000332E s 6 aVSDIv 4 1[A1`. ABBOTT PARK LOT 11 BLK 7 PIROJWT 04181.00t 11072 IILODICLe 4EHB "2605— HAYDEN" eswiewas swtrTa: RIGHT PAOl: FIRST FLOOR PLAN 60 MPH EXP. nvR AN NO Dp � 04/08/20 stmcs'r Al Li N. RONALD RFAGAN BI IANOW00D, FL 32760 PH: 407-7748078 FAX 407-7744078 www.abdeslplBrouP.com AA a►: 000332E s 6 aVSDIv 4 1[A1`. ABBOTT PARK LOT 11 BLK 7 PIROJWT 04181.00t 11072 IILODICLe 4EHB "2605— HAYDEN" eswiewas swtrTa: RIGHT PAOl: FIRST FLOOR PLAN 60 MPH EXP. nvR AN NO Dp � 04/08/20 stmcs'r Al aVSDIv 4 1[A1`. ABBOTT PARK LOT 11 BLK 7 PIROJWT 04181.00t 11072 IILODICLe 4EHB "2605— HAYDEN" eswiewas swtrTa: RIGHT PAOl: FIRST FLOOR PLAN 60 MPH EXP. nvR AN NO Dp � 04/08/20 stmcs'r Al SECURE TREAD* TO STIRNUM (2) LAYERS, OF 3/4' F'LYYR?DD Wt3P* 3' *OIERA • EA ORR (2) LAYERS, OF 3/4' am � c �F WALL *TRNOER INTT1141, sRa4Nec FLOOR MATERIAL RIP* FOR AHU TO EXTEND BEYOND MINOR" *OLIO NAILING W4' Ttl StS 8.001E Q eIJD-FLOM ONEATNNO PER FAST SOWED" W-4 3/4' 2ND FIN. FLR: 1 1/2• THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' MIN. HMDRAIL a 36.—A AS PER FBCR R311.18.2 / 0'-0' 5RXA. HGT. LLV 2X4 RE IFFORGws PRE-o+Ov FLOOMM *Y*Tm NOTE: y 3r4' Klac / HANDRAIL ENDS SHALL BE u42RALI R CAP ~'°'� / yy ) NOTE, RETURNED TO THE WALL OR No� STAR* RISER* TO CO 0OW TO POOR STH TERMINATE INTO A NEWEL STAIR Q4A, I TF . 185' 14 TREADS . EDITION (26M) MIN. TREAD.RO' MAX RISER•1 JIM' Aft' DIII MAX CENTVARIATION N I OTHER W M ADJACENT TO OTTaR MAX POST. S T O R . 10'. I' N06WA EA• ANY 11 N ANY SECTION DIA TOMANDIAL CIRCUVARIALAR TO BE I V4' p Q Y / / REPPOR m�M4 M7 «V SIDE �VALE1A O RASPABLRY W NOoa- MRN r• Rot . NOTE: / W ONT. READ OF N NARROW CD M. R' WIDTH • Q' FROM NARROW END MK K0DIL RANOT. 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A �4oOR SMARR• DIAMETER OF Ii•t 2' OR A NONCIRCULAR CROSS SECTION WITH A EA HORIZONTAL wa+ .04CLOOM ACC!**IDLE SPACE RN>EA PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN & 1/4. AND C I'-4' _ * r 2 X a PM WOormR STAIRS, S".L NAVE W4LL*, INDER *TAR SURFAC* AND ANY *arRT* PROTIECTED ON A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. / eR THE EN wrH v2 arP*u+ SECURE Ruda S•-V or_eoARm*'rDCR3m.1. . MOC 302GID 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF TOP / FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY PLATE j m'-O' FIN. FLR DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE M 2X4 AtT RV IRod 1'IA*ONlRY NAIL*02X4 P.T. SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM SLEEPER INTO SLAB WITHIN S' STRESSES- PER SECTION 1601.8.1 / F$.C. 2011 OF EACH S O, V' OC. MAX BAR DETAIL A SCALE: V2'.I'-V' STAIR SECTION B SCALE: 1/2'-F-m' HANDRAIL SECTION C SCALE: 3/4'.I'-®• 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH:407-774,6078 FAX 407-7744078 wwwAbdonigngroup.com AA 0: 0003325 J O Q RsUBD:v k L07 ABBOTT PARK LOT 11 BLK 7 PROJECT/ 04181.000 11072 MODMIA 4EHB "2605- HAYDEN" GARAGM SVWC;: RIGHT PAGZ: FLOOR PLAN SECTIONS / DETAILS 60 MPH EXP. D TM 04/0e/213 sCAXX: 1/4"=1'-0" D*Ec= A1A SECOND FLOOR PLAN SC -ALE, 1/4 " 1'-O' i"I N. RONALD REAOAN 81 LONGWOOD, FL 32750 PH: 407-7748078 FAX 407.7744078 www.abdosigngroup.com AA is 0003325 Fl sVSDIV. A. LOT ABBOTT PARK LOT 11 BLK 7 PROJECT1� 04181.00 11072 HODZIi 4EHB "2605- HAYDEN" GARAGE ✓sWn4G: RIGHT PAGM SECOND FLOOR PLAN 60 MPH EXP. A 7 ;l n TM 04/08/20 scALZ: 1/4"=1'-0" nNEW A2 v BFIMGLE ROOF FYHON 16'X48' DECORATIVE SHUTTER OR EQUIVALENT FYFIOJ SKTID01 OR EQUIVALENT 11'-4' 2ND FLR _ Bfda. HGT. IBANSED D 6' RAISED BAND l 9'-4 3/4' 3/4' I 2ND FIN. FLR 8'-0' SlIaG. HGT _ • ENTRY V I Tl'P. I 4' RAISED BAND (TYPJ 8' RAISED I BAND (TYPJ 0'-O' FM. FLR - J Il'-4' . FLR4, _ BFi's�tt I I I I I I S'-4. 3/4' 2ND FLR _ FIN. FLR/BFG. HGT. — 8'-0' CLG. HGTybA:aI ��— I\w TYP. I I I I I I I 0'-m' FIN. FLR ---^-----�------' 25-4SLOG. NGT. S SHAKE WS; A6 6MCIIFIED (TYPJ 61 TRIM FRONT ELEVATION SCALE, V4 " I'-0' TEXTURED FINISH REAR ELEVATION 8CALEI V4 . 1'-0' TEXTURED FINISH �4' FREIZE DAND (TYPJ '4'BF'ls. HGT. FYPON I6'X67' DECORATIVE SHUTTER OR EQUIVALENT 6' RAISED BAND 9'-4�/4' 2ND FM. FLRPM. FLR '-O' CI-G. W.T. ,L ll'-4' 2ND FLR _ _ •V BRG. HGT. -m• ' 3/4' 2ND FLR FIN. FLFL/BFIla. HGT. —_ 0 0 FM. FLR AREA OF ATTIC • LSm sa FT. NET FREE VENTILATION AREA REQUIRED 1/300 REQUIRED VENTILATION AREA = 150.5 /300 • 5.78 VENTILATION AREA Sa INCHES PER FT. (144) 7E6#SQ. IN, MN. REQUIRED VENTILATION .5X 760.8 IN UPPER PORTION OF ATTIC 3110.4 Sa IN. OFF RIDGE VENTILATION AREA = 115 Sa IN. PER VENT 3M4 /135 TOTAL# OF VENTS REQUIRED = 3.30M TOTAL#OF VENTS PROVIDED = 1- 'AREA OF ATTIC IS THE PEMMTER OF THE HOUSE. LESS THE OVERHANG EMERIOR OF WALL TO EMERIOR OF WALL.NO OVERHANGS INCLUDED 1/2'FL TWICKOTER 2 GOAT CEI'BiT DORE ER e O MD MAO DGECTLY TO MASONRY 4'R4' GALv. i'-TYPE S FLAMMI6 GET N Ieoopm GID'Nr FlIMMOLAs6 eW Xft OVM 90 M LI PAPER (OR APPROVED EORVALRR TO M V AGTM DM4 D4G6s) CH Ift- OAM 64RAT M OR V7' COX PLYWW GEQ/MD PER NAILNG OCNICU e 2.6 6YP RMTIRs PRE-w4`0 TIEING 7)0 sYP PT LEDGER Gv W'W TIit40M RM 32' OC. 4 WTHN 6' CF EAOH 60 MAX SET N SPIPSO4 WON sT1l4GT1 Md-oxY FOE: sCFFIr 7x6 Mers'slNmgStl%CN !' OG # F13 LVs-26 W (4) P-4' TO LEDGER A TO 2.6 JOlsr 7X6 GYP Pr L urns' TMIA Or— 4 RITEN 6 W40 MAX GET 130ApDf1' 6' HIGH GTICtlTI1MIN IPINW. OVERHANG DETAIL A SCALE IA • I'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-774-4078 www.sbdeWgnNoDP.00m L AA G: 0003325 a :e � s 8 evsD:v. 4 LOT ABBOTT PARK LOT 11 BLK 7 PROJECT 04181.00111072 MODEIs 4EHB "2605— HAYDEN" GARAGE BwnrG: RIGHT PAGE: FRONT & REAR ELEVATION ILK" 60 MPH EXP. DATM 04/08/20 8CAL.E: 1/4'=1'—O" SHEET A3K IT'-4' 2ND FLR S'-4 3/4' 2ND FLR FIN. FLR/BRG. HGT. W-0' CLG. HGT1$ 0'-0' FIN. FLR 40 IT'-4' 2ND FLR BRG. FKsT. - S'-4 3/4' 2ND FLR _ Flt,L FLR 8'-m' ERG. HGT,t • Ems" 0'-0' FIN. FLR IF LEFT ELEVATION SCALE: V4 . I'-0' TEXTURED FNISH RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FNISH IE Dou H FOR FYPON SNGTIDCIT OR EQUIVALENT 1T'-4. 2ND FLR -- BRG. T. S'.4 3/4' 2ND FLR --FIN. FLR -- _0 0 FfN. FLR ,�. IT-4' 2ND FLR —� BF3'a. HGT. 3/4' 2ND FLR FIN. FLR .►B'-O�G• NGT. o&-O' FIN. FLR l"i N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-774.6078 FAX 407-7744078 www.abdaalgngmup.00m AA !: 0003328 Y Y FO OM atMDIV. as LOT ABBOTT PARK LOT 11 BLK 7 Pno"=T/ 04181.000 11072 MODZU 4EHB "2605- HAYDEN" GARAGE 8WMG: RIGHT PAGE: RIGHT & LEFT ELEVATION "K" 60 MPH EXP. I/ ATRV 0 V202G I Dnvrr w04/08/20 aC,"X: 1/4"=1'-0" a*== A4 K ELECTRICAL LEGEND SY/M�DOL DEFMITION NOTES -t--y MV CUTLET 20 ANT "MA FOLE wv OUTLET IIOv OUTLET w Q aunar fay TO SWITCH GM Ow OUTLET E sagr7 fAm FAIL nlwrlree (Trrw MSSMTAW Ty") 220VOUTET (uluwcONlacrlaN 1�I� NI OW OUTUIT tallw70F T aYETow SYIITCN 14MAY OPM �4 61 T 4-11114Y OPER L.� W LL I'lowrN v LMNr cELw LOW © LED CLG LIONT ©VP LED VAPOM F1.POF L16NT OVP YAPOR PROOF LISNR O CAN e11ENT. PAN I CN•I FM SQ Pt. VENT. PAN w.wn I aH PBS IN& M. V POTIS� OY (041C'S laD 2-Eu LUMP ® .AMg60 fR 2-wu L'RAF `` (M!lACE MNTJ AIgeO 4' PLu°Rncmw 4. 111AOC LMNT PANEL Nib METER OSD. 640a OE1aCrOR YU anib 3Et 1'-+1 L;+ MALL T omW ulcla DnwtoM SAM w4ac.1F• Er..� ® BACO CAINMPCNMM acm COP ��� Oa70 A DBm E 4- Q NOT La" TNE4 1' Op NO L 1.111101.1 WALL rocwxr LIONT NATUIIAL aAa ► T6Q1pw JACK aN wTaM IEATES DISCONICT re r �,,.,® AR OOC DISCCIlECT A1N SEE ON FEN TELEVISION JACK C11111.110 SM O J-SC•L TO M SIS'F'ORIm N ACgICA CII f' SCN MAIGIRD Y MINI POM TO m own-awgD N CEILNS FAVLISMf ACCOMPAOR SY BON AS WON POM 24• NCAFDESCW Lkw STOW f3(3^^^^ L' NCADBSCMa C� 46• NCA/CaSL7NT LISNR nI.F ROOD LMM 0". eacLiarr ItE1TAD • F0 PIw-aorta+ FM aa'aa too PORT • LOCATION OF TV JACKS a PNOE OUTLETS 4 PANS TO all V6aiI® . NDPeai1ER PISE CONNIaICTIO/ NwiND ALL a 4 20 AMP ORANCH C ATIOUTS TO aE AMPALT PROTECTED PlaitELECT ,CAL FRDVMIOD O mQ • 20 AIT DEDICATED LAIORY CMSgST. ' GM • INLAND (NOT ON NITCIEN CRCWT) • DISMWMNEt DMCONCT TO aE LOCKOUT N PANEL ' SATNRDOM a)SWIST AM TO NAVE HN. CAPACITY OP O SECTION Ma013 ��U GRa►C • . LASOR01001 PALY C4110Er-N,EI..r,E1 PMDTUCTIGN FOR F 016GPFaL ON MOK)O S • UEASND METRIOO SHALL ME NON METALLIC C41INi FM ELECTINCAL FMOVINONS O 11aCR AlY aD (lan2 • ALL UIOMC TO COMPLY Y1T14 WCTIIICAL PRDvrIDN) O TIE TarJE A1N Im r2an2 •,a s L1tlYrYtl N13ir Y IlNwlewn rYFa PaM FOR OR PATIO f I n B ROOMO ROOM — — I PRE -WIRED CLO FAN I 6'-5' ! V/ I GFI (PAN. 6WITCN MCASUNET /TO 2ND F'L. �� SUNTCH i3ll • ! `� `%L __ \, ===OPT.! WI • 44' / I-PL. FOR AFF. S® DOOR Cori — — 1 1 + 1 / III 3 �� FM i ' KEYLESS L (� FIXTURE PRE -WIRED CLG PAN / PIDYER CAFI III , 1 &4RACsE DOOR ,�- _s-- imp - PREUpRE GARAGE PRE-IUIRED CLCf FAN BDRM #2 •3 /h A- FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' a I'-m' jI'-3- I'-3- �I I L 1 — LED LIGHTING ® SINGLE LAV. SAT /BOLLARD AS Rffa PER SLDC.. CODE LIGHT FIELD OTC. OUTLET a 48' AFF. W P Panel MAN - A PANEL: 8116•PcILb1.•W VOLTAGE: 12D 1240 V.1 Ph MAN:150 Anr M.C.B FEEDER 3. 61 Cu T1MM S 1- 06 Cu (G) in 1 17' C. OR 3.WM AL TMRM S 1- 06 Cu (G) in 1 1rZ' C. wim I P.I. I aR 1 1 wr, ckwlt a,l„It I w.ft osw%won I M. Pa. wln H2 1 20E.MxR•e YGFIbIUG Imo + I n2 2 m h*b. PU 1t1D0 3 4 s e tlM AIC c.u. w x w iPw T e PANEL -A PANEL: 42 at bmkw VOLTAGE: 120 / 240 V -1 Ph MAN: 150 An0 ML.0 FEEDER 301 Cu THVM 81-06 Cu(G)inI If7C. OR 34110 AL T/MM 81- 48 CV(G) in 11f7C. wk• I Fd. I W a fw waft awn awn w.0 Dow, f•n av Pd. VA. 1 m smn • ISm + 2 ww Ra,p. w z w l N.a4 ON New4 1 m mdl AN1•Ia•15w s e 450D Nr. a x Ho , 1 20 20 a 1 R.. MMa 15m f 18 1200 GFI m 1 H2 , 20 9M GF1 12w 11 12 ism DIMrMrGFI m I n2 1 15 F INJAF0 aDo 13 14 ISM) Owwl m 2 no I 1 11 Rm, Land, IOkhW DI. W AFC, aw 15 11 10 11 15M w..h•r OFI m 1 H2 1 15 60a CIO AFG ODD ID 2D 1000 Dmr On m , n2 21 23 1200 I E.Ma W i del AFa m 1 N2 1 15 1.a..n A I N4Ymn nAFC, L0o 23 a 4m Ov—'. 3ua. 15 1 1 15 B.brnw AFC1 ow ow n 23 m 1w 0~11 dhaan AFO 15 1 n4 1 15 f..w.«/ Wow 1aa.FCI tmo MN.•etD2rrLtA.lLn..MO m 1 H2 1 m CCip.3. Door fit I= N 1000 a.4J. m 1 n 31 32 33 36 34 30 Slim- B 37 3e w 1 2 m A.N.U. rrD-VA in W.) •3i5 3e 4o 11 42 spa• LwN. 1. 4•a. 11ii—wlulYY IM. 1TSw 27100 Lp4.I••d t. 4.mana alaar a+l.4W.n./•I• DM -actor Calcuialonw. ABBREVIATIONS: APO: ARCFAULTCFLUITKMftftPMR NC: NON.CONCNENW TLD ON: GRCINDFAIILT1MMPnR ad iiiini w 1. 4.n.IM Yder 45500 FM1ww rftdl00% R.ndnrl .r. I4 Too tamp ar uc Yw 117w LOAD CALCULATION R BASED ON NC MON-COINQDENT LOAD Tad Cem•a1.4 La.e wp. 7Mw TaYI (.•IY 1210 Wh 1wf G•nxel Lighting a RNr WA Le•0 dd AR: .n F- 1 6010 Ckl1NN TM•Ivglb G.I..I W a aN Pan. A --- 11 7281 6010 150 AMP ELECTRICAL R15ER NOT TO SCALE. GENERAL NIOTtw A. ELECYPISCAL MATERALS AD wTALLATI" SHALL CQTLY W3 'M I LEC11aCAL rot"61" OF THE MM &U l EDIr1o4 (3aTU. LOCAL CODES. AAC POUR LOCAL PO COhrANY INEOal7iT8 B. ALL C01"=011d SHALL BE TYPE TT#NR1NN l3LE26 NOT® OTWOMOM P0111M CarA TRAIEPOR7•Ie PROV= 3.2AO CIL TEN • Iti CU N 2• CONOIRT OR 3 4AD AL, Ti • FB CU N 2' COFOUIT. (CCFOUIT TO TERINATE ABOVE SOM4T • OVE@IANW COPSNATION SERVICE M At DISCONNECT SWTCN AND DOG4 M ELECTRIC PETER IN T'LO NEMA 3111t ENCLOSlSE PANI'1 mB4NONE aeMvlct CASIa TaLroom BNrMANICE SERVICE WO ANN= VA@R'!NT mawRlw NTIMSYSTB'1 BODEn Til111"OL AT LOW VOLTAGE CONNECTION PROVIDE W Al". a0441P VOLT, I PHASE SECODAR'F-- 14 W ISIDRO= CROWD CONNECTED TO ILaCT1aCAL SERVIOL PROVIDE 3 4 COPPER (C W INEN CONCRETE CASED POOTIER STEEL PR 1-ICICIl " OIA SOLLE M PVC NC COWT OR PROVIDE 3 ELECTOCAL riSpvMgN6 OF TM Fmwaiw •JAD ALY'RYT (ALA IN 2" DIA SELLS SO PVC CDHOINT uNLEN ewtvi E isPROVCEO BY TE ELECT, NY CO cat To COOMDNATE RUIN TSE aaL'TRaC SAT" DIA X S PT LORD COPPER CLAD GMQSC MOD CDPIPAWY PIaDR TO aD. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX 407-7744078 wwwAbdoWSnVoup.com AA 11: 0003325 J Willi C SUSD]n 4 LOT. ABBOTT PARK LOT 11 BLK 7 PRO"' 04181.00 11072 UNLODZI.d 4EHB "2605-HAYDEN'1 GAPLAOM OWWO: RIGHT P'TIRST FLOOR ELECTRICAL PLAN 60 MPH EXP. IqIG/1l 2G21u DATIM 04/08/20 aHrs'r E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -i--1 my ouniT s rTF SNOLa POLa aW OUTLET w, CUTLET w of Cun ar teeD ro PRTCN OFl NOV CURET MiLl E APIDIRLM R (TA ER a2TEarTaw rtrrert RaSMTANT TYM eta, qm ET (4) me COW41=04 Wo wnerROCP opnXT dMM PAL? Nrawana aWRCN EIYTCN )-IU4T OPE! W aWTCM 4-ULAY OPER b "LL T'IOIIIIED LOW CELM LIONT © LED CLb LW2MT ©v p LED V/TOR FROM LOW O � VAPOR FWDOP LOW Omcom® ow eV W. Fr, I Opm PER .a FT. W%v kN4T N JR I oFl PaR an FT. � v AtaP. 2lY (aP.D. Tao MM ® low ARO >;c r NJIaeSCNT WMACRINCEW PANEL own ME" OSD. etas DETECTOR WALL �DenCTOR afirLAWGIde Crean MONOMMu� Dacm En ! L ED Q NOT Law WEN 4' FawANT LWtWT F> NAMRAL GAS TRAPH ! JACK Y24 NATEt WATER DTecanecT APt caleantoll DlacarAacr aaE nil w I� TMAVWOM JACK .DN Oypl ro ar N .A DA84C Of W ROW ep NOW AS S Y uw ItOR To ME SUPPORTED N CRLNO FANLNEW ACCORDANCE W OON MARKED Y 81"MR ma 24• NurDpcslr LUIR STRr 26' OW LAW? 4P /ICAIpKPNI LINK STRIP ILOOD LWtMf To- OPT natRTV Kwrpwo • P!. FUNI4MYTTCN TOR OIPl1 • LOGATKN OF TV JACK& 4 P►Dti OUnJM 4 FANS TO R VERPqw p NOTlOe6t PIe-GQOTPNCTICN • ALL 0 4 20 AM ERANCN CPtCUTa TO NE ARC PALT EC PROTTED PER aLKTtlCAL PRIOVW**o Q mm ArTY �ITIC•4 f2Efl) Nt0 2wjz 204 ad}tat • • A2 2I rT DEDICATED L►DRY CNDUT. • CPI 4 NLAPD (NOT ON IOTCWEM CP W) • DW aAam R DWOCNICT TO! LOOtAR N PANEL MATNIRDO I EwarrT FAN TO NAVE MK CAPACITY OF M CRT NIL lr"IW FM MACTRICAL PROVINONS OF ascr ONY moo !:� ORaw • PAuLT CIRDlR-NTE IVA"M PROTECTION Fat FERaOMEL am FEEDEe • WNEKI I'ITNOD WALL OE NDN METALLIC CABLE FV t ELECTRICAL PRAMPROF 4 QMAMIM fDJ, • ALL SOW TO COITLY WTN ELECTRICAL PRDVMDNe OP nlE Re[OR.rN mlfe�l) • 7P! s LtlYTNM1 MYT T eFCIMT TYF•[ PlIS i i I-------------------------J SECOND FLOOR ELECTRICAL PLAN BCALEVW • I'-m" limmnoxoowo M�f LED LIGHTING ® DOUBLE LAV. SATN 3 LED LIGHTING @ DOUBLE LAV. OaNER'S BATH i441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7748078 FAK 407-774.4078 W w W.abdealBn9roaP.com L AA /: 0003325 A O Y y d t� 4 �o swan►. as L02% ABBOTT PARK LOT 11 BLK 7 PROMM 04181,00111072 1[ODZIs 4EHB "2605- HAYDEN" GARA►GM sWTO: RIGHT P SICOND FLOOR ELECTRICAL PLAN ItJ60 MPH EXP. APR DAM 04/08/20 sCA1►=: 1/4 1'-0" s*1zzT E2 FIRST FLOOR PLUMBING PLAN SGALE: 1/4 • I'-O' `-------------------------j t v- SECOND FLOOR PLUMBING PLAN rCXI!. 1/4 • V-m' MAN 3 PLUMBING RISER DIAGRAM 1441 N. RONALD REAOAN BLVD, LONGWOOD, FL 32780 PH: 407-174-6078 FAX 407-7744078 www.abdnWgroup.com AA •: 0003325 Y J il4 $ C sysalV ae LOT: ABBOTT PARK LOT 11 BLK 7 04 18 00511072 MCID U 4EHB "2605- HAYDEN" aARAaa 8VWG: RIGHT PAGW. PLUMBING PLANS 60 MPH EXP. A AI NO BCAL C: 1/4"=1'-0" SMUT P1 HVAC NOTES L ALL MECHANICAL Ea)PMI+r ALL IN PROVIDED UN PROPER CLSAMOMA FOR SERVICM FM MIIS IEfifillorltiR 2. ALL DUCT SYSTEMIS INSTALLED N NON-0OND11I IONED AIIAb ikHLL of COMETR 1C7ED Or A VALUE OF NO L06 THEN 0-6 RATHL ALL GUM WALL SE SEALED SITS GLASS FAS a MASTIC. AND INSTALLED AS PER PSG 6TH EDMON (Wn) MECHANICAL MILDG CODE SECTION "S, 3 ALL ILEX DUCTS SMALL SEI APPROVED UL W CLASS 1 AIR DUCT AS FM NPPA 10A 2-DU 4. PIISM AIR NTAKM W& i� `!^'M aE LOCATED CLOSER THAN 10 FL FROM ANY 04 " W OR VENT OUTLET. OR SANITARY SSWER VENT OUTLET S. ALL 06+YST AND OUTSIDE AIR INLET OUCH &MLL Ss C"TRUCTED CP SMOOTM OALV. METAL OR OTHER MATERIALS AS PER I = ATM EDITION (20n) MELCWANr-4L CODE SECTION OM 6. ENCLOSED lU TOR► PLATPORM SHALL EE COPSTRICTED, N ACCORDANCE To PGC &TM EDITION (20n) POIC+AI KCAL CODE 60SU 'L SATMROOMM CONTANN6 SATWMW SNOYDM WAS AND SI'ILAR SATMNS PI)MONS SMALL tsa MaCMANICALLY VO4W N ACCORDANCE WTTM PSC 61M EDn10N (20n) MaCHANICAL CODE SECTION 46L w ALL 06+AU I D EATM ROOMSi, WALL HAVE U OER-OUT DOOM POR MAM-IP AN! TO SE RETURNED. TO EQUAL AN 06+A+STED. TL ALL PIRS RATED CELNGS AND WALLA fl "L NAVE AN APPROVED PIE OR P IPW& AKE DAMPER'S LOCATED AT CEILND OR WALL PENETRATION AND W /LEEVW WITH ACCESS DOOM TO RESET DAMPER ALL DAMPEIM SMALL SE INSTALLED TO M P& NEW. INDATW** AND PLC OTH EDITION (MM) MM MANICAL. CODE SECTION 601 M dMI' sn AND DI*USERS SHALL SE PROVIDED WTTM SALANGNIS DAPPEW L DIRTIER 00061E1t TO SE A PA WBC 4 DEP BOOSTER PAN OR EQUAL PANRCM DSF W DRYER BOOSTER CAPACITY 60 LINEAR PRT WTTM MAX. SIX ELSOILM LEGEND ® SUPPPLY AN DI PISER m RETURN AIR GRILL ® SNM40ALL OR I WY DIPPUM SOLD LNE■ SUPPLY TJILW SROKEN LS!• RETURN TRUNK 1 SALANCNS DAMPER OR OW 0 CELN6 EXMAUST FAN CELWA EXMAUW PAN • L10+IT O✓A OUTSIDE AIR m TMEUG10111TAT 19 PASS-TMRU AIR GRILL NOTE ALL AC TO HAVE PROPER PANS W/ DRAMS ATTIC CEILING O O EXTERIOR WALL PLENUM t y AIR RETURN SUCTICN AND LIQUID AIR SUPPLY y REFRIGERANT LINES SECURE STRAP TO CONC. CONDENSER W/ (2)-3A6W' TAPC.CNS SIMPSON WB ROLL STRAP y OR EQUAL AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE STRAP TO WIT W/ (2) EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB 4,� SLABSECURE MXI 1/4' SHT. MTL. SCREWS T TO IREFRICONDENSER UNIT PLATFORM RETURN COND NEWS. NITLIN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD IN AN APROVED DRAM, AS PER FBCR6THEDITION (20n) N NOTE, MAIN COND. DRAIN 3/4' DIA MECHANICAL BLDG. CODE SECTION 3012A OVER HEAD • FROM STRUCTURE HVAC DRAINS 9CORIATED NICKEL FML FLOOR BRONZE FL. PL. OR WgLL GOWTERBUNK CO. PLW 1'-6. --SEE SPEC BRASS PLUG �— FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M MSIDE SERIES NICKEL BRASS TOP CAULK P.v:C OPTI/SPEC FLOOR SLAB CLEAN -OUT (T NTO FIN. GRADE OR PAVING I'-S'XS' CONC. FITTM OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYPN r---- --� I I I I Qtulj IFROM KVVM ABOVE l II II 12XI2 F91w ■ I'------------------------ .�I X ,I STZi I I I Yl� 84 e' S/A �♦ II 1 I FROM ABOVE F3�FX III FOYER III III GARAGE FIRST FLOOR MECHANICAL PLAN SCALE, 1/4 " I'-0' O 0 i441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-7744078 www.abdosigngroup.com AA N: 0003325 J q 3 M Or atmDm Sc LOT ABBOTT PARK LOT 11 BLK 7 PROJSCTO 04181.000 11072 MODazt 4EHB "2605- HAYDEN" CiANA0a ffWWClI: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 60 MPH EXP. DAp-nrrJ , 04/08/20 acALE 1/4"=1'-0" B*Ec= M1 i i I----------- - - - J SECOND FLOOR MECHANICAL PLAN 8C,4LE. V4 " P-0' 1441 N. RONALD REAOAN BLVD LONGWOOD,FL32780 PH: 407-774-6078 FAX 407-774-4078 —.ebdmdgngroup.— L AA#:0003325 Y ABBOTT PARK LOT 11 BLK 7 1pnoa=T# 04181.000 11072 MODZ l 4EHB "2605- HAYDEN" GAlt"M 8WING: RIGHT PAGE. SECOND FLOOR MECHANICAL PLAN 60 MPH EXP. A?Y' 0 D � 04/08/20 BCAI.M 1/4'=1'-0" 2*9x= M2 2X4 TOP PLATE "LAN Y rP—M--FADUSS N' GLO:. DOA1® 1,12' ORriWLL TOO GEOM BT. — MATE TO GLAD W/ IOd MASONRY NAIL • 32' O.G MAX FIN. FLR 2X4 WOOD STUDS 024' OC, GLAD • STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR NOT LESS THAN 2xb, WHERE SPACED NOT MORE THAN 24' OZ. TYP. INT. WALL ( NON— BRG. ) 21 SCALE, 3/4'•I'-0' FIBEIisLASb SHINGLES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSJJ ON J' 0A.B. SHEATHING OR1,CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE -ENS TRUSS MTL. DRIP EDGE 2x FASCIA PER TYP TYP. - ELEVATIONS ON. VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8' GYPSIPT IN OR IF!' HKiH STRENGTH CLG. BOARD ENERGY CODE FORMS ATION R-VALLES 'RENCE STRUCTURAL ELEVATION —WIND UL INSATION WND /'—QU ATTAC4'7ENT AS PER MMACTURES SPECIFICATIONS SPEGIFIGATIONONb REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' OG. e' Cm IQ' GYP. ILL. DD. / WOOD BASE 0'-0' FIN. FLR� — a . b • 4 n W/ WINDOW OPENING S' PIA, GI.R" DO NOT GTlT mcm MAIN NOT GUT SOLID GROUT THE BOND W/ (U- 'S _ SEMI (2) CAD~ IIC.W PIPE THROUG I'-8'H BOND BEAM SCALl, 1/4•• FIDERIGLASS SHINGLES OVER v30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSJJ ON Oba SHEATHING OR COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY }� 0'-O' FIN. FLR a H TYP. WALL SECTION NO OPENING LET€ PER SECTION 9m5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 5 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM SCALE, 9/4'.I'-o' IS REG7UIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 4069 TYPE IV, OR ASTM D 6151 PM AM 32 mr�AP49FAWAL 11OUL004 ALL Lm �! FAET111140 TO .- A" FM OALI 67m ,.pmTono my o"41m To TRAM 111PAC" av /19\GAS LINE THRU BLOCK rq-'�GARAGE DOOR JAMBS FIBERGLASS SHINGLES Ix BLOCKING BETWEEN T1aJSSEB OVER ^� FELT PAPER OR SYNTHETIC PRODUCT, PER STRUCTURAL DETAILS INSTALLED PER SECTION FIDERGLA66 SHINGLES RSObJJ ON J' O.S.B. OVER -b0 FELT PAPER OR SHEATHING OR k COX SYNTHETIC PRODUCT, PLYWOOD SECURED PER INSTALLED PER SECTION PASTENER SCHEDULE mwb.0 ON J' O.SD. STIFFDACK AT ALL UPRIGFITS SHEATHING OR I' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE I'-tT I'.0• TYP. PRE-ENG LLD. TRUSS TYP. MTL. DRIP EDGE MTL. DRIP EDGE OH. OH. 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS If / ELEVATIONS SEE ENExR9YT CODE FORMS FOR VENTED SOFFIT OTRJC1URAL DETAILS VENTED SOFFIT PRE -ENS GABLE TRLbb INSULATION R-VALUES PRE -ENS. GABLE TRU86 WEEP SCREED PER ELEVATION WEEP SCREED S/8' GYPINI'T BOARD OR in.2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD S P.T. SECURED PER ST'ImJCTURAL DETAILS STRUCTURAL DETAILS R-4J INSULATION 1/2' THICK 2 COAT WINpOIU ATTACHMENT AB PER PORTLAND CEMENT MANLFACTUIES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY FENCE STRUCTURAL _ bQ P.T. FURRING STRIPS • 24' Or- 1/2' THICK 2 COAT 1/2, GYP. WL. DO. , Cm PORTLAND CEMENT PLASTER APPLIED WOOD DARE DIRECTLY TO MASONRY 0'-O' FIN. FLFL0'-O' FIN. FLR- ,C"N a�. — a. a 4 .. n W/ WINDOW OPENING n TYP. WALL SECTION N u NO OPENING 6 1—STORY GABLE BLOCK WALL D1 SCALE, !/4'•I'-O' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX 407-774-4078 wwwAbdoeWo up.com AA N: 0003328 a : J S 81UBDIV. Ae LOT ABBOTT PARK LOT 11 BLK 7 P3 D"=T# 04181.000 11072 MODRU 4EHB "2605— HAYDEN" GAIEAGS ewMG: RIGHT PAO& DETAILS 60 MPH EXP. FI6ERGLA66 614MGLE6 FIBERGLASS, 6NINGLE6 OVER 70 FELT PAPER OVER -50 FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION RWSJJ PER SECTION R5D5.0 ON J' Oha 6WEAT14ING ON J' O.S.B. 6MAT14MG OR p CDX PLYWOOD OR k COX PLYWOOD 6ECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WD. EP.R PRE-ENGI4D.TRU66- 24. OL MAX EL VVATTI—ON 24' OG. MAX. METAL DRIP E METAL DRIP EDGE BATT MBULATION 2x FASCIA PER REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER VENTED ION, I 5/6' GYPSUM BOARD ELEVATIONS ION_ SOFFIT TYP. OR 1/2' HKhR STRENGTH TYP CLG. BOARD VENTED REFERENCE I bQ FIRE -STOP SOFFIT STRUCTURAL -41 INSUL. REFERENCE W w � W WINDOW ATTACHMENT W AS, PER d' MANUFACTURES, SPECIFICATIONS BATT M16LLATION REFER TO ENERGY CALC6 FOR VALUES 5/6' GYPSUM BOARD OR 1/2' HIGH 6TREWiTH CLG.BOARD Ix2 FIRE-6TOP R•4JINSUL 9TId1CTUR14L 3/4' T 4 G 6UBPLOOR GLUED AND NAILED 3/4' T 4 G SUBPLOOR AS, PER NAILING 1/2* THICK 7 COAT G GLUED AND NAILED 1/2'THICK 2 COAT A8 PER NAILING SCHEDULE PORTLAND CEMENT �� SCHEDULE PORTLAND CEMENT RASTER APPLIED W PLASTER APPLIED DIRECTLY TO w DIRECTLY TO W < MA60NRT MASONRY J W ^ R IX2 FIRE-6TOP LEVRION DO FIRE -STOP L ATION 6EE STRUCTURAL SEE STRUCTURAL R EV ON R LEv ON SW GYPSUM BOARD 5/6' GYPSUM BOARD OR IA' HIGH STRENGTH CLG. OR 1/2' HIGH 6TRENGTH BOARD CLG.DOARD - ER — V TON oa FIRE -STOP Do FIRE -STOP R-4J IN6UL. R-4J IN6UL, 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY DO FIRE -STOP I W w W WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS IMPEFIENCE STRUCTURAL b:2 P.T. FURRJNG STRIPS • 24' O.C. 6' cm 1/2, GYP. WL. BD. WOOD NA6E 1/2' THICK 2 COAT PORTLAND CEMENT PLA6TER APPLIED DIRECTLY TO IX2 FIRE -STOP Ix2 P.T. FURRING STRIPS • 24' OZ. 6' cm 1/2' GYP. ILL. CD. WOOD B.A6E a. a. A. L ,a ,a n W/ WINDOW OPENING WITHOUT WINDOW OPENING SECONDYFLOOR BL OCK K BLOCK WALE, 3/4'0-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdwlgngroup.com AA is OD03326 a 8 I to Y AN BusD:v k L01% ABBOTT PARK RAT 11 BLK 7 PRD"=T/ 04181.000 11072 MCDErc 4EHB "2605- HAYDEN" GAV.&OM 8W MG: RIGHT PAGE: DETAILS 60 MPH EXP. DawT ATM. 04/08/20 SCALE: 1/4"=1'-0" sxEET D2 tr "K TO J��mi�zLJC PLAT TO Muc YV C2R MAIL& GemR. 2%6 6A1RAM DOOM DICK IW (S) ® VW A -MOLTS 4' VINIEWBtT MK UV 2'f0-Od 4114,E R AND NR SPACED Y PROM FLOOIR TO GARAOE DOOR H27R N JOINTS PRIOIR TO PR1NR 1.2X6 PT BLOM a CERER OF ® DOOR WADER IVKU)M'W J-80LTS 4' 111060HEW RV 2'XJ'XS' WASHM AND N)T. ACCORD MA IFACTURS" RMTALLATION INSTRUCTIONS W M SUCN NSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR ®BUCK ATTACHMENT !r?I I'X4' OR I'W' P.T. NAILER Ix4 P.T. OR %'X4' MIN. SECURE TNRU PRAME 4 EXTEND I Y4 INTO BLOCK W/ V TAPCONS (MIN. 6WANK 61ZE .145 MIN. WEAD 612E 3" MN. EMBEDMENT I Y4 WITHIN 6' OF EACH END t 18' OZ. MAX SPACING \`DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +6/4 A WDMW TO BLOCK 4 OR +& 4 E: T . 2X4: m SECURE TO BLOCK W/ V TAPCON6 OR (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIK EMBEDMENT I Y4 ) WITWIN a' OF EACH END t 18' OL. MAX 6PACNG. 2X6:m SECURE TO BLOCK W/2-V TAPCONB(MN. SHANK SIZE A45 MIN WEAD SIZE 300 MIN EMBEDMENT 1 Yi ) WITHIN a' OF; EACH END t 6' CM 18. O.C. MAX SPACING. V DRYWALL 2X8:m VX4' OR 11>0' P.T. NAILER SECURE BLOCK W/2_w71=M CASING (MIN. SHANK SIZE .145 [4 MIN. HEAD 61ZE 300 AMB OR WINDOW MIN. EMBEDMENT I Y4) TO 2X PER WITHIN W OF EACH END t MANUPACTUREB DETAILS. la' orMAX SPACING. 2X4s SECURE TO BLOCK W/ 9(�' TAPC4" (MIN. SHANK 612E .145 MIN. HEAD 61ZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 6. OP EACH END t NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE • 2Xim SECURED THROUGH SE&TO BLOCK W/2-Il(r' NON-STRUCTURAL i(t' TAPCON(MK GRANC 612E J48 TMIN. MN. HEAD 612E 30C EMBEDBED MENT INTO BLOCK MIN. EMBEDMENT I Yi) • CMU WITWIN W OF EACH END t ' DRYWALL 16' O.C. MAX 6PACING. *ATTAQ4 'X4. OR I7O' P.T. NAILER 2Xa:mSEA�STO BLOCK W/2' OAU5. X 4'MIN.(MIN. SHANK SIZE 14DOOR CASNG MIN. HEAD SIZE 300OOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) TO 2X PER WITHIN 6. OF EACW ENDANUFACTUURES DETAILS. IVOr_ MAX SPACING. NOTE: &HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK+1-1+1-8/ 8IS lA• wDJD01I TO HLOCIC t N.T . 2X4m SECURE TO BLOCK W/ Vo' TAPCONB (MIN. SWANK SIZE Joy MIN. HEAD SIZE 300 MIN EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' OG. MAX SPACING. MUST Be ON OUTSIDE t 2X6m SECURED TWROUCsW SECURE TO BLOCK WR-%' NON-STRUCTURAL V TAPCONB TAF'CON MIN. I Y4 (MIN. 61A W, 61ZE J45 EMBEDMENT INTO BLOCK MINI HEAD SIZE JIM MIN. EMBEDMENT I Y4) 6. CMWITHIN a' OF EACH END t }j• DRYWALL 18' OTC. MAX 6PACNCs. ❑ VX4' OR I'X2' P.T. NAILER 2Xbm CASING SECURE BLOCK W/2-Ilb' TAPO" m1N. SWANK 612E .145 MIN. WEAR SIZE 3W DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 TTACH TO 2X PER WITWIN 6' OF EACH END t MANUFACTURES DETAILS. I6' O.C. MAX SPACING NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 NOTE: 6141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +1-1 2' DOOR JAMB TO gg]OCK +2 1 } wDIDOw 70 BLOCK +1-1 i1 wINDOw TO BLOCK +2 1 4 " SCALE: T . " E: N.T.S. 2X4= SECURETOBLOCK W/ (MN. SWANK SIZE J45 MIN. WEAR SIZE _%" MIN. EMBEDMENT I Y4) WITHIN a' OF EACH END t NOTE, STRUCTURAL 2X I6' MAX &PACRYa "AT BE ON OUTSIDE 4 2X6= SECURED TWRpN Ya SECURE TO BLOCK W/2-%'NON-6TRUCTURA . W&' PCONS TAPGON MIN. I-Y4 (MIN. SWANK SIZE J46 M EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 . C'W MIN. EMBEDMENT 1 Y49 •DRYWALL WITHIN a' OF EACH END t b' OZ. MAX &PACING. 'X4' OR I'X2' P.T. NAILER 2Xatm SECURE TO BLOCK W/2-%' DOOR CASING; (MIN. SHANK 612E .145 MIN. WEAR 612E 340 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN a' OF EACH END t ATTACH TO 2X PER IS, OTC. MAX 6PAGNG. MANUFACTURES DETAILS. w w� roft"A"toew s.=WAN DOOR JAMB TO BLACK +3' %1 wDNDOI TO BLOCK +T 2X4s SECURE TO BLOCK W/ V TAP ONS (MN. SHANK 61ZE 145 MIN HEAD 812E 300 MIN. EMBEDMENT I Y4 ) WITHIN d OF EACH END t NOTE: STRUCTURAL 2X IB' O.C. MAX SPACING. MUST DE ON OUTSIDE t 2X6� SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL V TAPCON6(MK SHANK SIZE TAPC:ON MIN. I-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" MIN. EMBEDMENT 1 Y49 ly6, WITHIN 6' OF EACH END t CMU US' Or— MAX SPACING. x. DRYWALL 2X6,m I-X4. OR 1'X2' P.T. NAILER SECURE TO BLOCK UUR-%* 2ND 2X SECURE TO TAPCON6(MK SWANK 612E TRUCTURAL MEMBER rot, ,14E 2X2d WITHIN 8' OF EACH MIN. HEAD 612E 300 t 6' TO a' O.G. MAX MN. EMBEDMENT 04') CASING WITHN 8' OF EACH END t DOOR JAMB OR WINDOW 16, OTC. MAX GRACING. TTACW TO 2X PER MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3' ALE. N. TS . SCU BLOCK +3' - %SCN. 2X4s GECURE TO BLOCK Wits' TAPCONS(MN. SWANK SIZE 145 MIN. HEAD SIZE 300 MK EMBEDMENT I Y49 NOTE: 6TRUUCTURAL 2X WITHIN a' OF EACN END t MUST DE ON OUTSIDE t 18' Oa MAX SPACING. 6ECU14ED TWROUGW 2X6:m NON-STRUCTURAL. rXr• SECURE TO BLOCK WA-V4' TAPCON MIN. I-Y4 TAPCONWMK SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 WITHIN W OF EACHI END t ' DRYWALL 16' OG. MAX SPACE.Ks. 'X4' OR 170' P.T. NAILER 2X6m SECURE TO BLOCK WA-V4' w' OAD. X 4' MIN. TAPCONS (MIN. SWANK SIZE J45 DOOR CASING MIN. HEAD SIZE _WV MIN. EMBEDMENT I Ys') DOOR JAMB OR WINDOW WITHIN W OF EACH END t ATTACH TO 2X PER 18' Or— MAX SPACING. MAN FACTURES DETAILS. :wr n« w:�o ro ti� � tee wr Rtcs a+ DOOR JAMB TO BLOCK +9-7/18' G wLNDOw TO K + 7 16' 5, U 2X4s SECURE TO BLOCK UYY♦' TARO" (MIN. 614AiK 61ZE J45 MIN. HEAD 612E 3" MIN. EMBEDMENT I Y4') UTWIN 8' OP EACH END t NOTE, STRUCTURAL 2X IV O.C. MAX BPACNG. MUST BE ON OUTSIDE t 2Xim SECURED TWROUGW SECURE TO BLOCK WA-V4' NON-STRUCTURAL V TAMA" TAPCON MIN. I-Y4 (MN. 6HANIK 612E J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 39M MIN. EMBEDMENT I Y♦') 8' CMU WITHIN 8' OF EACH END t V DRYWALL 18' O.G. MAX 6PACNCs. a I'X4' OR VX2' P.T. NAILER 2X8a SECURE TO BLOCK W/I-1/4' rV P.T. X 4' MN. TAFCON6 CASING (MIN. SWANK SIZE JO MIN. HEAD SIZE 300 MIN. EMBEDMENT I V) DOOR JAMB OR WINDOW WT14N 6' OF EACH END t TTACW TO 2X PER W' O.G. MAX SPACING, MANFACTURES DETAILS. NOTE. SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +9 9/4' H w m + 4• LT . 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7744078 FAX 407-7744078 wwwabd"group.com L AA is 0003325 a� �s Is is 4 sv2s xv Z ZOT ABBOTT PARK LOT 11 BLK 7 Pnoj=T# 04181.000 11072 MODZX.c 4EHB "2605—HAYDEN" GAIRAOMB OWWO: RIGHT PAGZ: DETAILS 60 MPH EXP. PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13972.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FWA 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 F1.18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FLIS332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2027 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006A IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W WW.FLORIDABUILDING.ORG CONTROL DATE: 03/14/20 1441 N. RONALD REAOAN INLONGWOOD, FL 32150 PH: 407-7748078 FAX 407-7744078 www.AbdWpgroup.00m L AA is 0003325 i Y J a sUDDIV. as LOT: ABBOTT PARK LOT 11 BLK 7 PROJTaCT 04 81.00 11072 MODEM& 4EHB "2605-HAYDEN" OARAGM BIWIRNG: RIGHT PAOL` PRODUCT APPROVAL LISTING 60 MPH EXP. CJ OLN71.O NiMO•R.A O LORlAY R.• .♦ ®7 Q KICKOUT DETAIL • OL R. A A �aMp • ® L VOLD YLMp A R. A L OKAY AR.• L CLAY . R.. L OKAY . R.O 1 GR/AY . R. C 4L,R.0 R. • T{i R. C TOIGucw tl warrom FLAW • Op, o TM .orra+ ~~� MTV[Tow MAL POW. oate. r TWM ) COAT CR!(T rLA.TfR MM (cpw yr t Cover wle LATH V. FORrr 4aDRb rArQ halt 011T) LAP "YI Ml W Y,M1 Y✓l NALla NJItl�, I ? MN�TRaIa o� M •\\\v, NW7 ON CM I\ M MLL N.-Amm MCK Off PLLA Mtl as I ORAL) �. NLT j� "Twl YAL OR AOLOR oo rsr nw @COO na «.eLa Noar.0 Telr✓ �swseTxw eir mpm o.�aAr f• ma. wr ww MATIOWPOOMNOALLT PA.G.PAOM 4- DCL Mk .... WOOD SHEATHING OR CMU WRB LAYER M, STUCCO WRAP (FRAME ONLY) i' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOr4 A i ar_S 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRS LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — — — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO -' SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-84-1-Og, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) s441 N. RONALD REAGAN BLVD LONGWOOD. FL32780 PH: 407-7748078 FAX 407-7744078 www.abdaelp&oup.com AA 0: 0003328 V � O � s a till 1111 r XMDIV. 4 LOT: ABBOTT PARK LOT 11 BLK 7 PROJECT# 04181. 00 11072 MODZLa 4EHB "2605—HAYDEN" GARAGE > WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER - - - -- - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2B LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP t SIDES 9 DRYER VENT (BLOCK) BUILDING. PAPER OVER'WICK FULSH' PIPE THROUGH WALL 1\ 6' SELF ADNESIVE- FLASNAdG (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'CUICK FLASH' T VENT PENETRATION L f SCALE: N.TA ELEC. METEF VERIFY LO AP=A I V IC=Llr-1 V= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD Y\ VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED WOUSEWRAP FOR BOX MSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHMG APPROVED WOUSEWRAP BELOW CUT SUCH TWA' NO MEMBRANE ENTERS Box, APPLY TO FAA EDGE APPLY E-Z OVER 60 M .we D. FELT-PROVI SEALANT Al JOINTS AND INTERSECTIG STEP 01 STEP #3 STEP "S STEP #& OELECTRICAL RECEPTACLE 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH:407.7746078 FAX* 407-7744078 www.abdaolgngroup.com AA #: 0003325 Y d susD:v. J LOT ABBOTT PARK LOT 11 BLK 7 prnon CTo 04181.000 11072 aMODELc 4EHB 2605- HAYDEN" GARAGE 8VMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. Cj C ND A AR N DA MT 04/08/20 sCAXM 1/4"=1'-0" skuczT WA2 LEGEND DRAINAGE PLANE IWRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x--x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — 2� 2 1/2 k CORNER BEAD (FASTENER a SPACING 0 1' O.C.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C� BLOCK 1441 N.RONALD RFAOAN BLVD LONGWOOD, FL 32780 FM: 407-774-6078 FAX: 407-7744078 wwwAbdosigngroup.com L AA N: 0003325 J 10 BvsD:v. a� Lor. ABBOTT PARK LOT 11 BLK 7 Pnon=T/ 04181.000 11072 MODMIA 4EHB "2605— HAYDEN" GAP—tGZ BVING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. GOWTPUCTM O• IWOND woo *w"TMNO RI,lWTIVEDAWW CIAI101R MAMMA RAMOdb < \ 1MATMM PUMSTtYE 6TAR'1!R lTRIr / \� \\ WARMER 9 IFW"TIV2 pa i I \ � efl.r AD/lIOIG — d.ALVO MAL a ALr 'r RAewm PKLAAGWM on 6'. ' / w�boo`* arl , D I TRn GAP aWCAULKM \ s Oft A JW'ADM SIDING TO STUCCO ® BLOCK TO FRAME CTRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0S, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO 1441 N. RONALD REAGAN BLVD, LONGWOOD. FL32780 PN: 407-77443078 FAX: 407-7744078 wwwAbdWgngroup.com M •: 0003325 a Y b ETJBDIV. d IAT ABBOTT PARK LOT 11 BLK 7 P180JWT# 04181.000 11072 WODZU 4EHB "2605—HAYDEN" GAXA0i 9VDM: RIGHT PADS: WALL ASSEMBLY DETAILS 60 MPH EXP. /APR Dw04/08/20 8CA* =- 1/4"=V-0" eIEE= WA4 2x6 SUB-BANb W/I'x4' NOTCH • END, WRAPPED IN PEEL t STICK 1 DRIP EDGE �\ I` 1/8' TEXTURED FINISH • WOOD I �� 1/2' TEXTURED FINISH • CMU METAL FASCIA WRAP V FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) 1/8' TEMWED FINISH • UJDOD, V2' TEXTURED FINIGH • CM x . METAL LATH x x x x x x x x METAL PABCIA U✓fi,4P SHEATNMG x x x x x x ORU cm Uai6 LATER 1, x x x x x x i, STUCCO ~(FRAME ONLY) x x x x x x x x x x x x UJRD LATER 4, FORTIFIBERK x x x x x x x x x x x x x (FRAME �Y) x x x x x x x x x x x x x i FRAME OR CMU 2'u °tD O°ND (A Roapw. CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIr EDGE x x x x x x x x x x - DRIP EDGE METAL IGCK OUT x x x x x x x x x x x x x (REFERENCE POINT ©PLAN B ONLY. FOR WALL OFF x _ SET OF COMPONENTS) NOTE: NOTCH FOR 2X(o \� SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) ` 'DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) 1'1/8' TEXTURED FINISH • `\ /WOOD, 1/2' TEXTURED FINISH • CMU 2x& SUB -BAND W/I'x4' NOTCH • (Z)ELEVATION END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL SUB BAND DETAIL ® WALL METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/11 'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 3- x x x x x x x x �4-•. x x x x x x Ii f x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU PRE-ENG'D TRUSS TO BE CUT • x x x x x x x x x x x x x WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x FELT PAPER W/TEXTURED FINISH x x x x x x x x x x 2'x4'x4'-O' x x x x x x x x x x DRIP EDGE SCABBED TO TRUSS x x x x x x x x W/12d NAILS V-8' x x x x x (REFERENCE POINT O.C. MAX. x SQL' FOR WALL OFF SET OF COMPONENTS) 2x SUB -BAND W/Wx4' NOTCH • END METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND METAL FASCIA WRAP W/Wx4' NOTCH • * /� ®PL ,4I �l t ! END, WRAPPED IN PEEL t STICK DRIP EDGE EXTERIOR WALL -ROOF CEMENT • (FRAME OR CMU) ROOF EDGE FOR SUB BAND DETAIL ® WALL CLAR TDY W KIC -OUT 1441 N. RONALD RFAOAN BLw LONGWOOD, FL32750 PH: 407-774b078 FAX 407-7744078 wwwAbd@Wgngroup.com AA •: 0003325 8 • � � Q b ausarv. & LOT: ABBOTT PARK LOT 11 BLK 7 P1ton=T/ 04181.000 11072 MODZIU 4EHB "2605-HAYDEN" 0Aien0a 8WWQ: RIGHT PAGZ: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. 0 D � 04/08/20 aaAM 1/4"=1'-0' s WA6 TE-1 28'-2- 3'-6' m I I TOP IO SLAB 4• CONC. 4Wc� Ow SLAB I � 3 p- 10'-0• 1 V-8' i i 154• 2 $• � 4• PVC i CHASE to TOP of O LL SLAB U U I li oa i l 20'5" T 5' 11' 10" LL 9 li cw-+aL1z 1• ;1 V O ii �n WiiO F-2 4 o — — CWC-12x+�— i i 1.1 Rl — — iiOLdEp Y m a vi I li I UP TO 2ND FLOOR 4O �ii� I (FIELDVERIFY 8 EXACT LOCATION) Y 5 1 Y-0' iii 0 9'-5' 9'-3' 9'-0' 2'-8' 9'-4' n #3 TRANSFER STEEL I a0 za• O.C. MAX �, I 2 -0• FONCIN. EV EL. 0'FIN. Im 11 I it FM-16x18 _ _ m 4 4 7,$. LL � t? L — — — — FM-16x18 4 io a I e LL L---- FM-12x18 Y 6'-8' FOUNDATION PLAN SCALE: 1/4' = +'-0- 20'4' FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE *-0'-W. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION i-0'-0•. SEE SURVEY PLOT FOR NGVD. 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. 11.0INDICATED 05 BAR, OINDICATES #6 BARMNDICATES 07 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30•, #6 =36•), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON 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 #55 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 A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-131ASCE 5-13, USING: I'm = 1,500 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 i OF SLAB SUPPORTED 3'-0' O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6LA EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6-6 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. I TOP REINF. T.O.F. SHORT LONG FM-12x1B 1r CONTINUOUS 1B' (2)We (.)O'-0• FM-16x1B 16• CONTINUOUS 1B• - s -0- FM-20x16 20• CONTINUOUS 18 - s . -0- FMC-16x18 16• CONTINUOUS 18' - f - VARIES CW-12x12 12• SEE PLAN it - s - -w CWC-12x12 12• SEE PLAN 12' - s - VARIES F-24x24 24' 21' tr s a •-0• TE-1 8• SEE PLAN 8• -4' Il N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774.4078 www,abdeWp gmp.com AA t. 0003325 �aY Y gg aysDM de LOTil ABBOTT PARK LOT 11 BLK 7 FRIG CT/ 04181.000 11072 HODXL: 4EHB "2605-HAYDEN" 0ARAO! aWUM: RIGHT PAOZ: FOUNDATION PLAN 60 MPH EXP. DA04/08/20 aCALZ: 1/4"=1'-0" aktlmc'r si 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED _i a STEEL REINFORCING IN GROUTED {-' — - rfj, •• ° • �'° 4 CELL SEE PLAN FOR SIZE AND d a > CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS , 0 a SPACING REQUIREMENTS ygO l.. •{ GARAGE DOOR m m Jt W —�� ••. uj RECESS ML CL m a FM g � Ir y i 8' CMU WALL O 8" CMU WALL I , CORNER BARS, SAME SIZE AS BAR I m w e' O 1c }}.,, i a- I "'lll IN FOUNDATION WITH 30' LEG EACH a W = TOP OF SLAB ,JI� WAY AT ALL CHANGES IN DIRECTIONS I _. ' I SO THAT THE STEEL REINF. IS CONTINUOUS m w TOP Of SLAB LAB ' SEE -VARIES •I MATCH AMOUNT OF CONTINUOUS BARS CURB FOR MASONRY EXT. PORCH SLAB Will ISOLATION BLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER 1-STORY ( ) #3 18' EX7. PORCH SLAB SEE SLAB SCHEDULE TOP OF GARAGE 4' CHAMFER (I -STORY) I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE ��E/\\ �t0. UNITS SET AT ELEV: JOINT (WHERE •i -' 8'CHAMFER (2STORY) 89 24' W/1l2'ISOLATION 6' CHAMFER (2-STORY) / �F per' APPLICABLE) i SEE SCHEDULE 115 JOINT (WHERE APPLICABLE) •- • EE SCHEDULE i ^ WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST % AND BAR QUANTITY 06 3 AND BAR QUANTITY NUMBER OF BARS 0.. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE GARAGE C&E y4•=1'� S 3 CORNER BARS DETAIL DOOR OPENING Ey _ SCALE: 3/4"=T-0' SCALE: 34'=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL WI PLAN w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE Lu a PLANS FOR SPACING. SINGLE > N NEW REINF. BAR BTM. PLATE TO BE PT. O a SECURED W/ 2- PART a g PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2' CAPPED I EPDXY. MIN. EMBED SLAB W/10d MASONRY GALVANIZED PIPE 5 8', LINO NAIL 18" O/C STAGGERED. WIFLANGE 0 BASE O FOLLOW ALL MANF. ADDITIONAL METAL = SPECIFICATIONS FOR m CONNECTORS NOT GKG I = m USE AND REQUIRED WHEN NO UPLIFT IS PRESENT. ^ PREPARATION OF Cp rq W HOLE. Z C K SEE SLAB SCHEDULE SECURE FLANGE TO Q SLAB W/(4) 1/4" X 2 1/4- TAPCONS 70P OF LAB QQQ• T 4- CHAMFER (I -STORY) 6•CHAMFER(2STORY) e • s EQ. EQ.--SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION o SCALE:3/4"=V-0' (NO UPLIFT) 5 _ C V SCALE: 3/4'=1'-0" SCALE: 3I4'=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL WI 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 20 OR 24 WOOD BEARING PROVIDE BLOCKING i WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE s CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB WMASONRY NAIL 1 p SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE GGERED. 18" O/C STAGGERED QQ m Lu ADDITIONAL METAL CONNECTORS NOT d REQUIRED WHEN NO m Z 8' CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) vp L TYP 8" CMU FILLED CELL (.) .- ,-0' TOP OF SLAB - - 4 TOP OF SLAB ,- p.-0. TOP OF SLAB ' SEE SLAB SCHEDULE 2X WALL FRAMING 1l2' OIA. 91MPSON STB2 BOLTS S MINIMUM EMBEDMENT INTO GROUTED CELL, 4' FROM ENDS AND EXT. PORCH SLAB W/ 1/2" ISOLATION 7SEE SLAB SCHEDULE 4' CHAMFER (1-STORY) 6" CHAMFER (2-STORY) Z w 4 BAR SIZE 48 BAR DIA. >: > 4 e3 18• �L� L) 4 •- • 16" O.C. VERTICALLY MAX JOINT (WHERE M4 24" 4 1 •. APPLICABLE) i ATCH STEEL N5 30" SEE SCHEDULE 6" PVC CHASE 2 REINFORCEMENT PER SCHEDULE e6 6" PVC CHASE THRU FOOTING FOR WxD, BAR SIZE THRU FOOTING p7 42• AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRG WALL TO FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE PERSCHEOULE 9 SCALE: 3/4"=1'-p• NO UPLIFT) ( BLOCK WALL CONNECTION r1 THRU FOOTING L SCALE: 3/4"=1'-0' SCALE: 314'=V-0• IS N. RONALD REAGAN 81 LONGWOOD, FL 32780 PH: 407-7748078 FAX 407-7744078 www.abdeWpgroup,wm AA •: 0003325 Y � s Q G ABBOTT PARK LOT 11 BLK 7 P1tOJ>c " 04 81.000 11072 MODZX,c 4EHB "2605— HAYDEN" GAMAdRI OWWO: RIGHT PALM DETAILS 60 MQ E FKXA D A ABOUp"MCRA L AR NO 9V28 D � 04/oB/20 ■CALL': 1/4'=1'-0" sxD= S1.1A d N. RONALD REAGAN Bl LONGWOOD, FL32780 PH: 407-774-6078 FAX 407-7744078 www.abdoWgngroup.com AA R: 0003325 O b Q aUNDIV. de LOT. ABBOTT PARK LOT 11 BLK 7 PROJMT/ 04181.000 11072 MODS 4EHB "2605— HAYDEN" GARAGIC BMWO: RIGHT PACE: FIRST FLOOR DOWEL PLAN 60 MPH EXP. FIRST FLOOR DOWEL PLAN SCALE: 1/4' = V-0' TIE VERTICAL REBAR TO HORIZATIONAL REBAR HOOK GROUTED BOND BEAM TIE VERTICAL VARIES PER ELEV, TO HORIZONTL REBAR REBAR WI 10' GROUTED BOD BEAM Z VARIES PER ELEV. d a a N5 BARS F1 . FE I ;j 10" HOOK I ------------ Jf. - QJ J d • 4 d - �• •� • �� • d • d >f �• O CLEAN OUT REQUIRED - m 1'-0' K FOR INSPECTION m a •- ,�Ic � � ml _ � I . K d U 1-0 0`0 FIN. FLR. o TIE RTICAL REBARL17 • - d . TO HORIZONTAL . FM V _ d . REBAR W/ 10" HOOK �— BAR SIZE 48 BAR DIA. Z_� iO �" M3 1g' N4 24' rs 30 CMU UNIT DIMENSIONS I� ARE NOMINALSZES BAR SIZE ae BAR DIA. OFFSET METHOD CONTINUOUS HORIZONTAL/VERTICAL rs 36 pT az• HORIZONTAL/VERTICAL METHOD xd z4 MASONRY SYMBOLS * 3 SCALE:34"=,-0 — ��� REINF__ORCING �; ;�. G w o U 8 d NEW REINF. BAR SECURED W/ 2- PART a a I EPDXY. MIN. EMBED g 6", UNO = Q FOLLOW ALL MANF. N O SPECIFICATIONS FOR USE AND mPREPARATION Z W OF HOLE. `d. d Q d • d - - . d STEEL REINF. OF BOND.BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4•=1'-0" 1441 N, RONALD REAGAN BLVD, LONGWOOD, FL32750 PH:407-77445078 FAX 407-7744078 www.abdaft4poup.com L AA r: 0003926 7 IN reumm k xmil ABBOTT PARK LOT 11 BLK 7 PROJECT/ 04181.000 11072 MODEL: 4EHB "2605— HAYDEN" GARAGE 8VWQ: RIGHT ]PAGE: DETAILS 60 MPH EXP. ]PRINT Dw04/08/ 00 sCALE: 1/4"=1'-0" sDEEW 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 tl2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 1Od x 1 1/2• HOG NAILS. WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od 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. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAS T -CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 7. LINTELS SHALL HAVE 4• NOMINAL BEARING (4•). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36..177" • x 2 7/8• LONG, WITH WASHER Q 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0'. FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DE✓CWPTION REMARK O (2)2X8 BEAM SCHEDULE INOM INDICATES OPENING BELOW / T.O.B. =TOP OF BEAM / B.O.L. =BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O,$ = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (PI) WZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE J SPACING BBt MASONRY 3000 Sx16 (1)l5 (1)a61 WA GROUTED SOLID B82 MASONRY 3000 8x8 I WA GROUTED SOLID 'CAST—CRETE' SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8"PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8• PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8• PRECAST & PRESTRESSED U-LINTELS 41m`�aSm SAFE LOAD - POUNDS PER LINEAR FOOT aSq SAFE OAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH I Rso wN sta wool alo4e waae weal TYPE LENGTH Slk ROM TYPE LENGTH — war —it roar dart roar wm4T wosr rm4T I wool wnrt wear dart 1 Roan SUS wall wlaw wall wool w4I-w wwo rims ad 14=1 PRECAST 2281 i aNa fie SW AM %W ad 142') PRECAST 1078 1021 t698 ad (42•) PRECAST im soni 4m i fie 7m i i fill 1e7 W4 WildI1m Im i I i 4M i 4w 7w 4'd Na') PRECAST Imfill i Dal i i w nM ow rd (4n PRECAST 7S6 788 1809 rd Ne') PRECAST no ani us4m i wo ma i Ii low tm i I i pa 4m i on rd (N-) PRECAST 1m I'm mo en ae an ee i 1 rd PRECAST 692 891 1075 fd Mn PRECAST Iw po 10w ISM 4w 4MI am no4m fill ?wrn low am Im Im i aw i 4w 47/1 en F-CIm or) PRECAST 1217 i am i ON 94• (a.) PRECAST 411 411 '146 94• (8n PRECAST ,ow , ma i Isis mfin i fa47 tfia 17w » i i m1 4m S-1C (10 / PRECAST +06i Its ,m INN i i m awa 8•-10• m PRECAST 340 3E9 SIR a-10- (M( PRECAST w i 7q/ i Mp 111 i 4m m Iaa I i i m I i 41a rd cm PRECAST owun man am i all m i rd C78') PRECAST 607 M1 40 rd (mil PRECAST m i i an wa i i m /w I i I i all I i I all Td On PRECAST '143 ml Im ma i i fifi i Td (90') "MAST 424 6S4 Td (90•) PRP3'116T m mf oil Im i i i am 4wa 7a i /w I i i 1 m/ i a4• (112") PRECAST 664 m !me Im i 4m i all P4• (11T) PRECAST 828 612 280 a4• (11T7 PRECAST w m 1 all i m an tw i i i on m I Im I ISO i 1 i ell tad 1 ( 476 m m ,an i 1fm alw i tOd (128� PRECAST 2N 40t 18D tad (12� PRECAST m an w , , w, w tm tea i im 4p ON m I two /4n IMA i ell i1V' (1ST PRECAST S82 m w 1m UN i as 4m 1I'd (13r) PRECAST 200 482 154 11W (13r) PRECAST 04 w m tm 1m m on i Iw am I as 41110 4" m I mael witeel taw *"I as (144•) PRECAST 317 w m /p i am i i 124r (1M') PRECAST 244 4012 IV trd (14f) PRECAST 470 4e m m , "istrd w w 7p Iw ao i m m m I w Ingel Saw Mo, i 1rd (18r) PRECAST 29S 471 m Iw Im Im er i I,.,(18D') PRECAST 217 S24 110 tr4• (18D') PRECAST 4w m w m p I Im m tw "a NOW nu i 4r 4e 7e tw 1e7 1fd (18r) PRECAST 2"442 a4 m tm i tw as 1Am trd (188� PRECAST 206 2p 100 14'd (78n PRECAST w m m m m tm m we i Iw !W 7aa 410 4e 1 m i te7 tfd (111T) PREilRLBBED NA Ill wl M M M M Ill W-r (178•) PRFS IVNE) NA 2S4 91 14•d (7M) PR» p m p m m I med wa m m m IIfi tm 4e m ,w tm i 7i11, all 1B4• (1S4') ABIII®8ED NA IIl M M Nit w MA Ill lai• (/81D PRESTR®8FD NA 269 a/B4. ""I PRESTRESSED p m m m m I w O m m at i 412 Ito tm Im i i 7aa 1T4• 0Dr1 14189TIEs® NA Iw M M M M M 1T4. 04001 PMMF400 NA 104 M 1Td Rag PR®1R®SED w w m m m m w M m m an m un m w m tm ww Ila ew ir4' (�) PRF N'R' m w M Iw w wl Ill ta4• Mn PSESTII� NA 148 62 tr4' t l PRED w w m m m m 4a m as w 40 w tm m m m Iw tm tw t7w 21V' 07&r) PRbTREA� NA M Iw MI MR Ill M Ill 21.4• Gm7 PAE6111fl� NA 126 D 21'd R88•) PRE /e w O m m m m to w m w 1. i ,4e Ill w m m as w 2rd ( ') PRINTRPlSED NA Iw lw Ill IR wl Iw tw 2zd NA 118 b 22'd R849 PRF3I w w m m m fil 14"- m ,o al m w wa Im Im (�1 PIIAS7R1®® NA Nl Ill M M Ill M M 2Cd Pa99 PRE87T NA 97 87 2rd Gb99 PRE 2 wI T111r m m w m as2rd m m m m w w tm tm (a) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (0) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALL13 TAKEN FROM •SAFE LOAD TABLET BY CASTCRETE MAY 2015 EDITION -PRECAST PRODUCTS BY OTHERS TO MEET OR R9iCEND VALUES RATED ABOVE • ALL PRECAST PRODUCTS ARE TO SE *WALLED PER wMAffACMiAS WECFMTiOPR • PROVIDE IM4BA C OF BEARING PAST EACH SIDE OF AVSDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE l: IM126.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4' = V-0- 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.ebdoolin6roDP.tom L AA 8: 0003325 a Y C �e Y sUBDIV. 411a LOT ABBOTT PARK LOT 11 BILK 7 FROJi)CT/1 04181.000 11072 RAO MODZIA 4EHB °2605—HAYDEN" OA! 8 wwo: RIGHT PAOM: FIRST FLOOR LIFT BEAM PLAN AND NOTES 60 MPH EXP. #15 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK M5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3M'=1'-0' OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM —N5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS D AT CORNER STEP SCALE: 3/4-=1'-0' OF \? oil PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED WI GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR TYRelxlr 1M5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE e5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING � B" HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) e5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1 TWO COURSES ARE BOND BEAMS WITH A e5 BAR IN EACH COURSE. TYR SIXIS" S. 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 105 TOP OF THE LINTEL. I. B• I. 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. \ I / WIDTH • OF e5'S, IN BOND BBEAMCOURSEE / \" 16-1 l B ,,"q _py5���f� NOMINAL' HEIGHT ig' p OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX- 1T/116MB INDICATES A DOUBLE BOND BEAM S OF #WS, BOTTOM AND XFXX - 1T/01A. INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT 18 THIS ENGNEER'S INTENT AND XUXX- 1T/i M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND xuxX - 1TAMIOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST •31/4' WINDOW e SILL Z i SLOPE TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SCALE: 1 1/2"=1'-0" SINGLE ifs CORNER I BAR, 3Dx30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE e5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BONO. SEAM CHANGE CHANGEIN 7 ELEVATION OF BOND BEAM J4� 8x18 DBL. BOND TOP OF BEAM W/ (1) 05 BAR BOND BEAM EACH COURSE Bx8 BOND BEAM TOP OF W/ (1) NS BAR .y BOND BEAM GROUT SOLID FROM LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL WI (1)e5 BAR (L2) MASONRY LENGTH OF BAR = WIDTH OF OPENING-7 BEAM DESIGNATION OR 2 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS rOc , WOOD SECLLDII FACM VAONG 4 =2" MN. 2 }' MAX ti=2}'MIN, S'MAX >V =1 }'MIN, 2 }' MAX 2}' MAX d. -2' MIN, 2 }" MAX 3.=2}MIN. WMAX �a A:1 }'MIN, 2}' Ad _ }' MIN, 2 }' MAX 4. =2' MIN, 2 }' MAX L=2}'MIN, B'MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: (6 = END DISTANCE '. = SPACING BETWEEN ADJACENT FASTENERS IN A ROW M = SPACING BETWEEN ROWS OF FASTENERS y = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. 1441 N. RONALD REAGAN BL L.ONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 WW Abdes18 9mp.ao- L AA •: 0003325 1C 4 mo aunDiv. 4 I.OT. ABBOTT PARK LOT 11 BLK 7 PnoiwT# 04181.000 11072 MODZIA 4EHB "2605— HAYDEN" OAItAOZ WWWO: RIGHT PAOZ: DETAILS 60 MPH Ey. ItINT Dw04/08/20 scALZ: 1/4"=1'-0" aI'IZZT S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/7 HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 1Od x 1 1/2' HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IOd x 1 1/7 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 MANUFACTURERS SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE. CONNECTERS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS, 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 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. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. TRU83 MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS Wl UPLIFT IN EXCESS OF 2,500 L138 SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAWCOFFERED 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. COLUMN SCHEDULE MARK 81m a BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 )Ti'x5 %i') SYP. HTTt W/5/8' DIA x S 5/53,tA PT., WOOD POST EXP. BOLT f--------1 FIRE FLOORB�� 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS i 3/4" PLYWOOD I DRAFT STOP �I PRE-ENG. FLR. JOISTS ICI 2X4 NAILER FOR DRAFT STOP 3/4' PLYWOOD DRAFT STOP PLAN VIE DRAFT STOP DETAILS 8M1 TO (2141 S PSON LGI.W4&808 W/ TROT HO ANCHORS AND (4 SDS SCREWS TO BM1, BL( PLYWOOD EA. SDI FIRST FLOOR FRAMING PLAN SCALE: 114' = 1'-0' 1-0ST 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-774-4078 www.abdoeigngroup.com L AA N: 0003325 a: oilC Mill mumGm ae LOT: ABBOTT PARK LOT 11 BLK 7 PRO"MTN 04181.000 11072 MODEIs 4EHB "2605- HAYDEN" GARAGE BWMG: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 60 MPH EXP. {1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 } NAILS TO TRUSS 42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 J/" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) {1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 J" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 }" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE 'ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP #2 2' x 4•. 6", 8" x 4'-W MAY BE ADDED W/ 1Dd NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, LA430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1a lb 1c TYPICAL TRUSS/ GIRDER CONNECTOR(S) 1F109m 4500 3/4- WOOD PANELS Sow (2) 1/2' WOOD PANELS 60 (2)112' WOOD PANELS 90 2x LUMBER ;e . 3/4" T 6 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG WOIST 5/8" GYPSUM BOARD OR 1n" HIGH STRENGTH CLG. BOARD SECURE WOIST TO TOP PLATE W (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING M' GYP. WL. BD. 4 I -JOIST CONNECTION L.B.W. SCALE: 3l4'=V-0" (NO UPLIFT) OUTER 1/3 ( SPAN ONLY BTM. - PLATE DEPTH 1/4-0 —HOLE EDGE >518' —HOLE DIAMETER <215.0 SGL. STUD AND BORING LIMITS 8 SCALE: 1 1n'=1'-0' EDGE >518' HOLE DIAMETER < 3/5.0 DBL. STUD ENGINEERED WOOD TRL 0 24- Or-, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 } NAILS TO GIRDER, PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVYUPLIFT CONNECTOR PLYWOOD SHEATHING, SEE 'ROOFNVALLJFLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP #2 2" x 4', 6". 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. \—A41) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) (1' x 5• TITEN HD TO CMU AND (12) SOS }• x 2 } TO GIRDER B{1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) } x 5' TITEN HO TO CMU AND (18) SOS k x IX2 2x WOOD FASCIA 3"TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2X SECURED W/ (3)16d (2) } x 57ITEN HD TO CMU AND (18) SOS }• x 3- GALV. COMMON NAILS. 1x2 SECURED W/ IOd MASONRY BONG SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM SEE SCHEDULE ENSURE THAT CELLS ARE GROUTED 12" 01C SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = S885 LBS (2 PLY MIN.) 2a 2b 2c TYPICAL ROOF GIRDER CONNECTORS) � BACI®IBDCI( THOM I500 WOOD PANELS e000 wooD PANELS eo �,IU-'. n WOOD PANELS IXI MER LSTA1220 GAUGE W/ ,OdK1l2 HOG COMMON NAILS. EACH END TOTAL OF 10 LVLA-JOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. 7• EMBEDMENT TO SLAB 6 (18)16d x 2-in" NAILS TO POST., �S,T DIRECTLY 4. a 4 LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4•=1'- ' v/Ly a" EMBED (14) 10d GALV COMMON NAILS TO/HEADER AND (2) tOdx1-1n' GALV. NAILS. TO JOIST FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 314" WEDGE-BOLT/J-BOLT, 5• MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1n• GALV. NAILS TO JOIST FL#17241 C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS W/ (4) 314-" WEDGE-BOLTIJ-BOLT, 5" MIN. EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1I2' GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25I10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4- WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10) i6d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75116 G < 3455 LBS, U < 210 LBS WI (8) 314" WEDGESOLT/J4BOLT, W MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dx1-1/2- GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=l'-0" 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4)) MAX., OR 2.4 STM. CHORD BRACING 101-W OIC MAXSECURED W/ (2) 10d COMMON NAILS AT EACH CHORD # 1100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4)114' x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 19M UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 IOd TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3l4'=1'-0' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d 0 EA.ft(2) TRUSSES WHERE TRUSS (DIAG. BRACE TOX-BRACING IS PRESENT AT COVER 5 TRUSSES)4'-W O.C. (AT SHEATHING 014r TO 30-0- (1) -r BRACESEAMS) 30-1- TO 60'-0 (3) 7C BRACESECURE 2x8 PT. PLATE (1) "X" BRACE 0 CENTERTO 13LK W/ in" DNA. (2) "X' BRACE DIVIDED EQUALLYANCHOR BOLT W/ 2" FROM CENTER TO END.WASHER SET IN HIGH 2x WOOD FASCIA,STRENGTH EPDXY 6' SEE ARCHITECTURALMIN. EMBED, AT 32" OC 1x4 DIAGONAL BTM. CHORD PRE-ENG GABLE TRUSSSECURE GABLE TO 2x8 BRACING, SEE P T. PLATE W/ 12d's 8' PLAN FOR LOCATION STIFFBACK (AS PERO.C. MAX MAY NOT BE REQUIRED TRUSS ENG)CONT. 2x4 SECURED W/ 1 Od's ®EACH TRUSS TO BE INSTALLED 0 BTM. CHORD OF 101-0' O.C. MAX. WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN INTERSECTION TYP. BTM. CHORD BRACING SCALE: 3/4"=1'-0' 24" 24' MAX. M I-OSST sW END 8" MAX. END w/I•JDIST TYP TYP ACIN E F ING PLAN NO OF MAX MAX MAX LEDGERBD. 1n'IXP. (2)IX83YPPT. W FROM (2)2XI2 BYP PT. WVEXP. BOLT1111OLT W/2' LEDGERBOARD EDGE LEOGER BOARD TO BOLT/J8(1LT W/7 WASHER A 51n• TO BE USED I. ENSURE THAT EXP. BE USED WITH LJOIST WASHER 6 5Irr MIN. EMBED. (fYP) WITH "DIST 80.TS/J_ep-TS ARE PLACED MM. EMBED. (TYP) INTO GROUTED CELLS. W ALL MOUND BOLT. FRONT 2. SPLICE OF FROM AND REM LEDGER LEDGERSHOIJ DLAPAMINOF 'I Z 4 d. .�`2}� i 3. ALL BOLTS TO HAVE WASHERS (2) 2X12 I' m 4. EXP. BOLTBIJ43OLTS SHOULD SW PT NOT BE ANY CLOSER TIIA/18' Z 5 C. . i m 5. ONLY LEDGER IN DIRECT m (2) 2X8 CONTACT (REM LEDGER) MT REAR CMU REQUIRED TO BE P.T. LEDGER In SYP PT FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE 90 VACM a3M 4L BPAC#10 A DOUBLE SYP 2X8 1n" 8' MAX. 24. O/C MAX. B DOUBLE SYP 2xl2 (2) W4• 8- MAX. 24' O/C MAX. I -JOIST WOOD LEDGER DETAIL 1 0 SCALE: 3/4"=I'-0' SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE314'=1'� THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4-=V-0' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 401-7744078 wwwAbdeWpgmpxam L AA #: 0003325 iY J $ 6 4 mo B/VBDM 4 LOT ABBOTT PARK LOT 11 BLK 7 PAOJSCT# 04181.000 11072 MoDsILd 4EHB "2605—HAYDEN" GA,RAGs 9VnN0: RIGHT PAGE: DETAILS (I —JOIST) 60 MPH EXP. SIMPSON H6 W/ (8)Sd COMMON NAILS 2x STUDS SIMPSON HB WI (8) 8d EACH END COMMON NAILS, EACH ENO EVERY STUD OR ON EACH END OF BUNDLE' OF STUDS PLYWOOD FLOOR SHEATHING S PS W1 I D BTM. PLATE STRAPS WI 10d x i SLATE STRAPS Jolsr LVL 12"HOGNAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3/4'=1'4r #8 WOOD SCREWS x 2" LONG a 3' O.C.; STAGGERED OFF CENTERLINE 3/4' AS SHOWN B' CMU WALL REINF PER PLAN PER L ATION�4"314• LL BCREW PATTERN = IJOIST (SEE FRAMING PLAN) V T (2) 2x4 P.T. W/ DBL 2X12 SYP 92 LEDGER. SEE MASONRY NAILS 02 12. O.C. BOLT SCHEDULE. 10 S3.1A. 1X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL `� SCALE: 3/4"=1'-O• #8 WOOD SCREWS x 2' LONG ® 3' O.C.; STAGGERED AS SHOWN . 2X8 SYP 02 LEDGER. SEE BOLT SCHEDULE, 1NS3.1A 8" CMU WALL REINF PER PLAN PER ELEVATION LLO +' dCRE1N PATTERN yy PER ELEVATION 8 24. IJOIST (SEE 2x4 P.T. CEILING FRAMING PLAN) NAILER W/ MASONRY NAILS 12. O.C. 1x2FIRE-STOP SECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4'=V-0" PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING O PRE-ENGD WOOD SEE SCHED. BELOW lr�L� ROOF TRUSS NOT SHOWN FOR CLARITY) TRUSS (TYP) @ 24" O.C. MAX 0 2X4 DIAGONAL BTM. CHORD FM FLrVATION BRACING, SEE PLAN FOR FOR STRAPPING LOCATION �.,,. VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN 5/8" GYPSUM BOARD OR 1/2" HIGH ' D1A. ANCHOR BOLT W/ 2" W/ 1/2'A - SIM PROTNOMPTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH U < 9W LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32'OC MAX. B - (2) SIMPSON WTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LSS WI (14)1 Od BELOW FOR PLATE W/ 12d's 6" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2.6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONIC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING • O• SIMPSON SPH4 OR SPH6 STM 12" GYP. WL. BD. AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2)1 Ods EACH FILL ALL HOLES, DO NOT USE 10dx 3" 12w WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED ®1d-0' O.C. MAX. EPDXY 5-12' EMBED. MIN. S 16' 10a 10b 10c OC MAX. SCALE: 3/4 =l'-0' GABLE END BRACING W/ PRE-ENG r:"\x-GABLE TRUSS @ CMU WALL °` T TO POST ° A - SIMPSON MTS-12 U < 900 LBS W/ (14)10d GALV. NAILS. • a B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4'k3'SDS, (1) SM- A.T.R. TO HDU4 AND (10)1l4" X 2 12- SOS TO POST TRUSS CONNECTION @ L.B.W.�T,D,, SCALE: 3/4"=V-0' A6B - SIMPSON ABU44Z POST BASE <U:1,000 GA660 W/ 518 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN, 7' EMBEDMENT TO SLAB 6 (26)16d x 2-12" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdsWpVoup.com L AA #: 0003325 i Y Y J SURDIV. 4 LOT ABBOTT PARK LOT 11 BLK 7 PROJECT 04181.00 11072 MODEL: 4EHEI "2605—HAYDEN" GARAGE EWWO: RIGHT PAOE: DETAILS (I —JOIST) li�60 MPH EXP. Cj DATE, 04/08/20 SCALE: 1/4"= V-0" Macro S3.1B VTCR SPACING (1) AT EACH END VTCR AND F-O" O.C. MAX. � al Li SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE: N.T.S. 1441 N. RONALD REACLAN BLVD. LONOWOOD,FL32750 PH: 407.7748078 FAX 407.7744078 wwwAbdosigngroup.com L AA •: 0003325 Y �11 I I ITI aysDM Z LOT ABBOTTPARK LOT 11 BLK 7 PROJMCT# 04181.000 1072 MODMU 4EHB "2605-HAYDEN" GARAGa 81"WO: RIGHT PAOBM: DETAILS 60 MPH EXP. 5'-8• 17'-4' 14'-0• 2'-8' 4 In UU o O w J T LL 9'-0 314• TOP OF DECK OPEN M i � c d MOTT- ---------------------- i J 5'-4' 7'4• 7'-0• 7-0• 21'-8• 1 B'-0' 39'-0• SECOND FLOOR DECK PLAN SCALE: 1/4• = T-0• 1441 N. RONALD REAGAN BI LONGWOOD, FL 32780 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.eom L AA N: 0003325 Y 3s MM aU7SDIV. ea LOT ABBOTT PARK LOT 11 BLK 7 PROJWT/ 04181.000 11072 MODZU 4EHB "2605- HAYDEN" GARAGE B WD40: RIGHT PAGE: SECOND FLOOR DECK PLAN 60 MPH EXP. Cj 7TJP SECOND FLOOR DOWEL PLAN SCALE: 1/4' = 1'-V i44i N. RONALD REAGAN St LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774a078 wwwAbdesW0wp.com L AA M 0003325 �aY Y G 9OUNDM ac LOT: ABBOTT PARK LOT 11 BLK 7 P1 o"=T/ 04181.000 11072 xoasrj 4EHB "2605-HAYDEN" GAieAas NWMG: RIGHT PALM SECOND FLOOR DOWEL PLAN 60 MPH EXP. 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' HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 1/2' HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4- NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36..17T ° x 2 7/8' LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SUE D9WMPE1 M REMARK O 1 (2) 2X8 BEAM SCHEDULE OZAM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. -TOP OF ARCH I T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, 0/C = ON CENTER, F.E.S. - FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (pa) SIZE m" REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 801 MASONRY 3000 8x18 (1)#5 (1)#5 WA GROUTED SOLID BB2 MASONRY 3000 8x8 (1) #5 NIA I GROUTED SOLID SAFE GRAVITY LOADS FOR 8' PRECAST 8 PRESTRESSED U-LINTELS `4a�wee SAFE LOAD - POUNDS PER LINEAR FOOT TYPE elk wo rubs w% nos nos nos 5_ a_ _ LENGTH $4' l4n PRECAST 2231 Y4' (4n PRECAST ISIS 4r4' (641 PRECAST 168e V-C (641 PRECAST 1217 V 1W (M PRECAST 1082 erd (m PRECAST go r4' (en PRECAST 743 84' (11r) PRECAST 5" 10V (128) PRECAST 475 11r4- (13n PRECAST 382 lr4' (144') PRECAST 337 174' (1W) PRECAST 20 W-W (len PRECAST 279 lard (17n P NR 184' (184-) PREUREBS® N.P lr4' On PRSITENW NFL 184' C/M PRESRE88ED NR 21'4' PM PRE N.R. 2r4' (2849 PIB1RESM NR 2e-0' PR@7AE mr7"1=3mr,—"ml Om�0�0� 0■.700©D�i.7 ©m0000![� ©omomoc� IooaQ���^I m®m000ry OmC7000[� mmoomo© oo®oomr� o©®000s� ©®O�OC7 oom©moc� OD®©D�L7 0000mom oa�a4000A 0©■:7810©©67 00000m�a ©©o©©owa (' NR in - >A 4M 444 M 1� t7L (8) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. • ALL VALUES TARN FROM'SAFE LOAD TABLES' BY CAST MM MAY 201e EDITION ALL PRECAST PRCOICIS ARE TO SE WSTAUM PER MANUFACTURES SPECFICATIONS SAFE LATERAL LOADS FOR PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8' PRECAST 8 PRESTRESSED U-LINTELS SAFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT PLF TYPE "„" .�. RCMU _ --.--. TYPE I r84T I Bran I Fi64T I VJIMT I VWT I ►ern I /13-1T 3'4' (CM PRECAST I= 11024 16ee V4' M PRECAST P-0' (4n PRECAST 786 7e3 130e r-W Ne9 PRECAST 4'4' (e4') PRECAST 6e2 eel 1073 4'4' PC) PRECAST S4' IN-) PRECAST 411 411 T46 84' (e49 PRECAST 17-19- Mn PRECAST 240 33e Ole 5-10' cm PRECAST 84' CM PRECAST W M 400 S4' CM PRECAST r4' Mn PRECAST 424 534 383 r4' Mn PRECAST 84' (112') PRECAST 32B 512 230 84' (112") PRECAST 104' (12n PRECAST 204 401 180 /0'4' (12n PRECAST 11'4' (tan PRECAST 20D 462 154 11'4- (13n PRECAST 1" (144') PRECAST 244 402 137 lr-W (144') PRECAST W-C (ten PRECAST 217 324 110 W-C (ten PRECAST I'm (ten PRECAST Zee M 100 114' (ten PRECAST 14'4' (IM PWTMM NA 2S4 m w4' (17n PRB1RE89® lf-C (1841 PRES1RSIM N.R. 2ee a 184' (18n mwnmm 1r4' PM PRIVII113M NA. 194 M 1r4' PDn pmwm S m 184' (2329 PRIMIRE88ED NA 148 62 184' W29 21'4' On PREMMM NR 125 42 21'4' PM PR0FnWM 2r'p MMI PREBTIOW NR 116 40 2r4' PC) PRE 2V-V Mn PRE11ITFIRIM NR e1 33 ZV4r (ten PREFIRE88ED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. PRECAST PRODUCTS BY 0TI*M TO MEET OR EXCEED VALUES STATED ASOVE -PROVIDE M8i8UM C OF REARING PAST EACH SIDE OF WIMM OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE 8: 1"126.03 F=---------------------------------------------------J#� 1 1 1 ♦ 8F18-1 TIOMI08 8F8-1T/OM/06 8FB-lT/OM/0B 1 821A,1 1 1 1 GT ♦♦ I 1 L BF16-1TIOM/OB i 1— — — — — — — — — — - 1 I � 2.1 1 I 8F78.1 T/OMIOE 1 1 -------------------- - - - - - - U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 1 T4" I ♦ 1 1 ♦♦♦ 1 1 I ♦♦ 1 1 4 1 1 1 1 1 1 i 1 1 BF16-1T/OWOB 1 8F16-1T/0M/0B 01 — — — — — — — — — —` --------- SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = l'-0" 2441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 wwwAbdosWgmup.com AA 8: 0003325 h 6 aUBDIV. :e LOT ABBOTT PARK LOT 11 BLK 7 PItojmcT# 04181.000 11072 MODMU 4EHB "2605-HAYDEN" GAJtAGa BWMG: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 60 MPH EXP. DATZ: 04/08/20 OCAIX: 1/4"=1'-0" aIEcST S5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/7 HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/7 HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/7 HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .17T' x 2 7/8' LONG, WITH WASHER @ 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0'. FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. 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. !. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. NTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK 8LM • EASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 Y4'x5 Y2') SYP. HTT4 W/5/B" CIA x 5" WS3.1 A PT., WOOD POST EXP. BOLT � 1A i ROOF FRAMING PLAN SCALE: 1/4' = 1'-0' I 1441 N. RONALD REAGAN BLVD LONGWOOD. FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdmigngm0.00m AA ♦: 0003325 a � �7 � s is is 4 svnDiv. k LOT ABBOTT PARK LOT 11 BLK 7 PROJL'CTo 04181.000 11072 MODSMA 4EHB "2605—HAYDEN" GARAOS BWMCI.: RIGHT PAGM: ROOF FRAMING PLAN AND NOTES lk�60 MPH EXP. e 4 • q ROOF WIND DESIGN PRESSURES NET(GROSS) xgm-rfr- ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (T7.16) 'A'= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C' RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT w 0.18 ROOF DIAR•RAGLI FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 12' COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5M COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DMA. SHANK TENSILE STR. SHANK Sd RING SHANK, 21/2' OA20" 170,000 RING6-20 RINGS SCREW SHANK PER INCH) Sd SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL S TOOL ASSOCIATION (ISANTA) ESR-1539 �e 8FBJ17iNN0 USE 12' CDX OR 7/i8' O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP 8 BOTTOM EDGES .......... O ® J J� Q zw uj V, W le z9- LL Y Z U a z qmm ZW (Dw ZZY =U rn O z• rx •m TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH ENO.' RAFTER OR TRUSS--_\ PIMP CHPATMINI: .___-I ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR EIO F7iAi18F10 CSo RING SHANK GUN NAILS . 0 6" O.C. IN FIELD . TO BE STRUCTURAL GRADE Sd RING SHANK GUN NAILS ® 12" O.C. IN FIELD of Ed x 2 12' SCREW SHANK PNEUMATIC SCREW -NAILS ® 12" 0.E+.(N FIELD J\ TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SWILL CONFORM TO ASIN C33. MXMN AGGREGATE Siff SHALL BE Yr STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICAMNS AND WOOD: µAL ARCHITECTURAL. MECHK , ELECTRICAL, PLUTABING AND SITE DRAWINGS. CONSULT PROVIDE 8%AR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL p(ppgEp EDGES OFCONCPETE ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, SM EDITION ARE TO BE CINMFHED 1C. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 313-u, BUILDING CODE REQUIREMENTS PROVIDE SJAL. CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER N191A&4UN{ROUO WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE No. 2 OR BETTER. FD = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 543 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWNG ' SEAYS LAPPED S INCHES AND SEALED WITH ADHESIVE TAPE_ ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES SMALL 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 FORIWFWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SMALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %' 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 2017, BN EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING 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 X2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING Y WITH IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED MIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM AI85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH Y CRAIR8 SPACED 3'NY OC, EACH WAY, TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGHED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SMALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL CONNECTOR PLATES SMALL BE A MINIMUM THICKNESS OF 0.036' µD BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A81S GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: WI THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND 'TPVWTCA SCSI 1' LINE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SMALL LAP 8 It BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING. INSTALLATION BRACING METAL-PLATE-CONNECTEDROOF: 20 P6f TOP CHORD +gRHmrl N REVIEW, TYP. MIN LAPS SHALL BE AS FOLLOWS: g4 BAR - 25" SO BAR - 36' WOOD TRUSSES. 10 w BTM CHORD -UwFHD -rd 05 BAR - 30' t7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS µD VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 18 pgf TOP CHORD 20 PST 70P CHORD (7 psf w/ASP WILT SHINGLES) w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SMALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.10 5 PSI EI ps/ BTM CHORD 5 sf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opd MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 80 Psf WALL. TRUSSES/GIRDERS TO COLUMNS µ0 WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PAT WIND: OFAD LOAD SPEED=17) MPH 3 SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES µD AROUND CORNERS. DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (NICE EXPOSURE C. RISK CATEGORY II) INTO INTERSECTING WALLS µD HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS. FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE(FBC TTC UNINHABITABLE ATTIC WITH LIMBED LINE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: STORAGE: WITH BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE µD DECKS: 40P GUARDS AND NTS: GUARD COMPONENTS: SOW, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRU CTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL LEGA AGE N SLEEPING ROOMN-FILL: VEHICLE GARAGES: SOW, ROOMS OTHER THµ SLEEPING ROOM: 40pA, SLEEPING ROOMS: 30ps/, STAIRS: OTHER THLS:AN PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY" PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 5M ASCE S/TMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SMALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. CONFORMANCEUFACTURED IN CONFORMANCE WITH ASTM CIAO, GRADE fin = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER, WINO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.10 COMPONENT NO ACLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL L BE RETURNED UNCHECKED.. S SHOP DRAWINGS IN THE FORM PLACING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE CONCRETE FOR fWWALL COLUMNS GROUT USED TO FILL MASONRY CELLS SHALL COMPL ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MD( SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF S" TO 10. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION: 'M' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE OR'S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SMALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM G270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SMALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 318' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0.1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS µEYOR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL Be RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS).. U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,600 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBLAT PROPOSED MX DESKINS. WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PMOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SMALL NOT EXCEED S N- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44OR MEASURING, AXING TRANSPORTING. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MA%IIIM TILE ALLOAED FROM WHEN WATER IS ADDED TO THE MIX UNRL IT IS DEPOSITED N ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THEE LS A DELAY IN SUCH THAT A BATCH IS WELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONS11AIUrY OF THE TESTING LABORATORY To NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON CO►PIIANCE WITH THE ABOVE RE -RED CONCRETE COVERAGE OVER REBAR SMALL BE AS FOLLOWS: A 3- FOR CONCRETE CAST AGAINST AND PERMANENTLY EMBED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH MOM WEATHER 1.1/Y FOR IGAND SMWU3R 2' FOR Ig AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLSAHD,DISTS 1-1/! FOR BEAM AND COLUMN PRIMARY RDNFORCEMEKT, TES STIRRUPS 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 AMERICµ INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy - 36 KL FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A600, GRADE B. Fy = M kN. STRUCTURAL PIPE SHALL BE ASTM-63, GRADE B. TYPE E OR S, Fy - 35 kW. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J4MTS ARE TO BE STEEL FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER M4Vf T[XI s¢E iYPf IPACNO REWgO APVLiuTgN 9¢E TOPE 9vILI1G 1EYNK9 tiQRFUR(bG TO MIYL MrCOM. ug NARpEIED WI 11?LONG. A.O,y fARAOf OOM BUCK T04lPOMYgCNC. VP pW. ASNER TAP AJn MAgONfV fAeTENER �� 11?EE�D..YE10 p9T., 11?EDGE dSi. SGD, AL. fxf. DOORS •PT. REE RATER USE HARDENED COx WJL 11?LONG. H• dC 9TAGDEIED WpO1Y,OpOFY FARTENFD nYT011ASOrIRVY'KA1C. GARAGE DOOR SUP( OMVOIPYFOIK. t? DMA W/ WARNEp EKIANSgN B0.T 1P C.D P EAA 1. P EAR 06T.. SEDGE DST. w�oow ela wENARDEWED coA oc wroavAoow FASTENED AY:TAL RTRAPro CONTACT THIS ENGINEER FOR SPACING 1. .9fE MTEA NNL 11?LONG, ADGEIED iMO MASdY2YlClUNC. LNYOFpYI CCM. REQUIREMENTS ExT. TYING OOpi MIX ]Y PT, SEE NOTE A Q)Y1A9W M WARMR TAPCOM fASTER IC PC tt?EABED,f EM. NST,11? EDGE OeT. MrfHANMW000 WALL TO LONC.9tAR 1? EIPAACON 3Y� PFABED.PEM W/WARNER BOLT W. S EDGE dST. �PTWWDON TIQ( S.1]A'PAF.]1T POS REM. DOT.I t? Tp STEEL ODE..9EE W, WARNER STAGGERED GATES Nom 1LES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE MLTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. µ0 DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. ME 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327W PH: 407-77441078 FAX- 407-7744078 www.e6desWg9r,Dup.com AA M: 0003325 J a dd s 7 r4 FlausElm aB LOT: ABBOTTPARK LOT 11 BLK 7 PROJEOTN 04181.000 11072 MODZU 4EHB "2605- HAYDEN" GARAGE sWWQ: RIGHT PAGE: DETAILS 60 MPH EXP. w 0 J)v SN- � CV-Y,-r- L6-� L 5-3 el� �l Zpzo •