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Home My WebLink About8012 Broad Pointe Dr99 2• 04EHB -HAYDEN 99 '' • pRK SHp AB�,�AD G GppE, �W 10 �pOE, S PL S +r�C� 'lR1C 11.L Gp0 ONp1.E� ()f xEpN�� ANo�HP OES '�01 ®Rp\N MpR � O it HOMEStiP 12602 TELECOM DRIVE, TAMPA, FL 33637 T451: (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 .Fjn= BUM= OODE, SAL, STH �=�2017) •ALL IXA STATE CODES -OCCUPANCY - RESIDENTIAL GROUP RS *CONSTRUCTION TYPE - VB 'WN• INTERIOR FDM - CIASS B • BASIC WIND SPEED - VUlt=160 MPH Vase=124 I(PH • pCpOSURE — (,' •1-STORY RESIDI NCE - • 2-STORY RESIDENCE - YA7I. HEIGHT AS PER U)CAL AND STATE CODES ABV, ABOVE LAV. A/C AIRCONDITTONING LUM. ALT ALLTTEESRNATE M AMP, AMPERAGE MIN. BD. BOARD M.T. CL CENTERLINE MTD. CAB. CABINET MTI.. CLC. CEILING N.T.S. cut CLEAR O.c. CPT. CONCRETE PL CPT. CARPET P.B. C.T. CERAMIC TILE PH, D. DRYER PLT. DBL. DOUBLE PLYWD. D.G. DUAL GLAZED PR DU. DIAMETER P.T. DIM. DIMENSION R. DISP. DISPOSAL RAD. D. DEEP REP DR. DOOR REF. D.S. DOWNSPOUT PM. DTL DETAIL R.O. D.W. DISHWASHER S.C. EA. EACH S.D. ELEV. ELEVATION S.H. EQ. EQUAL SHT. EXH. EXHAUST SHTHG. EXT, EXTERIOR SHWR. F.GIPX. FIXED GLASS SIM. F.G. FUEL GAS SL. FIN. FINISH SL.GL. PLR FLOOR STD. FLUOR. FLUORESCENT SwS FR. DR. FRENCH DOOR FTC. FOOTING TEMP. GA. GA GE ix. GAR GARBAGE n GARBAGE DISPOSAL T.O.C. G.P.I. GINTOERRUPTE@TCIRCUIT T.O.S. GL. GLASS TYP. GYP. BD. GYPSUM BOARD U.N.O. H.B. HOSE BIB snit tHleon� n CORE V.P. HGT. OR HT HEIGHT W/ INSUL. INSULATION WD. TNT. INTERIOR WSW' W.I. LAVATORY LUMINOUS MEDICINE MINIMUM METAL THRESHOLD MOUNTED METAL SCALE NOT TO ER ON CENTER PROPERTY TONE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN FRIGERAIR TORILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECI1ON TEMPERED GLASS THICK TOP OF CURB TOP OF S6�E TYPICAL UNLESS NOTED OTHERWISE WAeoERRooF WITH wooD WINDOW HEATER WROUGHT IRON DATE DESCRIPTION aQam 2-STORY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION 0" DID SET ISSUED PG CI -COVER SHEET PG GN-GENERAL NOTES PG AI -FIRST FLOOR PLAN PG AlA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3J-FRONT &REAR ELEVATIONS "J" PG A4J-LEFT & RIGHT ELEVATIONS "J" PG EI-FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WAS -NOT USED PG WAB-WALL ASSEMBLY DETAILS 02/" ADDED ELEV.'J' 4 K' OTM SIDMG PER MARK BOUEB 02/2" DID SET RE -ISSUED 0/A1/I6 FOOTING REVISIONS PER ML ISMS 06/6AS I -JOISTS INCORPORATED INTO MASTER PLAN 06R6AS CONSTRUCTION DOCUMENTS R?-ISSUED CWM ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL 0VJ6/19 DETAIL- 'ADDING BAR TO BOND REAM' ADDED TO 817A 02!l6A9 PLAN MAINTENANCE • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 03rA% WISED LINTEL SIZE AT FRONT ENTRY DOOR SQ.FT. CAW.'S 0446A9 UPDATED LEDGER BOLT SIZE 4 SPACING eb/FYI9 REVIEEDI-JOIST LAYOUT IST FLR LIVING 1,104 Sa. FT. W FLRING 1" LIVING Sa. FT. TOTAL LIVING 2b05 8G1 FT. a. GARAGE 431 SFT. PORCH ELEV'8 J. 43 SC2 FT. TOTAL ELM 'J' 3,0ED 04 FT. 840 PATIO S0 so.FT. 064M ADDED LED LIGHTS TO KITOW 4 SATMRO" PER MARK MES 01/23/19 ADDED STOPS OPTION TO ELEVATIONS Ys', 'M', 'J' 4 %' 09A3A9 LEDGER BOLT SPACING REVISED WfAA9 ADDED OPT. V-0' CEILING NEIGMTS STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S3-FIRST FLOOR FRAMING PLAN PG S3.IA-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG SO -ROOF FRAMING PLAN PG SM-DETAILS DRAWING CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANA77ON IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT, OR ENGINEER FOR CLAR]IF2ICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7744078 FAX- 407-7744078 www.abdeslgngrouP.com L AA S: 0003325 aUDDIV. At LOT: ABBOTT PARK LOT ##6 BLK ##8 PIieOJECTIP 04181.000-06083 MODEL: 4EHB "2605-HAYDEN" GAIRAGE 011INO: LEFT PAGE: COVER SHEET 160 MPH EXP. C pRn4T DATM,11/25/19 aCALE: 1/4"=1'-O" aIIEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 8th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH 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. xm wm 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, 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE 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 ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %rINCH 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 SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFWALUFLOOR 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. rmww 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 P3D05.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERNGS 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 EXTERIOR F541811E5 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-Cl063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.11A & 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. FNtE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA M: 0003326 v4i :f a Y 8U13DM & LOT ABBOTT PARK LOT ##6 BLK ¢#8 PROJECT# 04 81,000-06083 MODEL. 4EHB "2605- HAYDEN" GARAGE BAiNG: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C rpunA71: 11/25/19 ®CALF: 1/4"=1'-0" 8INEET GN PATIO 0 15'-4' 0 73OS2-ew COND OVERH OF ROOF 4j I ---------I I Crimoo(2) 3082-BH 6 1 12'-4' s aMONKG G i0 a LIVING 0 ROOM 1 I 1 1 RO�OMG W-0' CLG. V_v CLG. a (2) 2068 A I I I v POST I O �+ TuB/ BATH#2 ti VIC " Ns' o cLG 1 r �L ® Ito Im c CIV i I • i �. 01 8'•p CLG I m I I I I I I I I I 1 !� F - W-4' 3'-8' 4'-0' 1 I W.V. 3'•4' 5'-8. a _ 868 2'-8' 3' 0 Q HB. 2868 8C Q 20 MIN. STAIR DATA \\] K RISER • To5' 0 I ice''. REF v '^ ,r BOLLARD 15 TREADS • 10' C -- _ iv 3-BH AS REQ. V PER BLDG. CODE 11 9 V--0 CLG.m III VIIIC III 8'� i0 9 GARAGEFOYR 8'•0' CLG. �D i3 - a - m m ul • 2'-10' I6'-0' 2'-10' 111 iu. 0' a '-n' act I6'-0' X T'-®• O.H. 4 FIRST FLOOR PLAN SCALE: 1/4' " I'-0' NOTE:2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE t RESIDENCE SHALL DE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN I• (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 146'(35mm) THICK, OR 20-MINUTE FIRE -RATED DOORS THE GARAGE SHALL ISE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 1,}Y12.1mm) GYPSUM BOARD APPLIED TO T18 GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL ISE SEPARATED PROM ALL HABITABLE ROOM& BY NOT LESS THAN m) TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH V2 INCH GYPSUM BOARDS. FBCR 20M (6TH ED.) 302.1 NxNralslr � N3A001q 111D LOADS IIAIIIc wD E1I'OA81E P0110 8001D 01NID8 AatDT� umm ME ww"mme IeMllce MIN. WINDOW IV 5 31/-50 CRITERIA EXTERIOR OWING DR. MIN. CRITERIA &G.D. MIN. 41 5 34/-43 CRITERIA *010 OAD. 1@ 1 5 1 310/-34.6 BASIC WIND SPEED MPH = 180 (Vult) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.=II. EXP.=C. MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR STH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. oDNI oxiEWO SQ.FT. CAM'S IST FLR LIVING 1,104 SQ. FT. M FLR LIVING U501 SQ FT. TOTAL LIVING 2*05 SQ. FT. GARAGE 431 6Q.FT. PORCHELEVS'J' 43 SQ.FT. TOTAL ELM V 3,085 SQ. FT. 8x18 PATIO 80 8Q. FT. MASONRY/FRAME WALL LEGEND 8'-0® L UAO ON PLANS BAG. HGT. VARIES 8' BLOCK WALL UN.O ON PLANS 1T'4' BIG. INTERIOR LOAD BR,3. WALL UN O. ON PLANS 40 LOAD BIG. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE UNLESS NOTED OTHERWISE NOTE. -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIIIL FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE EQUIPPED W/ SELF -CLOSING DEVICE 1R3025.1). 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774,8078 FAX: 407-7744078 www.abdesigngroup.com L AA A`: 0003326 A q 8f Y r g �b Bvsmv. ae LoT: ABBOTT PARK LOT #6 BLK #8 PROJL'CTQ 04181.000-06083 MODEX. 4EHB "2605— HAYDEN" GARAGE BNING: LEFT PAG W. FIRST FLOOR PLAN 160 MPH EXP. C AA NO FD:A=:11/25/19 . 1/4"=1'-0" T Al a DDL. TOP PLATE 9 m BAR DETAIL A SCA L E IT.I' 0 i- DIM. VARIES ARCH DTL. B SCALE. I/2'•I'-0' 42' H. HALF W4L W/ CAP 3/4' TA3 SUB, FLOOR CAJAD 4 SGIEUlD PER FASTENER SCHEDULE V-4 3/4. 2ND FIN. FLR 8'-0' E1RG. NOT (SEE FLOOR FRMTNG SHEET) STAIRS RISERS TO CONFOW TO FISM STH EDITION (20n) MIN TREAD.10' MAX. MSER.1 3/4. OAS' STAIR DATA: MAX. VARIATION IN RISERSRREADS 16R • 1�5' ADJA03NT TO EACH OTHER 3ro' MAX 15 TREADS • VARIATION IN ANY RISERRREAD HANDRAIL 10'4 P NOSING CIRCULAR CROSS SECTION DIA TO SE 1 V4' .-V4' OR PROVIDE EOLIVALIW ORAWMrr r MOORS- MIN. 6' MOE • NARROAW END MR IN' WDTH • O' PROM NARROW END 34' MIN. HANDRAIL WST. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL NAVE WALLS. UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH V2' GYF4W BOARDS, FBCR 302.1. (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUIS FLOOR MATERIAL RIPS FOR SOLID NAILING / \ 3/4' KICK \ PLATE \ MIN STAR. \\ SEOM TREADS TO STRINGER WK3P8 V 60MIS • EA STRINGER UNTFMADED G AN` TO EMEND BEYOND THICIGJESS OF SUB-PLOOR "ATHING AH U THE CLEAR SPACE BETWEEN 1 1/2' MIN. HANDRAIL • 36' THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.1B2 \ W/ 2X4 RE-INFORCING 42' FL 14 � NOTE: RETURNEDRNEDID OTHE WALLBE TERMINATE INTO A NEWEL POST. 3.2x0 SIT STRINGER RESFORCESPP \ WGQR. BEAA OF D \ eue-FLOOI! ADH44 ESIVE PL-400 OR SMILARE . \ EA HORIZONTAL Rid \ 2 X 4 RE-NMORCING EA 2 X D STRINGER SECURE UMCI W-W O:C. STAIR SECTION C SCALE.1/2'.I'-V' MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB UTHIN V OF EACH END 32. O.C. MAX. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A _�• DIAMETER OF Ii't 2' OR A NONCIRCULAR CROSS SECTION WITH A b o PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND g A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.C. 201'1 HANDRAIL SECTION D BCALE:3/4'.I' i44i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup•com AA 0: 0003325_ Y a d BXMDM & L074 ABBOTT PARK LOT #6 BLK #8 IpmommT# 04 81.000-06083 MODEL.: 4EHB "2605- HAYDEN" GARAGE BTfMG: LEFT PAGE: FLOOR PLAN SECTIONS / DETAILS %160 MPH EXP. C n = 11/25/19 BCAL.E: 1/4"=1'-0" SHEET AIA MO...:iii Emmp. 1 IJ i 0 ,�RJS1iR��ii�! 1 \` _ �Ya\tJOL':�1�1 K*4 i SECOND FLOOR PLAN OCALE, V4 - V-0' I 'I I"i N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 1 d URDM 4k L01% ABBOTT PARK LOT #6 BLK #89 "'T 04181.00t-06083 MODEL: 4EHB "2605-HAYDEN" GARAGE INWING, LEFT PACE: SECOND FLOOR PLAN 160 MPH EXP. C �-w A "MIR OR Mir ■DECAORATIVE �In EMIVALIENT IIII 1 1 ._.®uu '''I ■. ■■ 1111 MM MM uu 9'-4 3/4'�, IND CLG. HGT, _ b' RAISED BAND COACH LIGHT 0'-0' FIN. FLR FRONT ELEVATION SCALE: 1/4 " I'-0' TEXTURED FINISH Il'-4' 2ND FLR BFi�1. HGT. V-4 3/4. 2ND FLR , FIN. FLR/BRG. HGr. _ - 8'-O' CLG. HGT. FYPON 18'X40' DECORATIVE SHUTTER OR EQUIVALENT _ OFI I; 4RG' HGT. 7ND FLR E. V RAISED BAND lTYP.J -� 2'-4 3/4' FIN. FLR _ 0S - - BRG NGT. s ENTRY 4' RAISED BAND (TYP.) O'-O' FIN. FLR Il'-4' 2ND FLR HGT. i i I I i I I �, _ _ �A-4 3/4' 2ND FLR FIN. FLR/BRG. HGT. -O' CLG. W.T. r � I 4B I L TYP. AREA OF A7TLC : 1586 SO, FT. NET FREE VENTILATION AREA REQUIRED • 1/300 REQUIRED VENTILATION AREA • 15M/300 = sas VENTILATION AREA X SO, INCHES PER FT.(144) 760.8 SO. IN. MIN. REQUIRED VENTILATION .5X 760A IN UPPER POR71ON OF ATTIC 38M4 SO. IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. PERVENT 380A /S15 TOTALS OF VENTS REQUIRED 3.30783 OTAL101 VENTS PROVI DIED 4 'AR EA OF ATTIC IS THE PERIM TER OFTHE HOUSE, LESS THE OVERHANG E%TERIOR OF WALLTO EXTERIOR OF WALL. NO OVERHANGS INCLUDED EN6M PWJ:l eIOOD TRIMS • 24' OG. &IDMTT GNOP DRAT IMDA SEALED DY FROPROSIONAL 91413"L•R PM RCVIEUJ S AND COMMENTS PLYWOOD 01EAT14M6 SEE STRICTIIRAL 2ND PLR aM& W.T. i L--t II II� LUAR�ewt�l��Aro�u�TH DIIEAIC NINW O BEAMW2, 2X0 81DOD FASCIA S!!STRJCTJRAL FOR F,bTENlRJ/0'-O'FIN. FLR, -__ off-m'FIN'FLR' VENT1ED SOFFIT PER ATTIC CALO'S V2' T141M 2 COAT CMIMt PLASTER APPLIED DIRECTLY TO MA60NIY RAMW TRM PER ELEVATIONS 2ND RR UNDdII PER PLAN REAR ELEVATION e OVERHANG DETAIL SCALE: 1/4 " V-0' TEXTURED FINISH '-+ SCALEI 1/2 I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774,SO78 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 Y 3 �o F PARK #6 #8 411.00-06083 MODaL: 4EHB "2605- HAYDEN" GARAGE 81RWG: LEFT PAGE: FRONT & REAR ELEVATION "ill 160 MPH EXP. C DAM 11/25/19 aCALE: 1/4"=1'-0" a*== A3 J I SS OFF RIDGE VENT I-l'-4' 2ND FLR BRG. HGT.� ---_—_ _---- I1'-4' 2ND FLR BRG. HGT. V-4 3/4' 2ND FLR-4 3/4' 2ND FLR FIN. FLR. ------�T-------------_—_—_---_—_—_---_—_—_ --_ --_ FIN.FLR CLG. HGT. -----�L------------------------_--------- _ _-- 8'-0' BRG. HGT. • ENTRY TYP. 0'-0. FIN. FLR , I I ,00'-O' FIN. FLR ------- r---------------- - - - - - - - - - - - - - - - - - - ----- IT'-4' 2ND FLR - BRG. HGT. 9'-4 3/4' 2ND FLR - FIN. FLR/BRG. HGT. HGT.�, _ • ENTRY 0'-0' FIN. FLR., LEFT ELEVATION SCALE: 1/4 . 1'-0 TEXTURED FNISH RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FNISH _01'-4' 2ND FLR B—�. NG7. 0 -4 3/4' 2ND FLR FINFIN. —FL R/RG HGT. oa'-0' CLG. HGT. oV-0' FIN. FLR — Y i441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77443078 FAX 407-7744078 wwwAbdesigngroup.com AA 0: 0003325 -• 8S $ =e J aUDDIV. & Loomil ABBOTT PARK LOT #6 BLK #8 PROJECT/I 04181.000-06083 MODEL: 4EHB "2605- HAYDEN" GARAGE 8MM0: LEFT PAGE: RIGHT & LEFT ELEVATION "ill 160 MPH EXP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES GeV OUTLET AS AMP NNSLE POLIS � "OV OUTLET PATIO 'IV OUTLET VJ OF ounxr USED TO SIORON OI 1101A OUTLETim (TAMMR O RESISTANT TTM) F-UP ---------- 220V OUTLET (4) OW Ca&EM ON Zq UP GFI - - - BBB QPI RDR. BATER-NOW OUTLET 4ROUD FAULT NTSIRRr7SIt 1�7 - SWTCN- 9 SYATCN SWAY OPER, I•RE-WIRED cLG FAN s I DB1M1G ROOM ROOM awtcHH 4-RU4Y oPL•R PIQWIRED PIDIeaeD ��OC =0 CLG FAN LIGHT La1R C., .J CELM LIGHT BDRM. #2 51' I © LED CL.G LOW (i' GFI Qvp LID VAPOR PROW LIGHT O VP VAPOR Prom LOW ------- I 1 O CAN TO 2ND FL.\ SWITCH IN ' S SWITCH 31 CABINET I e MIT. FAN I CPn Pew SO. FT. BATH #2 O I aTcm I � OUTLET tiF' orR FTee Sa FT. r ( I FOR DWI `=❑ LXIRTWPI L \ L _ GTWO raMcr Teo UYNULCMM I I IIle 1 ,I • / ® mimL 2•BILB Y,R,1P ' / / GFI [ D) AROIeD 24K DI11eM GA GFI • 44'R GARAGE AFF.11dC0 7 PAN. L AROUND DOOR l apF=== (aIlE4CE FNTJ 1 rVIRE 2, KMOPOSCOW BOLLARD AS REGL - - /L PER BLDG. 4' PLuasemrr CODE A III 11 4'TRACK I— 0 PANEL AA - ✓ III Ill FLUX METER KEYLESS O +eTTeR 8611JI IAm- FIXTURE BULL MOIe2nD SLtlaI RRUTT.,BAG[. is FERSD. FIELD VER�1 GFI FOYER \III PRE -WIRED FAN SMONS DET=OR KS`11� LOG. GARAGE d 1 III CLG DOOR I III FREWIRE ®°'CO CARBON P DISTANCE �S cow NRN GFI GARAGE - - PROM WALL IRRIGATION OUTLET • - i MIDANT LIGHT 48' AFF. / 11.15 FOR 1 NATURAL d" OUNLET \Sy-( ► TLLlPNOrN JACK . --------------- - - - - -� UN pR''A Tan 14 zoom A� ,�'- - -'—_ - -------------- _ - . ------ ASa CODI7bN GOACN 121DCOIMCt LKPNT I fl TS1iVw1aN JAG[ TO as NIPPOR= IN O J•aW( ACCOIOANCa UP SON MAIHI® M Such Paw CffLIHd` sox TO M SUPPORTm N CILM PAH .Iaw ACC4MWANCS W SOX MAIW40 AS NCH, POR mracTfON 24' /1CNa7aSCEIT O LIGHT STRE• eneeo n 2S'LNCANDESCENT LN FIRST FLOOR ELECTRICAL PLAN .—LIGHT SCALE, 1/4' a V-V KP aPceSaBETr 1�TPAa • PJL PUW.MTTGN MR CNMU uOPORT /---------� • LOCATION OF TV JACK* 4 PHOS OUTLETS 4 FANS TO M VOWED, a NO EOU RM PAC-C 4WIWX'TWN j 1'-3. I'-3' �1 • ALL B 4 20 AF! BRANCH, CIRCUITS 70 as ARC FALT 1 I PIeDTEC1lD PER EL[C:IRICAL PROVI*IONS OF � STH aDR104 r2ETV I IJ•C 21aL 20A SDRIOL • 20 AMP DEDICATED LAUNDRY CIRCUIT. 1 L 1 _ • OR P ISLAND (NOT ON KITCHEN CSBcurr) - I • DISMUAOWM DISCONNECT TO M LOCKOUT N PANEL • BATHROOM 1100" IT PAN TO HAVE MR CAPACITY OF / SECTION msdru OF \�-------�/ • LAUNDRY ROOM RECEPTACLE SHALL aE OIBOUD '" ON "'°"`T'a"'°" LED LIGHTING • L4PtM METHOD SHALL BE NON METALLIC CABLE PER KXCTW.ALPI,DVBTH lawsOFBIaR..prgmA C� SINGLE LTV. • ALL WOISC TO COMPLY wm ELECTRICAL FMDV t* LT.T yi*xn wY aWLee! AHD 'ftl e7P LkYITflaA Meli NE !Nal1Y a icu T TYPE PON sVIabon"!M PAM VN I BATH•2 WP Panel MAIN - A PANEL: We" at breaker VOLTAGE: 120 / 240 V-1 Ph MAIN: 150 Amp M.C.8 FEEDER 3-#1 Cu TMAN & 1- #e Cu (G) in 1 1R• C. OR 3- IRA AL THM & 1- #B Cu (G) In i 1R• C. Win PW Sw d m Walt CInuh Cbeult I Waft Dowd en I Bkr Pale wk. f12 1 20 EWatlw R•o eeM AFIb7U0 120o l 2 012 1 2 1 20 Mini n Pump 10w 3 4 s 5 aXa Alt c.u. 4D 2 IS Space 7 a PANEL -A PANEL: 42 crt breaker VOLTAGE 120/24OV-lPh MAIN: 150 Arty M.L.O. FEEDER: 3-#1 CUTMMN 8 1-#0 Cu (G) in 1 10 C. OR 3- NM AL THWN & 1-#0 Cu (0) in 1 10 C. wN. Pal. IN, d Waft O cult Ci.UN w.ft dean .n ow pW. wk• P12 1 20 Sinda 1500 1 2 S000 R-w 50 2 N P12 1 20 1611 f./HOW GFI two 3 4 012 1 2D SmdAp$mm. Ism 5 5 4600 wm.He 25 2 #10 012 1 m R 15M 7 a a 12 1 20 Okft ReHiRaWs AFG 1500 a 10 1200 q GFI 20 1 N2 Al2 1 20 ftM GFI R asks 1200 11 12 1500 q.1-1-GF1 m 1 ell #14 1 15 /HO AFCI 900 13 M W00 Dryer GFI 30 2 t10 $14 1 15 Uft Rm, Lmal KR.Ma, ON. U. AFCI NO 15 1S n 1S 1500 wanrOR 20 1 012 014 1 15 SO&CIO AFCI am II 20 1000 D—Owwl m 1 M2 21 22 1200 /EatxNa U.A R•c ad.. AFG 20 1 N2 e14 1 15 11 r A2/e•hnwn P2AFCl ON 23 24 900 Owlale SWm AF 1 15 1 014 414 1 15 S.tlro NAFG 600 25 26 a00 O-I SWh—AFCI 15 1 M4 014 1 15 B.iown Nl S.tlF54PN L`AI I a00 27 28 1200 41tl11o.rNW N➢aIW11.NW WAIO 20 1 012 C2 1 20 anaw x .3. Ow GDGFI 1000 20 30 WDD maftmil.m 20 1 012 ee 3, 32 n m 31 e 35 35 s ee 37 36 S e w 2 m AIC A.H.U. x5 KVA a 55% W25 30 45 . 41 42 spec. L—I, ct to tl•malW llolmaelaubsm./NM 17500 27a00 Lind SAW to Mnantl actwcWOWdone/If. DomanO Fachcir Calculations: ABBREVIATIONS: AFC:ARC FAULT CIRCUIT NWRRUPTER NC: NONCONCIOENTLOAD GN: GROUND FAULT INTERRUPTER T" I —I WbIfttWtl nmtl Saw 45500 ' Rnt I000Dw at t00% 10000 Remalnln —.40% 14200 T AX 1a.4 117N LOAD CALCULATION IS BASED ON NC NON -COINCIDENT LOAD .1 Gmnwl.tl Laatl w.ft 35M TOW Amp. wm 1240 voa. 149.9 General LighMg L Receptacle Load T"AX Feel Genxal Us S Rat 3 W / . Ft. 7815 HLHate Sat 65W/LI Mat' 195 OmsiW 8010 ck%# Tadl mtNS Gm-1 U. a Rep Panty A 1 111 7281 8010 150 AMP ELECTRICAL RISER NOT TO SCALE GENERAL NOWAN A ELECTRICAL MATERIALS AND INSTALLATIONS MALL COMPLY WTH ELECTRICAL PROVISIONS OF THE P,8,&U4 mmmrr �f7Q![apE 7b LOCAL CODES, AND ALL LOCAL Fla" COMPANY REGUREI•ENT& B. ALL CONDUCTORS SHALL BE TYPE TW1 NRHLLN UNLESS NOTED OT EM OE. r=_--... � 7`t— rZ%rTiL' 3:%SAr'�r• 1�. 7M ALIMMJ'1 (AL) IN 7" DIA SCHEDULE SO PVC CONWIT UNLESS aERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMP -ANY PRIOR TO BID. PROVIDE 97ro CU, THnN • 1% CU IN 2' CONDUIT OR a FS C µM AL, THM • U *42' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERMWGJ C:OI'bNATION SERVICE BO AMP ONICONECT SWTCW AND QIMAO VC M ELECTRIC NITER IN I PHASE NE U SIR ENCLOGLM MI -PANEL F55MCB TELEPHONE 09*ArA CABLE TELEVISION sompp Ca ecuppe ENTRANCE NTERSYO,W . 95ONDM TERMINAL AT LOU VOLTAGE CONFECTIONS 1 14 CU SERVICE GROUND CON CTM TO C0NCJWTE ENCASED FOOTER STEEL PER ELECTRICAL. PROVISIONS OF THE ®CIR &U4 EDITION r10M). SAS" D(A X a FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7746078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003325 k � • Is a: o :e m O®QQ �QBjJ/ �/aSF$�rN ®QQJ MO aUBDIV. ac L4O'I ABBOTT PARK LOT #6 BLK #8 PROJECT 4181.000 06083 MODEL• 4EHB f12605— HAYDEN11 GARAGE OWING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C DAATTE:: 11/25/19 BCALE: 1/4"=1•-0" SHEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e DEV ouTLNT 2e AUT SNSLE PME F4:::rn IIBV OUTLET IIOV OUTLET N OP OUTLET Wpm SWTcN � MI IIOV OUTLET !MUMMM MASIM PALL RESISTAM 7T1•U a@ 22&V OUTLET, (4) Mill cvNMlM= N -YM- OFl EKr. RwTERtrRooF ORLR GROUND FAULT NIlRR/RER EWTCN SRTCH 1-"Y OPER: $4 SUITCH 4•UAY Oran Lfaw CEILWA L04T © LED M* LIGHT LED VAPOR Opp PROOF LOW O VP VAPOR rROCP LOW 0 M"So a CAN eVENT. PAN I co" PER Ga R. Mkb FAN YYLIEIR I---- An PlTo rerEc* Too sY 2-WAA WRAP ® AROIO tntcaseED) 2"A ~ e rsuR�' FNTJ �� 21PLUORERL2ER ��- 4' P-UopwoCBAr 4' 71RAOK LISNT L7 PANEL MTEIE SMOKE DETECTOR RArr. MQL.z 1=1 WLL MOUNTED p�qv DEtECtae MAMeAG[M CARBON UELW�mYEE = co DETECTOR CORD RRER CO-C H�cTED MALL M DISTANCE S Q NOT LESS THIN 4' PAM WALL PEDANT LIGHT MA TwN AUS OUTIAT ► TILEPWO E JACK - SATR MEATIER DISCCNlCT AIR CONDITION DISCOMEGT I TELEVISION JACK a em ploamm O J.pFK TOM SUPPORTED N ACCORDANCE INS SOH MARKED AS SUCH FOR TOMUIJrFORIlD N CELM MNLMIT ACCORDANCE UV BON MAPIKAO AS SIOU FOR a nna 24' NCANDOD.+T LISHT RTSr, ^o "' INCANDESCENT LIST STRIP e AD- INCANDESCENT LMIT STRIP FLOOD LDHT �. OPT. a[GAI1T la1'NGD • Pa FUSN4UTTOU FOR CW IE6 uM PORT • LOCATION OF TV JACK/ A PHOE OUTLETS A FANS TO M VERIFIED • HO'ECUNIER PREd.ON STRUCTION PEETMS. • ALL IS A 29P AMP MRANCH CIRCUITS TO M MC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FEM STJ ronION txn) A NRG 21RJ2 2AFLL roITIoN • 20 APR• DEDICATED LANDRY CIRCUIT • IFI ° ISLAND (NOT ON KITCHEN CIRCUIT) • DISWL4S M DISCOM SCT TOM LOCKOUT N PANEL • BATHROOM E)SWMT PAN TO HAVE MN CAPACITY OF EO C7M NTOW ITTEW PER ELECTRICAL PIRDVNIONM OF SECTION MISCTJI dII 15LLM 16 • LAUNDRY ROOPROND FAULT CIRCUIT-MERRUP'TER PROTECTION FOR PERSONNEL ON PEROM • N'E EERNENOTNOD SHALL M NON FETALLIC CABLE PER ELECTRICAL PIROHINON OF R&M ATH ED r20nl • ALL RIC TO COMPLY WITH ELECTRICAL PROVISIONS OFTE d . AI I. I A14Y Y Et•Tro 6Y Ds 1ND TE! a LIfJTrRN MWT ISE Qlt4T [PPIC�R TYPE PER L -" SECOND FLOOR ELECTRICAL PLAN WALE, 1/4' • I'-0' /------------\ I L L I I I 1,'4• 2'"S� I�"4• LED LIGHTING ® DOUBLE LAV. BATH 3 I I I � I I _ I I L I I I I ® I I � I I I I L I I � I LED LIGHTING @ DOUBLE LAV. OWER'S BATH 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdeslgngroup.corrl AA E: 0003325 gi $ Y a �6 SvsDIV. & LOT: ABBOTT PARK LOT #6 BLK #8 PROJECT# 04181.000-06083 MODEL 4EHB "2605- HAYDEN" GARAGE St►ING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C 11 rNT DAIMI 11/25/19 SCALE: 1/4"=1'—O" SHEET E2 FIRST FLOOR PLUMBING PLAN BGALE, 1/4 . '-& SECOND FLOOR PLUMBING PLAN WALE 1/4 . I'-V MAIN PLUMBING RISER 1441 N. RONALD REAGAN 01 LONGWOOD, FL 32780 PH: 407-77443078 FAX: 407-7744078 www.abdnlgngroup.com AA M: 0003325 0 a ounDiv. aLour ABBOTT PARK LOT #6 BLK #8 PROJECT# 04181.000-06083 MODEU 4EHB "2605-HAYDEN" dwRAOE 81fMO: LEFT PAGE: PLUMBING PLANS 160 MPH EXP. C DE PRINT awTE: 11/25/19 SCALE: 1/4"=1'-0" SHEET P1 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17249.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 F1.18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/19/2022 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 2017 FBCR 12/31/2019 FL 5679.14 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 S891.1 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 10477.117 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 7006.4 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 W W.FLORIDABUILDING.ORG CONTROL DATE: 10/11/2019 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA A: 0003326 • 6 o 21 sUDDIV. & LOT ABBOTT PARK LOT ##6 BLK ##8 PIRO"=T# 04181.000-06083 MODRU 4EHB "2605-HAYDEN" OAPtAQZ 91INWO: LEFT PADS, PRODUCT APPROVAL LISTING 160 MPH EXP. C D 11/25/19 sCAL . 1/4"=1'-O" B*Em T D4 OLl0.D NWIO•R.A O PT. A wwo. xcp A •rr.s 1 O� . IR.O ® t.a.D tiM10 • r1. A I CFAL4w . pt.s A CPSAY . IT. C 4 FOLD rr.0 oym rr. W@10.AWN r 0 0017m MALL POW. pQ macro. ... ® KICKOUT DETAIL sammDo� M •rfAu �aoro Intl AT sorrae. a sDa.. w:eascraw WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) T THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) 'METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED 9'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING Z fNAIL TO ROOF DECK NOT WALL SHEATHING) --- CAP SHINGLE - NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO r-' " T a SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-84-1-OS, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-8078 FAX: 407-7744078 www.ebdeslgngroup.00m AA B: 0003325 Y if 1' O SVHDri►. & LOT ABBOTT PARK LOT #6 BLK #8 PROJECT# 04181.00 -06083 moDEL• 4EHB "2605- HAYDEN" GARAGE 9WMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C [to] D 11/25/19 SCALE: 1/4"=1'-0" aHEET WA1 .00 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-84-1-09, MIN. 2.5 LBS. PER 90. 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 C ONT. SEALANT) SEALANT • TOP J SIDES 9 DRYER VENT(BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE TWROUGH WALL b' SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — LMDER 'QUICK FLASH' Ow" A VENT PENETRATION SCALE: N.T.S. ELEC, METE! VERIFY LC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE lU LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRAN! ENTERS BOX, APPLY TO FA EDC%E APPLY E-Z OVER b® MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC WRB LAYER h, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER M STEP #1 APPLY bm MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 8' STEW *2 A WRB LAYER h, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING �- WRB LAYER '1, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.Y. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774,6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 J O RRI40 l itMDM S. LOT ABBOTT PARK LOT ##6 BLK ##8 PROJECT# 04181.000-0 083 HODEM,g 4EHB "2605- HAYDEN" OARAOs S111RWO: LEFT PAOs: WALL ASSEMBLY DETAILS 160 MPH EXP. C r 25 awls: AT]C: 11 19 / / SICALs: 1/4"=l'-0" >lHEST WA2 LEGEND DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — - — - — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO -ADHESIVE FLASHING — — k 2 v2 ' k CORNER BEAD (FASTENER 4 SPACING ® 1- O.C.) CMu V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/ � R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.00m AA f: 0003325 J 9{ Y o g FO SUDDIV. at LOT: ABBOTT PARK LOT #6 BLK #8 Pnon=T# 04181.000-06083 bWDWL: 4EHB "2605- HAYDEN" GARAGE SVMG: LEFT PAGW: WALL ASSEMBLY DETAILS 160 MPH EXP. C DA=: 11/25/19 SCALW: 1/4"=1'-0" MIZET WA3 eU EODTWJGTION YOND WOOD s1EATWw* MATHER DDAMMM sISTIVE ` lSAlfltlll! MATHER �s18TNE XX 1 Ys' a slow* / / \ KAMM PL*4I �VEAL f `\ i UEATWlR MiSUVE / \ \ DARRIlR 1 STARTER STRIP \ \ VAIATWER ISISTIVE SAPMFL GWW4 DWERw* \ d.ALV'D FETAL xO TOM �R / SIOODS4AP R \ •'i.:. / OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION a NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-0S, MIN. 2B LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — • — — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdoslgngroup.com AA 0: 0003325 y • iS Y J � s�W F c [PROJECT# XMDM & TAT:BBOTT PARK LOT #6 BLK #8 04181.000-06083 MOD= 4EHB "2605- HAYDEN" GARAGE BrIMO: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C MIT DATE: 11/25/19 SCAM 1/4"=1'-0" ,BEET W A 4 2x6 SUB-BANb W/i'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK ,1 DRIP EDGE �\ I\ 1/8' TEXTURED I FINISH a WOOD 1/2' TEXTURED FINISH s CMU i METAL FASCIA \� WRAP )6' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) METAL FASCIA WRAP 2xe SUB BAND— �n NOTE: NOTCH FOR 2X(o `t SUB BAND ONLY \ ©PL )4N B ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) P EDGE, I' OFF WALL T INTO STUCCO) �1/8' TEXTURED FINISH +� `\ / WOOD, 1/2' TEXTURED �/ FINISH s CMU 2x& SUB -SAND W/I'x4' NOTCH END, WRAPPED IN PEEL t STICK ®E L E UA T I ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®FLAN A 1/8, TEXTURED FNIBH • WOOD, V , TENURED FNISH • CMU METAL LATH WRB LAYER h, STUCCO WRAP (FRAME CNLY) WRB LAYER "2, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFM CEMENT DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS O.C. MAX. 2x SUB -BAND WA'x4' NOTCH ® END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL SUB BAND DETAIL ® WALL W/KICK- OUT kME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wll1 'x4' NOTCH END, WRAPPED IN PEEL 1 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD, LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 Y. s OR d E+vsDiv. ae LOno T: ABBOTT PARK LOT #6 BLK #8 PROJMCT* 04181.000-06083 MOD= 4EHB "2605- HAYDEN" OARAOffi 911MG: LEFT PAC& WALL ASSEMBLY DETAILS: SUB —BAND %160 MPH EXP. C . •< DRINT ATZ: 11/25/19 OCAr s: 1/4"=1'-0" skmET WA6 HVAC NOTES L ALL M MM"4ICAL BfaJrM W sue = 1'AOVI SID WITH PROPM CLEARANCE. FOR SMVICM FM 11"016. R cAmWAR ONM 2. ALL DUCT OYOTEMN NOTALLRD N NON-CONpITIMM AMM IN" OE CONWrl== OF A VALLEi OF NO LESS TIlN R-O RATM ALL OR" SHALL M $RATED WITH CLAM FAD a MASTIC, AND NOTA W A6 PER POC ON EDITION (OOIV Ml[CFIAFOCAL 011 CODE SECTION 6dM ! ALL FLEX DUCTS 1111i OE APPROVED UL MN CLASS 1 AIR DUCT AS PER NFPA WA 2-3) 4. PPMOW AIR INTAIKM NAMJ.I= M LOCATED CLOSER THAN MO FT. PIROM ANY 041" IY OR VENT OUTLET, OR SANITARY SEAM VENT OUTLET * ALL 00"IST AND CVrN= AIR INLET DUCTS: NA&6 M CONOTM=W OF SMOOTH GAILY MENTAL. OR OTWEQ MATERALS AS FM POC OTH EDITION (Un) PIK 4IANICAL CODE SECTION &M O. ENCLOSED SUPPORT MAIP01M90 SHALL M CONSTRUCTED IN ACCOIIDAWCE TO POC OTH EDITION (UIT) MECHANICAL CODE 6@W T. OATH11l CONTANM OATHTUOS SHOSSSRS. SPAS AND OIMLAR OATHINS PDKTIMO 611 Os MdCRAWALLY VOWED IN ACCORDANCE WITH POC OTH EDITION (Nn) FtCHANICAL CODE SECTION 403, S. ALL lff) LUSTED OATH ROQ70 bill NAVE UNDER -CUT DOOM I = MAKE-IJP AIR TO M 1Ol IS . TO ROIW- AIR OSiMNTED. S. ALL PINE RATED CRIL1l AND 111l blill RAVE AN APPROVED PIKE OR PI1101MI0KE DAMrRR'S LOCATED AT CELMS OR WALL PEISZTU?WN AND, M SLERVW WITH ACCESS DOORS TO RESET DA "M ALL DAM MO SMALL M INSTALLED TO MIOL 1150"§ DATIQIS AND POC OTH EDITION (70 M) MECHANICAL CODS ORCTIOII "I. 10 GMLLM AND OPROW O SHALL 0E PROVIDED WITH OALAI CNS DAMr W IL DRYER 0006TM TO OE A PAWNC14 DOF OOMTBR PAN OR B"IAL FANTECH OW IO DRYE! 00067M CAPACTIY S0 LMEM POET WITH MAX. SIX ELOOM CEIL SECURE STRAP TO CONC. PL AIR 8111' W/ (2)-3/16'x2' TAPCONS LNIITT &"-SON WB ROLL STRAP OR EQUAL AIR HANDLE SECURE STRAP TO UNIT W/ (2) EVAP. TRA 4' CONCRETE SLAB %X1 1/4' SHT. MTL. SCREWS CONDENSER UNIT PLATFOR CONNECTION TO PAD - NOTE, MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FN. FLOOR BRONZE FL. PL. OR WALL BRA68 PLUG —'�—FITTING OR EXTENSION TO $OIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRA" TOP CAULK RV.G OPTI/SPEC 1 FLOOR SLAB CLEAN —OUT (TYPN LEGEND ® KPIRLY AN% DSRMER m Mn Mr AIR L ® 6101E-0ALL OR I BAY DIFFUSER SOLD LllrQe SUPPLY TIRING 0100 M Llie RETUMr TRUNK 1 OALNr .00 PAPER OR OW 0 CRILND 04"*T PAN RCEILINS Mdt"T PAN 4 Lill OfA OUTSIDE AI! m THER'IOSTAT m PASS-THM AIR WILL NOTE ALL VAC TO HAVE PROPER PANG, W/ DRAINS ATTIC O O EXTERIOR WALL t 1 AIR RETURN SUCTION AND LIQUID 1 REFRIGERANT LINES 1 EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE 1 PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL MM CODE SECTION 301.2.4 HVAC DRAINS COUNTERSLINK CO. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT GROUND CLEAN —OUT (T ----------� LIVING ROOM I i i 6' 5/A DI I ROOMG FROM AEiove BEDROOM #2 1 III 1 z------- ,� -------- 144XX6 12XI2 BATH #2 P THRJ II e C — ��-----------------------1 e C sm I I I x.� I I I I I I �121� I I I 1 I I I I IL KITCHEN � I I PAN. 0 f=====__; 12Xa a' 51A FROM ABOVE ul , ��9X9 ilJ.i I I FOYER III III FLEX III III GARAGE — — — I I PORCH I — — — — — — — -- — — — . FIRST FLOOR MECHANICAL PLAN ALE, 1/4 " P-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com L AA #: 0003325 A aY 64 LL . mm STJOl ac LOT•. ABBOTT PARK LOT ##6 BLK ##8 PROJECT# 04181.000-06083 HODMU 4EHB "2605— HAYDEN" GARAGE O1►);NTG: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN %160 MPH EXP. C PRi 11/25/19 DATE SCALE 1/4"=1'-0" SHEET M1 ILJ I I I I Ell I I I I BDRM. #4 ® I UPSTAIRS LIVING 14' S/A BDRM. 5 I I AB0VE 12XS I 12X8 10X6 14�6 LAUN. PA55 II M PASS TI-IRU � I TWRU I � ----- r-----i I6x,v BATH 3 ===o F 1 R 9' 5X4 R/A 4' DRYER V.T.R I6X16 i — 10 � I I W.LC I 14x6 L0 10xi0 S' PASS TNRU o 12X8 x 50 IOX6 C 1 4 0. } BATH 8' WAX OWNER'S SUITE ABOVEI BDRM. #3 CFM X 0 I i I I I I I HVAC PLAN SECOND FLOOR SCALE, 1/4 " P-0' 1441 N. RONALD REAGAN BD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA is 0003325 a Is a � o QBQQ 4 all g SUBDIV Sc LOT: ABBOTT PARK LOT #6 BLK #8 PROJECT# 04181.000-06083 MODEL: 4EHB "2605- HAYDEN" GARAGE 8M/ING: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C PRINT 11/25/19 DATE: 8CAIM 1/4"=1'-0" SHEET M2 2X4 TOP PLATE PRE -FAD TRUSS IR• CLCT. BOARD V2' DRYWALL —t 7V)r SECURE ST. --- PLATE TO GLAD W1 IBd MASONRY NAIL • 52' O.C. MAX FIN. FLR 2X4 WOOD STUDS .24' OG. SLAB 14VIC' aI4V� IIV PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2xb, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL NON—BRG. D1 SCAM 5/4'•I'-O' FIBERGLASS SHINGLES OVER vM FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R°l08JJ ON J' 0821. SHEATHNG OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY &W GYP8UM BOA C IA' HKsFI &TRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUE& REFERENCE STRUCTURAL I,_0, PER ELEVATION TYP. CA R-4.1INSULATION WIDOW ATTACHMENT AS PER MANUFACTURE& SPECIFICATIONS I REFERENCE STRUCTURAL Ix2 P.T. FURRING—•� STRIPS • 24' O.G. e' cm 1/2' GYP. ILL. BD.� WOOD BASE 0'-v FIN. FLR1_ ti. . .'a ° a' n W/ WINDOW OPENING n S' MIA. NAIVE, DO NOT CUT MOND PRAM NOT CUT SOLID am= TT42 BOND w BEAM (2) COURSE - IQDARS 2A PIPE THROUGH BOND BEAM 0 8 ALE, s/4•.r=o FIBERGLASS SHINGLES OVER*30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R101 .1.1 ON l}' 0.6J5. 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 v-0' FII'L FLR n TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.I.1 - FOR ROOF SLOPES A:11 TO LESS THAN 4:12, A a1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 WALE, W4'"I'-V' IS REQUIRED, FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 Axo 81AL LI t r PVC OLeM raw GAS LW cm V2. OtT. W-m WWw 2 GAS LINE THRU BLOCK D w•.ra FIBERGLASS SHINGLES OVER 150 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R506.IJ ON J' 08, 5. SHEATHING OR I' COX PLYWOOD SECURED PER FASTENER SCHEDULE I'-O' TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATION& VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS M' TMIM 2 COAT - PORrLom cm-w PLASM A KI O OlvamT TO m4sawr S' cm m STIUCTURAL PAS 1!►l ommo'RNT 2.6 P.T. 2D ATTACMM TO PLL CSLL AS /SR APPVWVT APFI�OrAL left SRALAS " a4craw noo s GARAGE DOOR JAMBS D1 SCALE: I I/2'•I'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS--\ STIFFBACK AT ALL UPRLGH PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS — CONT. 2x RAT RUN SECURED PERZJ� STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION Ir \ S/S' GYPSUM BOARD OR 1/2' NIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' OG. 1/2' THICK, 2 COAT 1/2' GYP. WL. BD.- PORTLAND CEMENT PLASTER APPLIED WOOD BASE — DIRECTLY TO MASONRY 0'-W FIN. FLP-0 &' Cm ,a Qa W/ WINDOW OPENING n FIBERGLASS SHINGLES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R906.1.1 ON J,' OAS. SHEATHNG OR k CDX PLYWOOD SECURED PER I,_m. FASTENER SCHEDULE TYP. MTL. DRIP EDGE O)a. 2x FASCIA PER ELEVATIONS VENTED SOFFIT �PRE.ENG. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS B TYP. WALL SECTION NO OPENING ��1—STORY GABLE BLOCK WALL D1 SCALE. 9/4'•i'.0' 1)2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Gr:T' 0'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdoeigngmup.com AA S: 0003325 1' avDDTv So LOT ABBOTT PARK LOT #6 BLK #8 PROJECT# 04181.0 0-06083 MODEU 4EHB "2605- HAYDEN" GARAGE ErWDM., LEFT PAGE: DETAILS v.160 MPH EXP. C DATZ.. 11/25/19 EICWX: 1/4"=1'-0" SHEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER "30 FELT PAPER OVER "30 FELT PAPER OR SYNT1ETIC OR 6YNT1 ETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION R905.0 PER SECTION R905.L1 ON I}' OAZ. SHEATHING ON J' ObB. SHEATHING OR J' CDX PLYWOOD OR k COX PLYWOOD SECURED F'ER SECURED PER FASTENER 6CHEDLLE FASTENER 6C 40LLE PRE-ENG WD. T F RE•E W TRU L Ep , 24' C. MAX O LE V I 24 24' O.C. MAX y METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION BATT NSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALC6 FOR VALUES 2x FA8CIA PER CALCS FOR VALUES VENTED ION 5/6' GYPSUM BOARD ELEVATIONS ION. 5/8' GYPSUM BOARD 60FFIT TYP.. OR 1/2' HIGH STRENGTH TYP. OR 1/2' HIGH STRENGTH C .0, BOARD VENTED CLG. BOARD REFERENCE Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL -4.1 NSUL. REFERENCE -4.I INWL. STRUCTURAL W yofI a � WINDOW ATTACFMENT W w AS PER (I. MANLFACTURES SPECIFICATIONS REFERENCE 6TRUCTURAL 1 G � 3/4' T 4 G SUBFLOOR GLUT NAILED GLUED AND NAILED AS PER NAILING 1/2' THICK, GLUED AND NAILED ' THICK, 2 COAT SCHEDULE PORTLAND CEMENT AS PER NAILING E PORTLAND CEMENT OE PLASTER APPLIED lu PLASTER APPLIED DIRECTLY TO w DIRECTLY TO W MASONRY m R MA60NRY w m krER IfELEVATION IX2 FIRE -STOP �PKZWA I IX2 FIRE -STOP SEE STRUCTURAL SEE STRUCTURAL � V ON V ION 5/8' GYP&ll BOARD 5/6' GYP6W BOARD OR 1/2' HKGH STRENGTH CLG. OR U2' HIGH STRENGTH BOARD CLG.BOARD ER IFELEVATIGIN IX2 FIRE -STOP DQ FIRE -STOP R-4.1 INSUL. . , R-4.1 INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL 1/2' THICK, 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING PLASTER APPLIED Ix2 P.T. FURRING DIRECTLY TO STRIPS • 24' O.C. STRIPS • 24' O.C. MASONRY a, Ctwu DIRECTLY TO 6' cm MASONRY I/2' GYP. WL. BD. 1/2' GYP. WL. BD. WOOD BABE IX2 FIRE -STOP WOOD BASE IX2 FIRE -STOP � n rW LMA a a n W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE. ,1 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.abdosigngroup.com AA S: 0003325 v� Is $ f 04 5 q F 5 EXIMI) v. k X.0 ABBOTT PARK LOT #6 BLK #8 PaoincT/ 04181.000-06083 MODEX. 4EHB "2605- HAYDEN" GARAGE STFMG: LEFT PARSE: DETAILS %160 MPH EXP. C DRINT 'I A 11/25/19 ELcA* m 1/4"=1'-0" Ei*MET D2 R MN TO EI �■�LI�0�@ 101 Na ----- -. // Io SIDES, 2X6 daRAOE DOOR BUCK W( (S) 9 A W1' A -BOLTS 4' EMBEDFINT MN W/ 2W-4 WASHER AND NUT SPACED EVIN.Y FROM FLOOR TO 6ARAOE DOOR WM N JONM PRIOR TO FL-SLO. I-2X6 PT BLOCK • CENTER OF IS DOOR HEADER UwI))j'X1' J-BOLTS 4' IVI EOMENT WV 21OW WASHER AND NUT. mL__ Io MANPACT RE" NSTALLATION NSTRIICTIONS WHERE SUCH NaTWWCTION6 ARE MORE STRNGENT GARAGE DOOR �BUCK�A�.TTTACHMENT 1 w2 __ RiAl LA 4 I'X4. OR PX2* P.T. NAILER Ix4 P.T. OR %'X4' MIN, TCURE THRU FRAME A TEND 144' INTO BLOCK ❑ %' TAPCONS N. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-4. WITHIN 8' OF EACH END 4 18' O.C. 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 +5/4 WINDOW TO BLOC +9 4 OR +5 4 A SCALE, RT . 2X4, m SECURE TO BLOCK W/ 3(�' TAPCONS OR (MIN. 614ANK SIZE .145 MIN. HEAD SIZE 300 MII,L EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6,m SECURE TO BLOCK W/2-%' TAPCONWMIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN W OP EACH END ♦ 8• CM I$* OC. MAX SPACING. Jf' DRYWALL 2XS,m ❑ 1'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/!_%. OOR CASING (MIN. SHANK SIZE .Mb MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y49 ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. 18' C.C. MAX SPACING. 2X4EE SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN 6' OF EACH END 4 NOTE, STRUCTURAL 2X W3. OC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUCvW SECURE TO 15LOCK W/2-V NON-STRUCTURAL S (MIN. SHANK SIZE .145 EM15ED MIN. INTO MIN. HEAD SIZE 300 EMBEDMENT INTO BLOCK' CPU MIN. EMBEDMENT I Y4) V R WITHIN 8' OF EACH END ! 'DRYWALL IW O.C. MAX SPACING. ❑ 4' OR 1'X2' P.T. NAILER 2XS,m SECURE TO BLOCK W/2-%, O.SJSX 4' MIN.TAPCONS�/tol DOOR GA81NG (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WWJDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END 18' O.C. MAX SPACING. 4 MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-%1p" WIILDOW TO BLACK +1-15 6 C SCALE, N.T . 2X4,m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN e' OF EACH END 4 NOTE, STRUCTURAL 2X IS' O.C. MAX SPACING MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK Wl2-%' NON-STRUCTURAL i(s' TAPCONB TAPCON MIN. I-Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) GMUWITHIN 8. OF EACH END 4DRYWALL 18'OC MAX BPACIJGX4' 2X84>o OR I'X2' P.T. NAILER 6E�8TO BLOCK(MIN. CASING ITTACH 8HANK SIZE .145 MR HEAD SIZE 300OORJAMB OR WINDOW MIN. EMBEDMENT I Y4) TO 2X PER WITHIN B' OF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-1 2" DOOR JAMB TO BLOCK +2 � �4' WINDOW TO BLACK +1-1 in1 WINDOW TO BLACK +2 1/4' ALE, N.TA. U E, N.T.S. 2X4m SECURE TO BLOCK W/ i(•' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END t NOTE, STRUCTURAL 2X 18' OC. MAX SPACING. MU MUST BE ON OUTSIDE 4 2X6m CURED THROUGH SECURE TO BLOCK 02-'NON-6TRUCTURAL 4)(s' T TAPCON MIN. 1 Ys' (MIN. SSHAWA NK SIZE .149 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT149DRYWALL WITHIN W OF EACH END 4 ��f4'>'(4'OR I'X2' P.T. NAILER IVOr_ MAX SPACING. 7X8m BLOCK W/2-94' TAPCONS DOOR CASINO (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER W3' O.C. MAX SPACING MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" k,j'j9C,ALE, N.T.S. 2X4m SECURE TO BLOCK W/ 14' TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 0419 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' OC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-V6- NON-STRUCTURAL 416' TAPCONG(MIN. SWANK SIZE TAPCON MIN. I '' .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8, CMU WITHIN 8' OF EACH END 4 JS' DRYWALL 18' O.C. MAX SPACING. 2X8� ❑ I'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W!2-iW' SECURE TO TAPCONS(MK SHANK SIZE 7gl%fTURAL MEMBER ,145 N2d WITHIN WOF EACH MIN. HEAD SIZE 300 D 4 6' TO 8' OC. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW IW O.C. MAX SPACING. TTAC 4 TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3' F WINDOW TO BLACK 3' SCAL N.TA. 2X4m SECURE TO BLOCK U'y4' TAPCONBIMN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 IW O.C. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL ifr' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-), TAPCONBIMIN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 8, CMU MIN. EMBEDMENT IY4)I-MANUFACTURSO V DRYWALL WITHIN 8' OF EACH END 18' Or- MAX SPACING,X4' OR 1'X2' P.T. NAILER 2X8®SECURE TO BLOCK WAYw' O.SJ5. X 4' MIN. TAPC0NS(MIN. SHANK SIZE J45DOOR CASINGMIN. HEAD SIZE3MIN. EMBEDMENT I Y4)OOR JAMB OR WINDOW WITHIN 8' of EACH ENDTTACH TO 2X PER 18. OC. MAX SPACING. DETAILS. MD,4 M41 Y M�®W lY17 Jlff fp0 NOI O,G7®•') DOOR JAMB TO BLOCK +3-7/18' G WINDOW TO BLACK +3-7/l6" AL , N.T.S. 2X4:. SECURE TO 15LOCK W/Y4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE -100 MIN. EMBEDMENT I Y49 NIO�, STRUCTURAL 2X WITHIN 8' O= EACH END 18. O.C. MAX SPACING. MOT BE ON OUT8IDE 4 2X6m SECURED THROUGH SECURE TO BLOCK Lm-1/4' NON-BTRJCTURAL Vo' TAP " TAPCON MIN. 144' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y.i) 8' CMU WITHIN W OF EACH END 4 y�• DRYWALL V OC. MAX SPACING. ❑ 1'X4' OR I')2' P.T. NAILER 2XBsm SECURE TO BLOCK Will-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACHI TO 2X PER 18' OC. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3 3/4" W TO CK +3 3/4 ' H BGALE, N. . 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7744078 FAX 407-7744078 www.abdosigngroup.com L AA 8: 0003326 mV as S Y Y % a $ � t� .}may 14 q �•j di � �g96E �0o rs T�Em 6 aulwiv. eo :.or. ABBOTT PARK LOT #6 BLK #8 PROJECT/L 04181.000-06083 MODEL' 4EHB "2605- HAYDEN" GARAGE AWING: LEFT PAGE: DETAILS 160 MPH EXP. C D' 11/25/19 SCALE: 1/4"=1'-0" a*=EIT D3 TE-i 7 3'-6" 28'-Y TOP OF SLAB I to 4" CONC. w 3 I SLAB gLu 1 M --------� (--4---1— I —FM-16x18 ii1. 2'-8" 15'4" I i 11'-8" 101-W II 4" PVC 'i i CHASE 1( i ii I -TOP I LL i SLAB 4 II i R I J UCi ii ad �^ LL I i fill t.t CW-12x12 — s�-� r II 11 8 ii F-2#x24 p �iiZg 9 m �o �i— — CWC-1DA2 _ _ WO NII(� pKp °P Q II� L)II� N LLI Lj O ivv UP TO2"FLOOR I N 0 (FIELDVERIFY I �iiW o� EXACT LOCATION) 8 " iiw 3 w 5 1.1uj ' 3'-0" 1.1 I I ti 9 � 94- 2-W 9-0' 9-3' 95" �S I N I ' 12 ai Lu O #3 TRANSFER STEEL Iv@ 24" MAX ,., N O.C. 2 aQ I iv . I"o I FFININ CONC. SLAB aol li I 11 . x `O b 1.1 I 10- 16'-0" 2'-1 --- FM_16x18 — —J - I 4 4 �I LL L m ao LL § Y N FOUNDATION PLAN SCALE: 1/4" = 1'-0' FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE -4-W. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-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.OINDICATED #5 BAR, OINDICATES #6 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12, SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30'. #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS. B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-131ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, USING: Pm = 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 } 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, Sth EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 18" - (2) #6's (+)0'-0" FM-16x18 IS, CONTINUOUS 18" -(2) s + -T FM-20x18 20' CONTINUOUS 18" - s +0"-0" FMC-16x18 16, CONTINUOUS 18" - s VARIES CW-12x12 12" SEE PLAN 12" - s - + 0"-0" CWC-12x12 12" SEE PLAN 12" - ) s - VARIES F-24x24 24" 24" 12" s s (+ 0•.0" TE-1 8' SEE PLAN 8" - s - X-4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-W78 FAX 407-7744078 www.abdesigngroup.00m L AA #: 0003325 A 6g 11yy a 6 SUDDIV. & LOT IIII ABBOTT PARK LOT #6 BLK #8 PROJECT# 04181.000-06083 MODEL 4EHEI "2605- HAYDEN" GARAGE 8111ING: LEFT PAGE: FOUNDATION PLAN %160 MPH EXP. C 3 DATE: 11/25/19 SCALE: 1/4"=1'-0" SKEET si 30" MIN. EACH WAY e MONOLITHIC FOOTING i } °o Z STEEL REINFORCING IN GROUTED Q ^ I 1 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND �� IL CELL SEE PLAN FOR SIZE AND p SPACING REQUIREMENTS G m IL SPACING REQUIREMENTS ..(��..LL �p• - �� ° GARAGE DOOR Lu J W j I RECESS m� o- r FM g� y i 8" CMU WALL O N 8" CMU WALL • CORNER BARS, SAME SIZE AS BAR w W e" O to — M Z 0'-0' "I IN FOUNDATION WITH 30" LEG EACH W U C WAY AT ALL CHANGES IN DIRECTIONS N rn TOP OF SLAB TOP OF SLAB I SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS •I�° CURB FOR a' a EXT. PORCH SLAB L SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (I -STORY) 18" " EXT. PORCH SLAB N VARIES t SEE SLAB SCHEDULE TOP OF GARAGE T " 4" CHAMFER (1STORY) Ils� s o .. "' CONTINUOUS STEEL MONOLITHIC � ° FOOTING REINFORCEMENT SEE SCHEDULE `iy It, MASONRY UNITS SET AT ELEV: W/ 1/2" ISOLATION ,,,' ., JOINT (WHERE • • 6"CHAMFER (2-STORY) #4 24• W/ 1/2" ISOLATION - a 6" CHAMFER (2-STORY) APPLICABLE) i SEE SCHEDULE p5 30" JOINT (WHERE APPLICABLE) •!i EE SCHEDULE i 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WXD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY #6 42 N AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), ONO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scALE:3a"=r-0" 2 @ GARAGE SCALE:3/4"=V-0" CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-0" SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 48' AND NAIL W/ i6d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN W 2.4 OR 2.6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE I PLANS FOR SPACING. SINGLE y NEW REINF. BAR BTM. PLATE TO BE PT, a SECURED W/ 2- PART a g PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2'CAPPED EPDXY. MIN. EMBED SLAB W/10d MASONRY GALVANIZED PIPE ¢ ONO NAIL 16" O/C STAGGERED. WIFLANGE BASE [) FOLLOW ALL F F. ADDTIONAL METAL C I SPECIFICATIONSNS FOR USE AND CONNECTORSINOT REQUIRED WHEN NO 4 M F PREPARATION OF `r N W UPLIFT IS PRESENT. Z HOLE. tY SEE SLAB SCHEDULE SECURE FLANGE TO w Q SLAB W/(4)1l4" X 2 IW' o p �• w?Q TAPCONS TOP OF SLAB\.; a . 4" CHAMFER (I -STORY) •�L— ;. —4- ,1--� 6" CHAMFER (2STORY) e • a . EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE ANOBARQUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION 8 3 4"=1'-0" 5 6 SCALE:3/4"=,'-0" SCALE: (NO UPLIFT) SCALE:34"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ ISd COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2X6 WOOD BEARING PROVIDE BLOCKING i WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT, SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 6. SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. Q W ADDITIONAL METAL Co U CONNECTORS NOT 4 REQUIRED WHEN NO K n i 8" CMU WALL UPLIFT IS PRESENT. OURED LINTEL CONT. (TYP.) o 8"CMU FILLED CELL (TYP.) «- 0'-0' TOP OF SLAB 4' TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING y +- 0'-0' TOP OF SLAB -�, . .a• if2•' DIA. USP 725OSD BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, AND IP EXT. PORCH SLAB SEE SLAB SCHEDULE 4"CHAMFER (1STORY) w SAE > n e " in 4"FROM ENDS W! i/2"ISOLATION 6" CHAMFER (2STORY) 16" O.C. VERTICALLY MAX JOINT (WHERE - • i MATCH STEEL iAPPLICABLE) SCHEDULE 6"PVCCHASE iEINFORCEMENTSEE PER SCHEDULE 6"PVC CHASE THRU FOOTING FOR WXD, BAR S12E THRU FOOTING AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE PER SCHEDULE (D,_�INT�ERIOR 34'=,'-0"UPLIFT) BLOCK WALL CONNECTION THRU FOOTING (NO 11 SCALE: 3/4"=1'-U' SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdaslgngroup.com L AA 6: 0003325 >r ww O gtmDrv. at L_iOT: ABBOTT PARK LOT ##6 BLK ##8 PROJECT* 04181.000-06083 MODEL.• 4EHB "2605- HAYDEN" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C DP � 11/25/18 sCAL W. 1/4"=1'-0" sNEET S1.1A FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.00m L AAA: 0003325 z' g SUDDIV. & LOT ABBOTT PARK LOT ##6 BLK ##8 PROJECT# 04181.000-06083 MODEL: 4EHB "2605- HAYDEN" awRwoE 911M : LEFT PAQL% FIRST FLOOR DOWEL PLAN 160 MPH EXP. C R D A ABOGCHAM AA NO W723 J D TE 11/25/19 SCALE: 1/4"=1'-0" BHEET s1.I TIE VERTICAL REBAR [�.R.LITEDTIOND O HORIZAIONAL EBAR W1" HOOK BEAM TIE VERTICAL REBAR ., VARIES PER ELEV. TO HORIZONTAL Z d° ��' REBAR W/ 10" HOOK ..• . • • :. 9. f ° ° GROUTED BOND BEAM CV VARIES PER ELEV. •- Z ° a D p Q am #5 BARS m • m v 1. p1 o 10" HOOK B„ Mp I. M CLEAN OUT REQUIRED ° ..—aa • �_•. ey _ ❑ Z 1'-0" C FOR INSPECTION ♦ ° —� p3 m ❑ 1' O d y 0'-0" FIN. FLR. • I O A . •d a TIE VERTICAL RESAR • I �, °d • TO HORIZONTAL FE �? REBAR WHO" HOOK BAR SIZE 46 BAR DIA.�e Z� #3 18 CMU UNIT DIMENSIONS O 24" • `m ARE NOMINAL SIZES M" s' OFFSET METHOD CONTINUOUS SIZE 46 BAR DIA METHOD ##44 24"' O MASONRY SYMBOLS HORIZONTAUVERTICAL HORIZONTAL/VERTICAL #6 30" 3 SCALE: 314"=V-9' REINFORCING REINFORCING „7 42" SCALE: 3/4"=1'-0" L SCALE: wW S a� NEW REINF. BAR cl I SECUREDWl2-PART EPDXY, MIN. EMBED 6", UNO FOLLOW ALL MANF. m 0 I SPECIFICATIONS FOR 2 USE AND Qm PREPARATION OF W HOLE. Af d a •a • •O d ,• STEEL REINF. OF BOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3l4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-774.8078 FAX: 407-7744078 www.abdosigngroup.com AA 8: 0003326 fit i O O �o 1 susv ABBOTT PARK LOT #6 BLK #8 PROJECT 04181.00t06083 MODEX." 4EHB "2605— HAYDEN" GARAGE 9wil7G: LEFT PAGE DETAILS 160 MPH EXP. C DAM 11/25/19 GATE: sCAL.E: 1/4"=1'-0" sHm= S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 12" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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 P8S36, .1 TT"' 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 SIZE & DESCRIPTION REMARK iQ (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (�) SIZE REINFORCEMENT STIRRUPS REMARKS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5 (1)#R5 N/A GROUTEDSOLID BB2 MASONRY 3000 Bx8 (1)#6 NIA GROUTEDSOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS `M 41RE08 SAFE LOAD -POUNDS PER LINEAR FOOT 0--o— SAFE LOAD PLF TYPE NN WM V120 94M V06a 4R14B W908 ama TYPE — arm LENGTH V-S' (42') PRECAST 2231 Y4' (4n PRECAST less W4r (54") BAST l6W V4' (641 PRECAST 1217 S-10' (le') PRECAST 1082 64P (?" RECAST 1T00 T-0' 810") PRECAST 743 VW (112-) PRECAST 854 1014' (128) PRECAST 476 ll'4- (13C) PRECAST 382 1" (144) PRECAST 337 13W (16A") RECAST 2W 1#4r (181M PRECAST 279 14'-0' (IM PRESTRESSED N.R. 1SW (184) P NR 17'4' (We9 PRESTRE N.R. 1V4" Mn PREFMESSW N.R. 214' On PREWMESOM N.R. 2T4T (264) PRESTRESSED N.R. 3f4r PRE8TRfi110FL =m=mmm omm000m oomommm 000000v m000000 ®oe>0000 �mm0000v 10momo mm00000 O�DO�mO 00000mo Omm00 ''ri_'!Q1 oosa0000 0000000 oomomoo 0000��0 0mEm00000 D�m�m00 ��DOmmO 0�0�0�0 D��O�mm mcmmcm©mcmmc:mmc:m� (258� Nit I 19# 1 W 1 410 1 4M Ka0 1 1012 1 14IN (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM "SAFE LOAD TABLES' BY CASTCRETE MAY 2M6 EDITION -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS r'�00 SAFE LOAD - POUNDS PER LINEAR FOOT TYPEII W124r I SFWT I ~ I 9%4-1r I 1n►rt w1T V4r (42'7 PRECAST 1025 1024 1695 T4r (42'7 PRECAST 4'4T (4e") PRECAST Tee 78.T 1300 N-V (4e') PRECAST 4'4P (54') PRECAST S02 M 1073 4'4Y (64') PRECAST V4' (04-) PRECAST 411 411 745 V4' (64) PRECAST 9-1P (In PRECAST 340 339 610 &-IV (M PRECAST V4r (M PRECAST 607 721 490 64" (70') PRECAST 7d M PRECAST 424 =4 3S3 T4' (W) PRECAST 94- (112) PRECAST 320 512 23D 94' (112') PRECAST 101-0' (120) PRECAST 254 401 1W 1V-8' (12n PRECAST W-C (13d) PRECAST 200 462 154 11'4" (138) PRECAST I" (I"') PRECAST 244 402 137 ir4r (1"') PRECAST IV4' (1871 PRECAST 217 324 110 13'4' (19n PRECAST 14'4" (IW) PRECAST 205 203 100 14'0 (1SS'7 PRECAST 14'4' (17e") PRE81RE89® NA 254 91 14'2' (17e) PRESTRESSED 1V4" (184M P(EMEM N.R. 259 83 164' (104') PRESTTIESSSD IrW On PRE87R6883) N.R. 194 64 1T4' on PRFBT 194' Mn PRESTRESSED N.R. 148 52 194' (232") PREVITEMSED 2P4" On PREIMESSED N.R. 125 42 21'4' Mn PRESTRESS® 27-V WC) PPEBIRESSED N.R. lie 40 274T (294) PRE87 D 2W-V MnPREffrRES8® NA 91 33 24'-0" mn PR6811rW8® (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE PROVIDE MINMW 0 OF BEARING PAST EACH SIDE OF VANDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DNISION ACCEPTANCE #: 16-0126.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX- 407-7744078 www.abdealgngroup.00m AA M 0003326 W Y JJy ryJj1 J 7S C L aVHD2v. 4 TAT: ABBOTT PARK LOT #6 BLK #8 PROJECT��rr 04181. W 06083 MODEL' 4EHB "2605— HAYDEN" GARAGE OWWO: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C i—W, = i T"J Tr:- 4r rEADINT:11/25/19 : 1/4"=1'-0" s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1O" #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN i #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 8 AT CORNER STEP SCALE: 3l4"=1'-0" oFJ P lee IT IS THIS ENGINEER'S INTENT THAT XFXX-1T/iM/OB INDICATES A DOUBLE BOND BEAM AND XFXX -1 T/0M/0B INDICATES A SINGLE BOND BEAM WINDOW PRE -CAST •319" "a WINDOW Z SILL SLOPE PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR TYR 8"X8" 1#5 i. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING * B„ HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8"X18" io 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM , • COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL.I- 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. IIDTH # OF #5'S, IN 2ND BOND BEAM COURSE V16-1T/l / B NOMINAL - HEIGHT # OF #5'S, TOP BOND BEAM COURSE # OF #5'S, BOTTOM PLACED IN LINTEL TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SCALE: 1 1/2"=1'-0" 8X16 08L. BOND TOP OF BEAM W/ (1)#5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM :�ZT P OF W/ (1) #5 BAR .y': BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRECAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2" BEAM DESIGNATION OR US PRE -CAST CONCRETE LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS mo . de SINGLE #5 CORNER I STEEL REINF. OF S. BAR, 3OX30 TURNED UP OR TURNED DOWN INTO FILLED CELL - BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/A"=1'-0" WOWSEMM FASTENER SPA(MNO 4 =7 MIN, 2 }" MAX s. = 2 t' MIN, 9" MAX MZA s< =1 ? MIN, 2 7J° MAX e. = 3° MIN, 2 }° MAX C6 -2" MIN, 2 }" MAX & = 2 t MIN, 9" MAX Mw e,=1}"MIN, 2}"MAX e. _}"MIN, 2}"MAX 4 =2" MIN, 2 e MAX e.: 2 � MIN, 9" MAX Mae &=1}"MIN,2}"MAX ea = }" '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: d. = END DISTANCE 6. = SPACING BETWEEN ADJACENT FASTENERS IN A ROW & = SPACING BETWEEN ROWS OF FASTENERS ea = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT $ SCALE: N.T.S. 144i N. RONALD REAGAN RLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 5 J J �pp O SvHDm ae LOT. ABBOTT PARK LOT #6 BLK #8 IPROJZCTIP 04181.000-06083 MODEL" 4EHB "2605— HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C C `DATE`: 11/25/19 SCALE: 1/4"=V-0" SHEET S2.1A 9Xvvi11141IH►1611*113 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)10d x 1 1/2' HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3, ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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, .1 TT" " 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 WI UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACINGA TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST S" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE h BASE PLATE OR REMARK DESPTION CRI REINFORCEMENT W61 4X6 (3}4"x5Ya") SYP. USP HTT4 W/5/6" DIA 5/S3.tA PT., WOOD POST x 5" EXP. BOLT FIRE I "Rt�TC I FLOORB—� 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS ELEV" VIEW PRE-ENG. FLR. JOISTS III 3/4" PLYWOOD 4 lot DRAFT STOP 1I I PRE-ENG. FLR. JOISTS ff **" I 11 rl 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS II II N II II II II 11 11 II it it if to It N II N It II p 11 II 11 to 11 11 11 11 N N N N N N N 11 II 11 11 H 11 11 It II tl 11 II II II II II II J9 II II II N II a -11 of II N u n II ILI_II_1 to N II nN N N II II II N 1 13 1 I_ rill to to to to to n n n N N N II II II I N4W'�D'I II 11N II II N II N N- 11 It II II 11 WAPLL W1 I 11N 2x4 WOOD 11 II toto11 It 'll II II II II II STUDS @ I II WALL WI 11 SYP. N0.2 I II N II 11 11 II II II I 12" Q.C. / i II N 11 STUDS @ 11 11 It to \dl L II II II II II '1I1 12" O.C. 2X6 WOOD tl II WALL W/ DBL. (I JI BM1 II II STUD UNDER I N 4 N u EACH JOIST 11�=e==esv----a= =,I F, 4 Ifflu 1 1 1 1 II II I II DBL STUD u u 2X4 WOOD II II oil II G I II PROVIDE DRAFTSTOPPING WALL W/ DBL. m 11 ALONG THIS TRUSS AS TO II STUD UNDER It to 4 II LIMIT AREA TO 1000 S.F. II EACH JOIST II 1 PER FBCR 302.12 s = _ = s = s • _ N II�1 N N N u 11 11—j u j—' II II II s L' 1i N N u u II II II II II u u u N II II II II N II PRE-F FLOOR N 11 tl II II 11 II �I 11 11 _ �-�, II II II II II II II`�11 II II %91= ��,tl��a� II II 11 II II II II It 11 11 ` _+=_�__>� 11 II II II II II 11 11 II II II II II II It II if II II II 7re.—C7711 71 j 4 �1�1;�5L�'t�aaeika�l 2 i 9A — — — FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" IJOIST BM1 TO CMU WALL WA18P LOUM45 W/(4)%sW WEDGE BOLTS AND (4) WS8 WOOD SCREWS TO BM7, BLOCK W/ 1/2" PLYWOOD EA SIDE OF BM1 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.com L AA M: 0003325 81 3 BUDDIV. a, L/OT ABBOTT PARK LOT #6 BLK #8 PnoimcTp 04181.000-06083 MODEL• 4EHB "2605- HAYDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C 7_1ir — -1i' F-PRINT DA1'E"" 11/25/19 8CAL.E: 1/4"=1"-0" BFIEET S3 A-(1)USP HTA16 TRUS^ •"^"^^ `•"T"'^` 10d x 1 12" TO TRUSS B{2)USP HTAI6 TRU1 IDd x 112" TO TRUSS OBL STRAP, 1 EACH 5 OVER TRUSS (NOT SI X2, 2x WOOD FASCIA ;EE ARCHITECTURAL x SECURED W/ (3)16d :ALV. COMMON NAILS. X2 SECURED W/ 10d IALV. COMMON NAILS 7' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNNALL/FLOOR 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" 0/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. NOOD C O/C, DRAWINGS L A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) 1A 16 TYPICAL TRUSS/ SCALE: 34M'-D" GIRDER CONNECTORS) > BI1CI®t YOLK 7lIGOiE88 4500 3/4" WOOD PANELS 6000 (2)12" WOOD PANELS 60 (2)1/2• WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG (JOIST 51W GYPSUM BOARD OR 12" HIGH STRENGTH CLG. BOARD SECURE IJOIST 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 V7 GYP. WL. BO. 4 I -JOIST CONNECTION @ L.B.W. scALE: 3/4"=V-01' (NO UPLIFT) OUTER 1/3 OF SPAN ONLY ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFANALLIFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" USP HTA16 TRUSS ANCHOR TH (9) 10d x 1 12" NAILS TO NOTE: A PT SYP #2 7' x 4", USS EA. PROVIDE 4" MINIMUM 6", 8" x 4'-0" MAY BE ADDED NCRETE EMBEDMENT. DEL W/ 10d NAILS, 2 ROWS, 3" RAP, 1 EACH SIDE WRAPS UP O/C TO FACILITATE ONE D OVER TRUSS (NOT ADDITIONAL PLY MAX. TO OWN) ACCOMMODATE GIRDER ED IN CONJUNCTION WITH TIEDOWN REQUIREMENTS. AVY UPLIFT CONNECTOR (A) USP LUGT2 W/ (6)11*,3" POWERS WEDGE BOLT& (16)16 GALV. NAILS TO TRUSS (2PLY) #FL17240 (NOT SHOWN) (B) USP RFUS STEEL CONNECTOR WITH (4) 3/4"x6" WEDGE BOLTS AND IX2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SECURED W/ 1Dd MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS 1T OIC A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) TYPICAL ROOF 2A 26 GIRDER CONNECTOR(S) _ DEPTH 1/4"D —HOLE EDGE >5/8" —HOLE DIAMETER < 2/5•D SGL. STUD LSTA12 20 GAUGE W/ 10dx12 HOG COMMON NAILS. (G EACH END TOTAL OF 10 !o6 Boa BLOCK TI OOM 45M 3/4' WOOD PANELS 6000 (2) 10 WOOD PANELS 60 (2) 10 WOOD PANELS 90 2x LUMBER LVLAJOIST WITH BACKER BLOCK W/ A.B. WITH MIN.7 MIN. "EMBEBEDMENT �--�--L TO SLAB & (20)16d x 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB 4< 19 LVUWOOD POST CONNECTIONS II��Itltll�� Hill IN1111111111 �rimk HOLE EDGE >518" A - USP TFL1716 G < 1230 LBS, U < 140 LBS W/ (2) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. OD EMBED (6)10d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2" GALV. COMMON _ NAILS. TO JOIST FL#17241 8 - USP TFL2316 G < 1230 LBS, U < 140 LBS W/ (2) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (6)1Od GALV. COMMON NAILS TO HEADER AND (2)1Odxl-1/2" GALV. COMMON NAILS. TO JOIST FL#17241 BB - USP THF23160 G < 1335 LBS, U < 140 LBS WI (2) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (22)10d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12" GALV. COMMON BTM. HOLE DIAMETER NAILS. TO JOIST FL#17241 PLATE < 315•0 DBL. STUD C - USP TH035160 G < 2280 LBS, U < 265 LBS W/ (4) 3l4"" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (12)10d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12" GALV. COMMON NAILS. TO JOIST FL#17241 D - USP HBPH7116 G < 4140 LBS, U < 1610 LSS W/ (8) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16)10d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. COMMON NAILS. TO JOIST FL#25749 WOOD LEDGER STUD NOTCHING %,� ATTACHMENT DETAIL AND BORING LIMITS 8 SCALE' 1 12"=1'-0" SCALE:34"=1'-0" # 1175 UPLIFT USP - HTWM20 W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN, 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" (2) 2X4 No.SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d 0 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-U' (1) "X" BRACE SEAMS) 39-1" TO 60'-0 (3) -X' BRACE SECURE 2x8 PT, PLATE 6'-0" MAX (W/1X4) (I) 'X" BRACE @ CENTER TO BLK W/ 12" DIA. OR 10'-V MAX (W/2X4)� (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT WI 2" �1" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32"OC 1x4 DIAGONAL MAX. BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BRACING, SEE P.T. PLATE W/ 12d's 8" U a PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX d MAY NOT BE REQUIRED TRUSS ENG) COAT. 2x4 SECURED W/ (2)10d'a @ EACH TRUSS W-1 TO BE INSTALLED a .4 BTM. CHORD OF 10'-0" O.C. MAX. WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6'-0" OC —7 `—END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)100 DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYR BTM. CHORD BRACING SCALE: 3/4"=1'-0' 24" 24•MAX. .1 I -JOIST S8* END 8" MAX. PACING END_ TYP TYP P ACIN E I LAN NO OF MAX MAX MAX LEDGER BD. • 12• EXP. (2 2XS SYP P.T. , Q (2) 2X12 SYP P.T. • • 3/4' Ex, BOLTIJ-BCLT W/2' L�DGER BOARD W EDGE LEDGERBOARDTO BOLTIJ-BOLT W/ 2' WASHER T51' ' TO BE USED 1. ENSURE THAT EXP. BE USED WITH'JOIST WASHERS 5 12" MIN. EMBED. (TYP) WITH '-JOIST BOLTSIJ43OLTS ARE PLACED MIN. EMBED. (TYP) INTO GROUTED CELLS, W ALL AROUNDBOLT. FRONT 2. SPLICE OF FRONT AND REAR LEDGER LEDGER SHOULD LAP A MIN OF z4'-0•. i S to 3. ALL BOLTS TO HAVE WASHER(2)2X12 4. EXP. BOLTSJJ-BOLTS SHOULD NOT BE ANY CLOSER THAN E SYP PT Z O/C. Z m 5. ONLY LEDGER IN DIRECT m (2)2XS CONTACT (REAR LEDGER) WITH REAR SYP PT CMU REQUIRED TO BE P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE EO SPACM CENTRAL SPACING A DOUBLE SYP 2x8 12" 8" MAX. 24" O/C MAX. B DOUBLE'SYP 2x12 (2) 314" 8" MAX. 24" O/C MAX. F I-JOIST WOOD LEDGER DETAIL SCALE: 314"=1'-0" SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" 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 USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=V-T 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abda#Ngngroup.com AA #: 0003325 f Y m 14 a gg JJ IWhY F 4 aysDM Be LOT. ABBOTT PARK LOT #6 BLK #8 PROM" �r 04181.000 06083 HODEU 4EHB "2605-HAYDEN" GARAGE 8TIMO: LEFT PAGE: DETAILS (I -JOIST) 160 MPH EXP. C R] DAM 11/25/19 acAUM 1/4"=1'-0" 19HEET s3.1A 1 NOT USED USP LFTAS W/ (16) Sd COMMON NAILS 2x STUDS USP LFTAB W/ (16) Bd EACH END COMMON NAILS, EACH FL#17244 END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING USP SPTH4/SPTH6 BTM. I -JOIST LVL PLATE STRAPS W/ IOd x 1 12"HDG NAILS FL#17239 WALL / FLOOR FRAMING, I -JOIST PARA 2 SCALE:34"=1'-0" B" CMU WALL REINF PER PLAN ION PER ELEVAT O 3 = Qc3 PERELENATION a (2) 2x4 P.T. W/ MASONRY NAILS Q 12" O.C. 1X2 FIRESTOP #8 WOOD SCREWS x 2" LONG @ 3" O.C.; L STAGGERED OFF CENTERLINE 3/4"AS SHOWN L I I I.f3�4" L &OPAW PATTERN RIIA T (SEE FRAMING PLAN) BL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 101S3.1A. SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL 3 SCALE: 34'=V-9' ONG SCREWS x2" 14 STAGGERED AS SHOWN BL. 2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. 1 8" CMU WALL REINF PER PLAN PER ELEVATION 314" 0 SCREW PATTERN 3�x K PER ATIO ®� SEE WOIS2x4 P.T. CEILING 24" M FRAMING PLAN) NAILER W/ MASONRY NAILS @ 12" O.C. iX2 FIRESTOP SECTION DETAIL AT I -JOISTS PARALLEL 1 TO EXTERIOR WALL 4 SCALE: 3/4"=1'-0" NOT USED 5 NOT USED NOT USED 6 7 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE -ENO AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING 0 PRE-ENG'D WOOD SEE SCHED. BELOW AIN ROOF TRUSS NOT SHOWN FOR CLARITY) TRUSS (TYP) @ 2W O.C. MAX 0 2X4 DIAGONAL BTM. CHORD PRELEVATION BRACING. SEE PLAN FOR FOR STRAPPING �5/8 LOCATION VERIFY ROOF TRUSS SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE SUM BOARD OR 12" HIGH W/ 12" DIA. ANCHOR BOLT W/ 2" A - USP MTW-12 U < 1195LBS STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH W/ (14)1 Od GALV. COMMON. SECURE TRUSS TO TOP PLATE W/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. NAILS. i6d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2)USP MTW-12 U < 2390 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. LBS W/ (14) tOd GALV. BELOW FOR PLATE W/ 12d's 8" O.C. MAX COMMON NAILS EA. 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING O USP SPTH4 OR SPTH6 BTM 1/2" 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) 10d's @ EACH FILL ALL HOLES, DO NOT USE 10d x 3" 1/2"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH / TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. EPDXY 5-12" EMBED. MIN. @ 11' 10a 10b 10c OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG 1 4d GABLE TRUSS @CMU WALL '° A - USP MTW-12 U: 1195 LBS W. (14)10d GALV. COMMON NAILS. FL#17244 B - USP HTW-20 U < 2045 LBS WI (20) 10d VALV. COMMON NAILS. FL#17244 C - USP MUGTIPH04A U < 3715 LBS MUGT TO TRUSS W/ (4)1 Od GALV. COMMON NAILS TOP, (6) 1 Od GALV. COMMON NAILS FACE, (12) 10d COMMON NAILS BACK, (1) 5/8"° A.T.R. TO PHD4A AND (10) WS3 WOOD TRUSS CONNECTION L.B.W. SCREWS TO POSETOSLAB44 POST 9a 9b SCALE: 3l4"=1'-0' SLAB NECT401FL#172419 OONNECTION BAN A&B •USP PAU44 POST BASE <U:2,265 G:6,775 W/ 518 DIA. x 6'EXP. BOLL FL#17239 USP PAU46 POST BASE <U:2,265 G:13,815 W/ 518 DIA. x 6" EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB & (20)16d x 2-12" NAILS TO POST. FL#17324 1441 N. RONALD RFAGAN SL LONOWOOD, FL 32T80 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.eom L AA #: 0003325 l6 Y �IEas�� J J tlf 4 � I L9 SUDDrv. as LOT: ABBOTT PARK LOT #6 BLK #8 PROJECT# 04181.000-06083 MODEL° 4EHB "2605- HAYDEN" GARAGE 8WING: LEFT PAGE: DETAILS (I"- JOIST) 160 MPH EXP. C R11/25/19: 1/4"=1'-0"T 3.1B PRE-ENGINEERED /�1 VALLEY TRUSS CONNECTION d N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 wwwabdeslgngroup.00m AA S: 0003325 G J O alunDiv. aLOT: ABBOTT PARK LOT #6 BLK #8 PROJECT# 04181.000-06083 MODMI- 4EHB "2605- HAYDEN" GARAGE 9TfMQ: LEFT PAGE: DETAILS 160 MPH EXP. C DAB 11/25/19 SCALE: 1/4"=1'—O" SHEET s3.1c SECOND FLOOR DECK PLAN SCALE: 1l4" = 1'-0' 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 wwwAbdosigngroup.com L AA P. 0003325 Y [PROJECT# UDDM ae LOT BBOTT PARK LOT #6 BLK #8 04181.000-06083 HODINU 4EHB "2605- HAYDEN" GARAGE 8VMG: LEFT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C kikw;��w DATE: 11/25/19 aCALE: 1/4"=1'-0" aFIEET S4 i44i N. RONALD REAGAN BI LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-774.4076 www.abdosigngroup.com L AA 0: 0003325 J O Qp yFp� SunDIv. ae XI ABBOTT PARK LOT ##6 BLK ##8 PltojzcTfp 04181.000 06083 MoDELt 4EHB "2605- HAYDEN" GAP-%Qa 8TfMG: LEFT PALM SECOND FLOOR DOWEL PLAN 160 MPH EXP. C SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-0" FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 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-W AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. S. 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 PSS36, .177" • x 2 7/8' LONG, WITH WASHER @ 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE 8 DESCRIPTION REMARK Q (2) 2X8 — — BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi), SIZE REINFORCEMENT STIRRUPS REMARKS BTM, TOP MID SIZE SPACING BB1 MASONRY 30DO SX16 (1)#5 (1)#5 WA GROUTED SOLID BB2 MASONRY 3000 Bx8 (1)#5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADSFOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �6T6`CNl6 SAFE LOAD - POUNDS PER LINEAR FOOT �*^ SAFPILOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH aH eP6ae rt9ai rtsai raw rasa" spas spas TYPE LENGTH 8U8 8FS RCMU TYPE LENGTH 1P4.17 ~ --.r rum r/S17 rum 9WIT raar r2FIT ralm ~T Oaar rw4T rmar ar (4Y) PRECAST 2231 3'4r On PRECAST ,028 1024 1596 7a• (42') PRECAST are Six 4w4 em xa 7001 Im aw aw Sex 44N Mw xaa 7001 4'4Y (41n PRECAST low 4%V (48•) PRECAST TEE 763 1300 4'4Y (46•) PRECAST aw aw ww wa 46N On 1e70 ImmoMm OEM tm aw 3or me 4en ww can 44' (54') PRECAST 1699 4'4P (54') PRECAST 692 691 1073 4'4r (6e9 PRECAST tam 2m nor an 4043 4rll sin IMF 2W nm Sin 4043 4n1 wn 84' l�9 PRECAST 1217 B-4' (641 PRECAST 411 411 745 SW (64� PRECAST fo16 1n San Mw 8xe alet 4wa 101e 1n6 nx aw Saw 31M Ira PAW (70') PRECAST t962 V-1a M PRECAST 340 3� 616 F-10• (M PRECAST ea , se xm Sex 4,aa IN tw7 wN 24w itm Isla Nw ea• (TV) PRECAST m V r (78') PRECAST 607 721 wo Sd (I6') PRECAST m , aw art an s16 tom ,lw fat nto Sax12. rd• Rn PRECAST 748 r-r (90') PRECAST 424 534 363 7W pr PRECAST m t 1 Sox 2a7 m tax +ex ww atw am W-C (11r) PRECAST 664 9'4• (112� PRECAST 328 612 290 94' (112� F'RECABT m 7w 11 4474 tx ar wt m Isis tea ties awl f0'41• (12n PRECAST 475 1014P (12r) PRECAST 264 401 160 10'$' (,25� PRECAST m 5n Me Ila 14x 1 6w m ftw x7a Im NO 114• (135) PRECAST 362 11'-P (13r) PRECAST 200 462 154 II'-V (13n PRECAST 4x ew fop , Ix 4N Om t 0 tsn 1sa 1e,e 1" (144-) PRECAST 387 12'4P (144') PRECAST 244 402 137 12'-0' (,447 PRECAST � 4w 7x /at 11 1 170 see fa f3w 1 tx I" (760� PRECAST 296 184• (160� PRECAST 217 92t 110 134• (160") PRECAST 414 3w wI 70 wl t tew 4w 40 Me 11w 141 1 tw7 I" (IW7 PRECAST 279 11'4r (166� PRECAST 206 203 100 IP4r (16r) PRECAST w4 iw set ix 40 1 aw 110 4w 7V %W 1 1 tem 144' (176") PRESTRESSEDN.R. I*r (176•) PRESTRESSED N.R. 264 91 W-r (,76•) PRESTRESSEDs xe ax 316 ew ea en Ito o 1 m tx ttx 17" 1B�• (164� PR68TR N.R. 164• (184') PRESTRESSED MR 250 63 1B�• (184-) IM ax ao xi See 4w M6 W ioe 7w t M' I aw 1r4• (20e') PRE81R6B8® N.R. 1r-C (2M PREST NR 194 M Ir-C CM PRES m tw aw iw 4w m eaf 7a aw t 7w Int efa ma Irw Mn PRESTRESSEDN.R. 19'-P Mr) P NR 148 52 19-C (282') PRESTRESSED1n He s m la al M ew 647 Mt W t 747 uu 21%C OnPRESTRESSED NAL214' prey PRESTRESSED N.R. 125 42 21'-4• INS) PRESTRESSED 142 14: ax as r7 m M. w7 410 7a1Mi es IN 274' (264'1 PRESERVES)N.R mmmmLmmZmmZm2T-0' om PRE$n"m NR 116 40 22'-0" (2649 P in m aw al 777 to ile w7 ms Ni la m,r ewW4r 4a (2 n PPE$1 N.R N-V Inn PRFSIRE88ED NR 91 38 24'if P lin PREBTFEM 1x Doi xe 40 we 7r 1n fat =0 4w 104 414 10w faa (A) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUER TAKEN FROM •BADE LOADTABlE6• BY CASTCRETE MAY2D15 EDRION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE •ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANl1FACWtES SPECIFICATION - PROVIDE M60MUM P OF BEARING PAST EACH SIDE OF MRNDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 ��®�®mot om®v©o oo�mmm Om�000� mm00000 mo��+oo m�l�0�0© moo�� ®®0000 000�!c!�ca Im®00�0© mmomo�r� l�1�7F�00�© Om00■�mf0 OD®OOmO 0��0m0 oo©0000 0 ©l�71�u70m100 ©�mOm00 ©0000©o i0��©ODD DD��mm aDO�©DO s�aoavo©�� DD�m�O ©osi�s>�a�■� BF8-1T/OM/OB s d �* 1 'f� 4 �o ----------------------------- 8F8.1T/OM/OB 8F8-1 TIOMI08 \y f ) 7 tf ( ff 6 GT R a f 'h s �1 f u e U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 17'-4" ''e d 6 °y ff �� R 1f I � � e f f �+� , 1 1 a ..•, "�., ..s .,..,..,,.... „„.I„ �..,». _BF 8-1 T/1OM/OB _,. b.,..., . a E 1 � � 2. BFB-1�T(OM/OBy `k � �.` .�BF8�1T/OMIOB I L---------J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAfiAN BLVD LONGWOOD, FL 32780 PH: 407-774E078 FAX: 407-774d078 www.abde6igngroup.eom L AA #: 0003326Ut m j J W IN if 1' a � avHaty. at LAT: ABBOTT PARK LOT #6 BLK #8 PROJECT/i 04181.000-06083 acoaEr� 4EHB "2605- HAYDEN" awRwoE a,rRrro: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN %160 MPH EXP. C DA�rET". 11/25/19 asEET s5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1Dd x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 112" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 WI 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 1 t. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENC31NEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LSS SHALL BE FABRICATED WI A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. _ MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE 81ZE a BASE PLATE OftMARK REMARK DE'w.'ION REINFORCEMENT WD-1 4X6 (3 j2"x5 X") SYP. USP HTT4 W/518" DIA 5/53.1A PT., WOOD POST x 5" EXP. BOLT ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 W W W.Obdesigngroup.com L AA N: 0003325 Ib R i�iiiiiy�f 2 =. .>3y a � 3 C 4 [PROJMCT# BBOTT PARK LOT ##6 BLK ##8 04181.000-06083 MODMI.: 4EHB "2605- HAYDEN" GARAGE EWING: LEFT PAGE: ROOFPLFARAMING AND NOTES 160 MPH EXP. C D -: 11/25/19 8CALX: 1/4"=1'-0" GREET s6 r m w oAeLE-Ew LPL ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7- ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) 'A"= 4'C' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+ 0.18 IDIAPHRAW FOR ASS PHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 112" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 8" 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. * w ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN, LENGTH MIN. DNA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 RING 16-20 RINGS SCREW SHANK ER INCH) 8d SCREW SHANK 21/2" 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL 8 TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAF DER ORTRUSS!L EXTERIOR BHEATHINO USE 112" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 6d RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Bd RING SHANK GUN NAILS @ 4" O.C. TOP &BOTTOM EDGES Q� Z O Z Z . � 0 z b 0 � , `J Z z Z _J W (D U W UFC�0 O m w 40 IL I1i111111111'1111,-' � _\11 ROOF SHEATHING LAYOUT AND ENDWALL BRACING ROR GABLE 1� FRAMING C8d RING SHANK GUN NAILS ' 0 6" O.C. IN FIELD TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS ® 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS ® 12" 0.6,.(N FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ACI 318'14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 630.13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD.FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND RISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. - ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WRING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONPORMTO ASTM C33. MWMUMAGGREGATE SIZE SWILL BE 3/4", WOOD: PROVIDE6%NR ENTRNIED CONCRETE DFOOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES S STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS. SILLS, SHALL BE SOUTHERN PINE N0.2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF PROVIDE64AL CONTINLXXIS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIABSONGRWNO WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAVANG8. SEAMS LAPPED 5INCHES AND SEALED WITH ADHESIVE TAPE PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GAILY. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, Sth EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION. FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDINO 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 02. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL. DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED TO" OC, EACH WAY. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A616 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pef AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S 20 psf TOP CHORD Hwrl-WnWrrent REVIEW. 10 pst BTM CHORD -non-D ow rtt TYP. MIN LAPS SHALL BE AS FOLLOWS: 05 BAR - 325"0' NB BAR - 38" k5 BAR - 30' #7 BAR - 12' PROVIDE 36• x 38• CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. 16 pef TOP CHORD 20 pat TOP CHORD UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA, TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A448 GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. , PE DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TPVWTCA BCS11' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. (7 pef w/ ASPHALT SHINGLES) (10 pst W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 pst BTM CHORD 5 paf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1Doef MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL' TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Psf WIND: DEAD LOAD SPEED SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING 017) XPIIPH S (NICE (FBC EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FLIVEOR FINAL BIT ATTIC LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS 6 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: WITH STORAGE: 20pn}, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pnf, 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 70 THE AND DECKS: 40pst, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES, THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50ps1, ROOMS OTHER THAN SLEEPING ROOM: 40pst, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASON. 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 530/ ASCE 517MS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS 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 SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Ern = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER, WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. lAV-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATION/ SITE PREPARATION: "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pet, FOOTING TYPE'M" OR MORTAR SHALL BE USED E M EXCLUSIVELY ON THIS PROJECT. MORTAR ALL BE PROPORTIONED AND MIXED AS OUTLINED UNDERNDER ASTM C-270, HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTORSWLLL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUM' SHALL NOT D(CEED S •/-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MIAAMUM TIME ALLOWED FROM WHEN WATER G AWED TO THE MX UNTIL IT IS DEPOSITED W ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE, REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSEO TO EARTH AND/OR WEATHER 1-1 W FOR 06 AND SMALLER 2" FOR AS AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314'FOR SLABS, WALLS AND JOISTS MW FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, 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, BTH EDITION, BY THE AMERIDAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38, Fy = 38 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B, Fy - 46 W. STRUCTURAL PIPE SHALL BE ASTMd3, GRACE B, TYPE E OR S. Fy = 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A326-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AFPLICATNIN 311E TYPE SPACING REMMKS APPLMATION SIZE TYPE IBANGING REMAPo3 1F2 PT FURRED TO CASE NAROENED LOA WMGE DOOR BUCK 111'DIA TMCCN MI9ONRY 11?ENIBE0., 1-END DIST., NV50lWY/GONG. KIt?Lb10. TmL T0IMSONRYICONC. NO'W=.R FASTENER 6.O'C 11?EDGED- SGO, AL. -OARS GASE NAROENED COx POD WINWWM090NRV ENED GARAGE BUCK 1?Dw.W/ EKPA1AtI0N- 2<•OIC 1-EMBED., 1•EID GIST., 1•PT, SEE-TE6 NA0.112'LONG. BTAGGEREO INTO .. T- y}__..... MON!'. WABHEP, a"euuc wINDOW BUCK CISE NAROENEOCOx ro'c WINOOWIp00fLFASTENEO Nh:ra STR,WTO CONTACT THIS ENGINEER FOR SPACINGDB 1"PT,SEENOTEE ..I -LONG. STAGGERED INTONASONIYxxxD. AlrsorDvrcaNc. REQUIREMENTS E%T, SWN0000R (21 TiT04l "tAPLON 16.OIC l-E_O,TEND. NdieEARwGWOOD 1IC EXPANSDN PEMBEO.PENO BUCK 2[PT,SEENGTE6 NOWASHER FASTNER GIST„11R•EDGE 0- WALL TO-1.9IFB NOD WIWASHER BOLT NST..TEDGEDLST. Lo WWI/� 0.1.-F.2- pOIC 1• END, DIST.,114' P SpEL COL" W/WASHER STAGGERED EDGE 06r. TE6 � 1. 3TAVLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING SUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NGA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND 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. I MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1.441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www,abdosigngroup•com AA M: 0003325 p q 5 O �o BUDDIV. as LOT: ABBOTT PARK LOT #6 BLK #8 PROJECT# 04181.000-06083 MODEL- 4EHB "2605- HAYDEN" GARAGE 8WWO: LEFT PAGE: DETAILS 160 MPH EXP. C 1D 11/25/19 7NI �w 22183 60(7,- qo r vp