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HomeMy WebLinkAbout7827 Davie Ray DrIF 4 99 92260-3EEB-ELSTON9 �•� V�IC1H'PVkVA%, %110 p�1,Fl�wQ�Kp�OAg t ptNG Cp0E, ®QED, EtECTFs t1C CppE, lU. twtko MID'fH* E►- � zEp"YRH 11� FED 1 HOMES f-�14�Pp��N` ?'o OF 2� �NsR tNrc�p,M 12602 TELECOM MRIVE, TAMPA, FL 33637 Tel: (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 .per BliRMW CODE, UpE(AU NNW ` '� •AU IACA1. AM W'A'I'E CODE -OCCUPANCY - RESIDENTIAL GROUP RS CONSTRUCTION TYPE - VB MIN. DITERIOR FINISH - CLASS B *BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH :EXPOSURE - C •1_S�Ry �� _ •2-3PORY RESIDENCE — VAX. HEIGHT A3 PER LOCAL AND SPATE CODES ABV. A/C AST AMP. B°. CL CAB. CLG. CLR CONC, CPT, C.T. D. DBL. D.G. DIM. DIM. DSP. OF DR. D.S. D L. D.W. EA. UEV. EQ. EXH. EXT. F. G/FX. F.G.. FIN. FL FLUOR FTGDR. GA. GAR. DISP. G.P.I. GL. HB.BD. H.C. HDR HOT. ORHT INSUL. MT. ABOVE LAV. AIR CONDITIONING MUM. ALLTERNAETEE M.C.. AMPERAGE MIN. BOARD M.T. CENTERLINE MTD. CABINET MTL. CEILING N.T.S. CLEAR O.C. CONCRETE PM CARPET P.B. CERAMIC TILE PH. DRYER PLY. DOUBLE D. PLYW DUAL GLAZED PR DIAMETERP.T. DIMENSION R DISPOSAL RAD. DEEP RA.G. DOOR REP. DOWNSPOUT RM. DETAIL DSHWASHER s°' EACH S.D. ELEVATION S.N. EQUAL SHT. EXHAUST SHTHG. EXTERIOR SHWR FIXED GLASS SIM. FUEL GAS L. FINISH STD. FLOOR STD. FRENCH CENT sws FOOTING DOOR TEMP. GAUGE THK. GARBAGE DISPOSAL T.O.C. GROUND -FAULT CIRCUIT T.O.P. GLASS INTERRUPTER T.G.E. GLASS TYP. HOPS BOARD U.N.O. OSE BIB HOLLOW CORE VP. HEADER W. HEIGHT W/ INSULATION WD. INTERIOR W w/HaI W.I. LAVATORY LUMINOUS MANUFACTURREEREY MINIMUM MErALTrneEsxoen MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED ESN RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM SOLLIIDCOREEEXTTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING ss Su STANDARD STANDARD SHEAR WALL TEMPERNEDGLMSS THICK TOP OF CURB TOP OF PLATE TOP OFSLAB TYPICAL UNLE OTHERWISETED VAPOR PROOF WASHER WITH WOOD WnvDow WATER HEATER WROUGHT IRON DATE DESCRIPTION olWn 2-STORr CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION �� CIp 8ET 188UEp PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Ai -FIRST FLOOR PLAN PG AlA-STAIR SECTION/DETAILS PG A2-SECOND FLOOR PLAN PG A3G-FRONT & REAR ELEVATION "G" PG A4G-LEFT & RIGHT ELEVATION "G" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVALS PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA8-WALL ASSEMBLY DETAILS olrnnS 2011 P9e UPDATE c2mm STONE ELEVATIONS ADDED mndns coNsrRucnoN pocuMENTS IBSI�Ep FOOTM REv191ON PER Saes �g A I -JOIST DETAILS 4 FRAMMG PLANS PER M. 5=9 ovlul6 CONSTRUCTION DOCUMENTS RE -ISSUED OS/lOAS COLLARD DETAIL 11EVISED OIRi/19 DETAIL- 'ADDING CAR TO DOND REAM' ADDED TO 812A • 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) 774-8078 Fax: (407) 774-4078 mnbns TRUSS ID* ADDED TO FRM'IMG SHEET SQ.FT. CALL. S mrAft PLAN MAINTENANJCB C4AVVM REVISED LINTEL SIZE • ENTRr IST FLR LIVING 9m� SQ FT. 2ND FLR LIVING Iil 80. FT. TOTAL LIVMis 276® sa. FT. &ARAGE 4J3 SQ. FT. Dm 64 SQ FI. TOTAL 2,M 80. FT. PATIO N9® SQ. FT. 04ft/M UPDATED LEDGER COLT SIZE 4 SPACMG 06/2M ADDED LED LIGHTS • KITCHEN 4 CAT41110 'IS PER MARK CONIES 09A3/l9 LEDGER DOI-T SIpACMG REVISED WIM ADDED CO'D LAYOUT � Al>DED OPT e'-D' CEILING HEK•HITS STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS PG S1.113-DETAILS PG 51.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3—FIRST FLOOR FRAMING PLAN PG S3.lA-DETAILS PG S3.1B—DETAILS PG S4-SECOND FLOOR DECK PLAN S4. PG DETAILS PG 54.2-SECOND FLOOR DOWEL PLAN PG S5—SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S8-ROOF FRAMING PLAN PG S8.1A-DETAILS PG SNl-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUDDER 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 EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SEC, THE CORRECT PROCEDURE IS FOR THE BUILDER TO 3UBMCC A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. Rs IN WRITTEN/DRAWN FORMS IN A TIMELY tRAB,DESIGN GROUP HILL RESPOND TO ALL WRITTEN ANNER. AB DESIGN GROUP TAKES NO ESPONSIBRITY FOR INTERPRETATIONS OF ONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE EEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. Li f N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA C. 0003325 aUDDrv. a. LoT. ABBOTT PARK LOT #42 BLK #9 PRtod1CCT# 04181.000-42093 MODRIA 3EEB "2260-ELSTON" GARAGE BVrING: LEFT PALM COVER SHEET 60 MPH EXP. CJ DA'�T'ED1/4"=1'-O" ECALEIii C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th 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. 4, THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES 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 V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & 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 %INCH GYPSUM BOARD OR EQUIVALENT. sTEwrMa( 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 HERERSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- O BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMSSN9 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 T AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & 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 FINISH 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-CI063.128. 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-CIO63 -11A AND R703.7. FIRE RESWTANr 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 GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / 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 1/7 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 AA M: 0003325 ai BUDDIV. de I.OT: ABBOTT PARK LOT #42 BLK #9 PROJECT# 04181.000- 42093 1[GDEU 3EEB "2260-ELSTON" GARAGE ISWING: LEFT PAGE: GENERAL NOTES 60 MPH EXP. DRINT ATE: 11/20.119 SCALE: 1/4"=1'-O" 8XFIEET GN rtO OR IEaRoORMOI IDaM =0 xolalHlwnw R{1iY11B MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWWs 9 36/-4T DR. MIN. CRITERIA SGD. MIN. 41 5 34/-43 CRITERIA 16010 O.W.D. 112 5 31/-35 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICIENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 23'-0" E33UMS HAVE BEEN MODOW PER SECIION R301.2.1 OFTHE FBCR BTH EDITION (2017) TO MEET TESTED ALUDWABIE LT" OR NOMINAL WII4D LOAD VALUES FROM THE PRODUCT MANUFACTURER. Ti 9A'.A' F 0 GREAN ROOM i .� 1f �. �- o !II1 i41 14 'If If �• a If 14 14 �1 .: - _ o lllllllllla ter. oillfo 141 1' — •t — 1f 14 — 14141 O of C� a q o It It It i •� 1; 0 .; 1f141 141 141 IIIIo oV0 FIRST FLOOR PLAN SCALE: 1/4' " I'-0' SQ.FT. CAM'S IST FLR LIVING Sol SQ FT. 2ND FLR LIVING 1a3 SQ. FT. TOTAL LIVING 2,260 SQ. FT. GARAGE 453 SQ FT. EFRR1• 64 SQ FF. TOTAL 2,111 SQ FT. PATIO SO SQ FT. NOTE: -2-6 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 -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNES&, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL DE SEPARATED FROM THE RESIDENCE • ITS ATTIC AREA BY NOT LESS THAN 11Y12.'Imm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HADITA15LE ROOMS SHALL DE SEPARATED FROM ALL HABITABLE ROOM& BY NOT LESS THAN %Y15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. UNDER STAIR PROTECTION: ENCLOSED ACCEB&IDLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2011 IiTW ED.J 302.E 1441 N. RONALD REAGAN Bi LONGWOOD, FL327W PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA 0: 0003325 glunDsv ae s.07, ABBOTT PARK LOT #42 BLK #9 P1i0JECT* 04181.000— 42093 HODZU 3EEB "2260—ELSTON" GARAGE EWDIG: LEFT PAGE FIRST FLOOR PLAN 60 MPH EXP. pp.nrr 'I DATO 11/20/19 8CWX: 1/4"=1'-0" B* EET Al C TON' PLATE 9 m D BAR DETAIL 6CALE:I/2 V-01 2/4' TOG "PLOOR GLUED 4 8C4wEUlD PER FASTENER SCPlDULE V-4 3/4' 2ND FM. FLR V-V BIIM. HGT. (2) LAYERS OF W4' PLYUIOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILM(8 $?AIR DATA: IiR � 1.54' IN, TREADS • 0'. V N06MO 1-1 \ PRE-ENG'D \ FLOORN6 SYSTEM (SEE FLOOR 1' MAX. FRAMMG SHEET) 10• OSINCa era'RL MOM TO coPP•oIr I TO r TRBAD-IO' MAX RISEIl.1 \ r 3/4' W*' MAX VARIATM N R8ER&MMAD6 ADdAOENT TO M7GLdED A0C91%111 E MAOS MCC STAMS EACH ODe "MAX M1ALL wV8 MYLS, U NrW!W W W-WAOM AND \ VARIATION N ANY RISERRRlAD ANY MaFITB FROISCTLD ON TW SM LgIW N' GYM" SOAK. RIM JAN.1 NANDRAIL C"I L-AR CR08S SECTION VIA TO ISE I V4' «V4• OR PROVIDE EGOVALENT GRASPABILITY WKMM• MN 6' WDE . NARROW END MN II• WIDTH • G' FROM NARROW END PANTRY 34• MN HANDRAIL HOT. B llSTAIR SECTION LE, IQ'-V-0' 2X4RE- EA. 2 X 12 laac rE J Zoo Or ? m 2m IWRd S'-8' O:C. 10d MASONRY NAILS • 2X4 P.T. SLCEPER INTO SLAB WITNN S' OF EACH END, 32' O.C. MAX. THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL • 36' AS PER FBCR R311.1,02 IW 2X4 RE-INFt7RG� NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF I#'t 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARSEST 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. 2011 C HA N/DRAIL SECTION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77443078 FAX 407-7744078 www.abdeslgngroup.com AA S: 0003326 it musom a LwoT ABBOTT PARK LOT #42 BLK #9 PaoimcT# 04181.000-42093 MODRIA ' 3EEB ' 2260— ELSTON" OARAaa STIMG: LEFT PALM: STAIR SECTION/ DETAILS 60 MPH EXP. D DA�!l'Z.• 11/20/19 BCAI.M: 1/4"=1'-0" dIiZ= AlA 13'- 2' SWM ;AN\ 02060i -- rAl' 14 141 14 4 MQ owm surm V-v CL& STAIR DATA 16 RISERS 1-041 15 TREADS 101 +11 NOSNG ".0. WjfLll�WIIA �� 0 „��i�lllllllllll B=' 0 im , �:.............� v 01 CLCAL 22X36 o ATTIC ACCESS • MIN IN H .4 75 5H 25-5w PESO RE" T-O' 5--4- S.-O. SECOND FLOOR PLAN SCALE. 1/4 . I'-V" 144I N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-174-6078 FAX: 407-7744078 www.abdesigngroup.com AA C 0003325 I BUDDIV. &a LOT, ABBAT PARK LOT #42 BLK #91 PitoimcT# 04181.000-42093 MODZlj 3EEB "2260-ELSTON" GARAGE 1111117MG: LEFT PAGE: SECOND FLOOR PLAN q60 MPH EXP. ARCHI'Mart STATE OF rpxnrr -DATM. 11/20 197 BCA=. 1/4"=1'-0* B*EC= A2 23'-II' BLD I-GT* 12 SHINGLE ROOF r-0• I 1 I8'X63' RATION 1 MomE001MomDECORATIVE DECORATIVE SHUTTER OR SHUTTER OR EQUIVALENT I I v EQNVALENT 6' RAISED E/AND — - 1212 j 9'-4 3/4' 2ND `�'9'-4 3/4' 2ND FIN. FLR I. FLR 8'-01 IST FLR IST FLR BRG.FKaT. -- --------------- - BRG.HG7. COACH IE LIGHT I I ( 8 tf0 4• RAISED 0o BANDlTYPJ 4' RAISED ESAND v 9 W-O' FIN. FLR O'-V' FIN. FLR FRONT ELEVATION SCALE= 1/4 . P.O. TEXTURED FINISH12 'SPANIBH' b S OFF RIDGE VENT B TAP. IT'-4. 2ND FLR ,`IT'-4' 2ND FLR BRG. HGT. BRG�THG II II F-1 II r A 9.4 �_I I - — - — - — - — - — - — - ----- ---- -- 4 z"° FIN. FLR FIN. FLR 8'-0' I6T FLR ,�B'-0' IST FLR BEG. HGT. ----------------- --- - -- B"-YRG. W.T. ^ b. � III II II II 0'-O'FIN.FLR�. I_ _----_—_ REAR ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH AREA OF ATTIC = 1425 SO. FT. NET FREE VENTILATION AREA REQUIRED 1/300 REQUIREDVENTILATION AREA = 1425/300 = 4.75 VENTILATION AREA X SQ. INCHES PER FT.(1441 = 68450. IN. MN. REQUIREDVENTILATION = .SX 684 IN UPPER PORTION OF ATTIC 34250.1N. OFF RIDGE VENTILATIONAREA US SO, IN. PER VENT 342 /115 TOTALAOFVENTS REQUIRED = 2.9M TOTAL R OF VENTS PROVIDED 3 -AREA OF ATTIC IS THE PERIMTER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL NO OVERHANGS INCLLAED) V!' T141M 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MA804W 44L4' GALV. •L'-TYPE FLASNN6 SET N ROCFN6 CEMENT RGEP t9LA" GHN6LEG OVER 90 PEL 2X6 SIT PT LEDGER W/ PAPER ON TA6. 0*91. 6HEATHN6 OR 112'NS• THREADED ROD 32' 1/2, CDx PLYWOOD "CURED PER O.C. a WTHN 6' OF EACH NAILNG 60410 I IND MAX. GIT N GRIF16ON TOP OF 2ND PIN. FLR (PER ELEV.) HIGH 6TREN6TN E)� LGU-26 2x6 GYP RAFTBRS OR P4E-E4610 TIM" (PER ELAY.) _ Ro�oF eLDPI� ILIVATIOl1 MN. TAG. OSD SI#ATHN6—�� GUSSET TO BE SECURED TO CHANNEL FOR SORIT 2X6 MEMI RM W/ 6d NAIL6 3' O.C.. r4tw" 1 LU626 UV (4) IBd'o I'-4• TO LEDGER AND (2) IOd% TO 2x6 JOIST 2X6 6T'P Pr LEDGER UV 1/2'NS• THREADED ROD 32' OIG. 4 UNTHN 6' OF EACH B'ID MAX. GET N 66T6GN HIGH STRENGTH EXPDXY 6' MN EMBED. OVERHANG DETAIL A SCALE= 1/2 . Y-0' IMNEERM WOOD TI%*M • 24' O.C. &. MIT SWP ORAL~ GRACED BY RWRI MONAL ENGNEER FOR REVIEW AND w"ll re PLYWOOD SHEATHGEE STRUCTURAL T. [LIVJ - — - - ROOFING AND PLASHRVi UV pRiP� —� oro 00 LOM EDGE PER Mr+R Id41eRANTEe IIeEYxJneEreNTs ucRAP FASCIA wTH BREAK METAL � som M2, 2x6 WOOD FASCIA 40 GTIM CTURAL FOR FASTIPER6 VENTED SOPFIT PER ATTIC CALC•6 1/2' THICK 2 COAT CEMENT PLASTER APPLIED D"REMY TD MA6GNR'Y RAL6ED TRIM PER ELEVAVONG 2ND PLR WNDOW PER PLAN RAKE SOFFIT DETAIL B 6CALE= 1/2 . I'-O' 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH:407-774$078 FAX 407-774-0076 www.abd"gngroup.com AA 111: 0003326 a a sVHDM ec LOT ABBOTT PARK LOT #42 BLK #9 PROJECT# 04181.000- 42093 MODEIt 3EEB "2260—ELSTON" GARAGE SQING: LEFT PAGE: FRONT & REAR ELEVATION F,GI, 60 MPH EXP. Ij-2 OFF RIDGE T 5 D TYP. IT'-4' 2NDI. FLR, IT'-4' 2ND FLR. I II II r II 9'-4' FLR 2ND 9'-4 3/4' 2ND 'IN'IN. --'------�- ---------------------------- --'---------- ----- FIN.— 8'-0' I5T FLR 8'-0' 15T FLR eT,$ I------------------------------------------- - — - — - e—�R�.Ir 0 I II 0'-0' FIN. FLR I I _ _ _ _ _ _ _ _ _ _ 0'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 " F-0' TEXTURED FINISH ����OFFFEEE VENT 12125 4B TYP IT'-4' 2ND FLR, ,SIT'-4' 2ND FLR �� - — - — - �BRG. HCaTI-IGr 0 I IIB a I� II El 12 W-4 3/4' 2N09'-4' 2ND FIN. FLR -------- - ----------------- --------------�'T----- FLR. 8'-0' 15T FLR - ------------------------------------- ¢---- 8'-0' 1ST FLR 5RG. HGT. HGT. — IIE P0, If 0'-0. FIN. FLR 0'-0' FIN. FLR RIGHT ELEVATION SCALE: 1/4 " I'-0' TEXTURED FINISH 1441 N. RONALD RE GAN BLVD LONGWOOD, FI.32750 PH:407-774-6078 FAX: 407-7744078 wwwabdeslgngrouP.com AA N: 0003325 pp aLJaDIv. at Lo ABBOTT PARK LOT #42 BLK #9 PROJECT# 04181.000-42093 acoaElr 3EEB "2260—ELSTON" GARAGE OWING: LEFT PAGE: LEFT & RIGHT ELEVATION "G" 60 MPH EXP. PRINT il/20/19 DAM acA=: 1/4"=1'-0" skEr. T A4G ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e DSV OUTLET 20 AMP SMA PROLE IIOV OUTLET 110V lun T In OF offm umv TO VaTCM ON IIOY OURET Mau~ IWtlIND PAIL NNI..nw eTAM17R POWANT TYPE) 220V OUTLET 14) wa CONNECTION MWT.ILATILRrI OOr ORCMND raLt i DUrLMT pTERRIPTER SIMTC44 SWITCH 34PAY OP'ER. SWITCH 4-WAY OP IL I'_0 :�J WLLL MpNRD Lwrt CSILNS LIOMT © LED CLG LIOMT LED VALOR ©vp FROM L04T O V p VAPOR PICOT LaNT OPNCEND CAN eVENT. PAN I OM rm BG. PT. VENT. PMN RLLIWHi I OR1 TER BG rT. VANITY fBPEC'B TOD ET SUILOM ® 2-MULE YRM AIROIND L AROUND MNTJ 7' RAIOREOQM w KAXWIEBOBM I��t1 IIQ II 4' TRACK LIOMT PANEL db METER E'IDIa DETICTm EATT. aaAa4.Lr BCC I!'-1 LJ WALL MOANED E101R DETECTOR EATT. else:UE S/CO CAPIMM EIDQ DMrBCTOR COl1N yML}�IR BEE SMALL N A DRTANCE OF NOT LI N WIN 4• PROM WALL rRONIT Law LIB NATURAL GAB ounin ► TELMPI," JACK EN m Yf13 2E 6E 7a7D Op r AR DacONEeT i ON TELc1m CIN JACK MBTORIED N OTON J J-1m ACCOMMANCEPy om UCH UDR EON cELNW rANAJBMT T. ACAS EOrPaRTED N A Wi sON MANCI Pl O l WPECT N LCN TOR RGGII 24' NCAHDEBOWl' Law STRIP, ppp ar• NCAroNcim Lahr ~ nnD M, NCANDRICENT LIOMT WTW PLOW LIONIT Dy OPT. NCUIRTY ITlYPAD • PA mom Burro" TOR CMMB WBrm • LOCATION OF Tv JACKS A PHONE OUTLETS 4 PANS TO N VIRIPIED . MOMEOIWER PRE -CONSTRICTION MEETm • ALL B 4 20 AMP DRAIC14 CICWTS TO EE AM rALLT rldTECTIID PER E.ECTIlIGAL P'IROYISIONS O mm i1'Y Ee1Tld H4WV A NMC OlRJ7 "04 BDITIOL • N NIP DEDICATED LAUNDRY CIRCUIT. • am . ISLAND (NOT ON KITCil1 CIICUIT) • DISHWASHER DISCOMINCT TO N LOCKOUT N PANLL • BATHROOM MOLT PAN TO HAVE MIN. CAPACITT OP SO C M NTEIevne NT PER E.ECTIBO.AL rROvelome OF SECTION MB013 L,MNOW RDCM RECERACLC EMALL N O'nom PAULT C PICWT-NTERLrnm rRDTECTION Pm FEIMON/E, ON PNDNM • ERNO METHOD SMALL N NON METALLIC CABLE PER E1.50TRC.AL rROvul't" OF Terse ATu ED [Dent • ALL WOW TO CCMSLT MM MECTRC.AL PRO1 (SIGNS OP THE PWC= AIM M (20nl • d ! l eF�. KIu I EE RWI P= eY II DI•r YID URH a LaMtBH MET s< e.ERWT BIgG4MR TYPE PEE METER FIELD VERIFY LCIQ COACH LKaHT `F• DOOR — FMMIUIRE i i FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' . I'-V Pa. FOR CHIMES PANEL: A PANEL: 42 at No" VOLTAGE: 120124OV-1Ph MAW; 150ArM M.LO. FEEDER 0-Kd0 Cu THKN & 1-56 Cu (G) In Y C. OR X#40 AL TIMNa 1-a6 Cu (G) In 2'C. wN• P,m .W C-101. ow • Prt11 Wnnnnn•w♦ Rn 2 41rrx t0 KVA r ess 1 a 2 ♦ .. N.C. ♦t♦lNWe AwyImrCr cl.wr.1F z m R. z ozeR no e m my. a tt 1e l a WAFa 1A 1 012 1 m LV.LR r N 14 14 I= Dw W, 1 n2 .12 1 m a tm y2 m mrr 9 V 14 1m —/bl m .12 1 m 6—A Tea 14 m 1a WCIW n4 14 m tmo t••r we Ara m ns n4 1 m T•4r R Ara 1m4 m W 4e4 0.W ar• • l Rx r Afa 1$ 1 n4 n4 1 W Ortl Room Wu Wb Afa •W m W me 8Mn.R0 Ertl— x AFa 16 t n1 W / r Rbm.n Ear lNc r:M•AFCI aoe 2T m am , 14 1 All n♦ 1 m e.m.r •.le lbc•Pllxr Ara 9C0 m m 9m exNr •bM •r1W.va t4 t yI4 n4 t W enl•lr • i Wlr AFa I00 a1 Ba O • a Ry ••Ie AFa 1e t M n4 1 14 C•n•,el L• a Rr rlr AFCI 4N M N a w M N s ai W a g L a y 9 41 ♦2 y L•r bbm•n Mx:rcWbr/M Mme emN Nor to am R•Ix c•klWl•W llrr Mmyd Faetor CeklUeblW: ASSREVIATIONS: w- AM FAULT CPWT M2,P TER IId NCNCCWQCEMLa1C WI: atouo FALLT 40FARPIER lgrlo.• 1ebm.. Sax ezeoo FW IWCw .A tee% 1t RN•r .r•r4oa t4oR T.r AM LOAD CA= LATION If BASED ON NC NON -COINCIDENT LOAD TOW Cx•NeNe Ler WW DCeee TeYI Awe•/240 wtl• fM• On1•PI LI MIn S R—ptmle Lod TO. ARCS FM xAw u• a R•• a w /e . F1. 19 at w5 at 100% «err CNEa •I.rY L.a WC P•rlA 10 zm 8331 i 8558 TOW walk 9$/ 95SS LED LIGHTING @ PEDESTAL SINK 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTESI A. ELECTRICAL MATERIALS AND INSTALLATIONS SMALL COMPLY MTN ELECTRICAL PROVISIONS OF THE FISCR •eM EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REGUIREMENTS. B. ALL CONDUCTORS SMALL BE TYPE THWN/THBN UNLESS NOTED OTHERUSE. POWER COMPA TRANSPORTER GRADE PROVIDE ISO AMP, 120440 VOLT, I PHASE SECCNDAPM ELECTRICAL SERVICE, PROVIDE 3 01 COPPER CCU) N 1-1/2" DIA SCHEDULE BD PVC CONDUIT OR PROVIDE 3 Oro ALL91HIM (AL) N 2" CIA SCHEDULE SD PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 34/0 CU, TMWN . NS CU N 2' CONDUIT OR 3 4AD AL, TMWN . MS CU N 2' CONDUIT. C0MDINATION SERVICE 1 E0 AMP DISCONNECT SWITCH AND 00440 VC M ELECTRIC METER N I IPHHASE HIM 3R ENCLOSURE MLO PAPEL EDA/AP TELBPMONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EOLIPMENT y EQllPTBNT INTERSYSTEM BONDNG TERMINAL AT LOW VOLTAGE CONNECTIONS 1 4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS OF THE PECK eW EDrrIDN (aenx S/S" DIA X 0 PT LONG. COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774-4078 wwwAbdesigngroup.com AA S: 0003325 till oulDDIV. ag X'07il ABBOTT PARK LOT #42 BLK #9 PROJECT# 04181.000- 42093 MODEL: 3EEB "2260-ELISTON" GARAGE SWING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 60 MPH Ey. >lCALE: 1/4"=1'-0" E1 0 ELECTRICAL LEGEND S7MBOL DEFMITION NOTES osv ourLer 7I AMP N10L! Po1.E IIW QJILET IIDV QUIET V7 Q OUTLET 1171�D TO lWTGI dN IE'N QlRET [lAAI•!D IILORO MIL NIEIviM (TAMPER RswTANr rTTtit a7ev olrrLEt ru ss� DaNswrloN I I a><r. uaTaw•wzr ounET enolND MLLt NrowrlfR lWTCH BWTCH D-WAY Q•ER e117TG1 4•WAY OrER ►..Q uwLL LinNT CEILNG LIfiIT © LED CL.6t LIGHT ©� LED wMDlt PROOF LgNT O yp vAFae FRDOF LWHT ORKalMD CAN vB1f. FAN I QM FOt � FT. v1QIT. FIN 74LIOHi I OM FER e0. Fi. V [eFN:Y 1oD1oD pT 7•s7u sRAr ® ARowo tRELCEeF�/ ARouo ralw�Aca MNv 7' FLUOIleCBiT 4' q.110RMG.R p�� •'••�-'+-Ir• CO � 4' TRIO[ LgNt Pau g� METER! OSD. enoK,e oEncroR YIALL I'IDNIED YTT. wAG[.Ir 1 � 1 M'IOIQ DtTCGTOR ELtl1®WEE ® °A"°011 RIOIQ �� NTEe•caNactro 8/CO �� MALL N A O.TANw Q NOT L[M TYlI I• FSNDANr LIOM ► TB@NOIi JACK � uM7lR HwTa DRCON'Ecr �iecoNacr �LJ T7lLlvRlRl JACK slRt JQ J•OOx Po M N7'1'101lIED N ACCORDANCE YV EON nAnaD Ae WOI N7R w eDK Iva WEND FANILIOM To M suFFORIm N AecoloANw sv sox n/wuD Ae sua+ raR ¢CG4 74' 71CANDE�tt LOW STRIP 000naa %' FCAto..�.lT LMHi F111P nnn® a, NCMOgC� LqM NItlP ROW LpNT KMAD • PD. HRH•EutiON R7R Qlr.e uw NORt • LOCATION Q TV J/LXS ,HIRE odn.E» . FANS To ee rim . HDreauFER 1•RE-cR�sTwICT1DN • ALL . 17o AFF !RANCH CIRCIX'm To eE ARc FAULT I•IrJTEc,ED PER ELEo„acAL I'ADI,MION6 Q mra ATH eorcKa r7AM'i) . N[O 7len 7AMl lDITIOi • 70 AMP DEDICATED LA4NDItY CIRCUIT. • GR . RL/OD (NOT dV KITCH@I CIRCUIT) • DIFilU4p�ER DIeCQ?EGT TO O! LQ:KOUT N PANE. • .AneaoDl'+ cwIAI1sT MN To HAVE MIN. CAPACITY OF eo am NTEN'IITiBIT MR ELECTRICAL I•ISDVISIorM ar FICTION Mp019 R!d[ ArTY eDmRt r7en:. • LAUNORT ROOM REwPIACLE EIIALL .E OROIfO FAILT uRDtmwreAalPrEle PROTECTION 71OR PEReONEL Q+rsEonm • WRNG METHOD !MALL BE NON MCTILLK: GAOL! r� eucrRlca. neo+ASlow Q mas.TH RD tOAM11 • Au ualu ro cRa•LY wn+ ELECTRICAL PRoaadw Q TIE R!O[ •TH m tent 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH:407-7746078 FAX: 407-7744078 www.abdesigngroup.eom L L AA S: 0003328 GT4MEN BDRM #4 PRE -WIRED �. L CL FAN \ I BATH i -- IOPTa ii OPT, I OWNERS LA1)ND 1 BATH#Z G I c ,auLom —_ L PRE -WIRED I L L I GLG FAN I I I ----- >� � LED LIGHTING L0� ® DBL. LAV. OWNER'S BATH WALL MOWTED `I LIGHT r — — — ipli I W/SWITCH I IN ATTIC L---J R A Qj1ic. I � I I ( I I RrOM WALL s w. 4=" NATURAL 6" J I / \ PRE -OARED CONDITIONM� `(`CL.G FAN PRE -WIRED ` J CLG FAN CoLm BDRM #2 BDRM #3 — L I I I I I I � I I L I SECOND FLOOR ELECTRICAL PLAN I J SCALE: 1/4' . I'-0' / i LED LIGHTING ® DBL. LAV. BATH 2 aVHDIV. At LOT: ABBOTT PARK LOT #42 BLK 9 P1tOJECT� 04181.000-42093 1[ODEL: 3EEB "2260-ELSTON" awltwoE e�sva: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 60 MPH EXP. DAl'E-. 11/20/19 a>KEET E� 36'x6®' I I ------- L LA . c � 2-3' 13'-2' S' 13'-Il' 1 I I � I i iOPTi ii OPT. I VTR r VrR — — — — — — — — — — — — — — — — — --- j I t ow. I • • LAv LAV. I j � 2.SINK 2S,EIUI 1I 5,_9. 3 _ LAV.IVR4NGE Ae -- 2. WC 2, O o A V.� r 711g 3. 3 IUC 3' I 3• L KITCHEN SINK 23'•3 W/ AAV I co3. VTR — — — — — — — — 2' PED 3. 3' SIK 3 — 3' co TO MAIN -------------------- ' _ PLUMBING RISER DIAGRAM FIRST FLOOR SECOND FLOOR PLUMBING PLAN PLUMBING PLAN SCALE, 1/4 • I'-V' SCALE, 114 . I'-O' i441 N. RONALD REAGAN 81 LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-774.4078 www.abd••igngroup.corn L AA 8: 0003325 -• av>sa><v ae M ABBOTT PARK LOT #42 BLK #9 PF.OJSCT* 04181.000- 42093 MODZU 3EEB "2260—ELSTON" aA %AGZ arlrMCt: LEFT PADS: PLUMBING PLANS 60 MPH EXP. Dwa� 11/20/19 aoALS: 1/4"=1'-O" az3SST P1 av>sa><v ae M ABBOTT PARK LOT #42 BLK #9 PF.OJSCT* 04181.000- 42093 MODZU 3EEB "2260—ELSTON" aA %AGZ arlrMCt: LEFT PADS: PLUMBING PLANS 60 MPH EXP. Dwa� 11/20/19 aoALS: 1/4"=1'-O" az3SST P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT MALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD A MASTIC. AND NOTALLED AS PER FDC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 67H EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED N ACCORDANCE WITH MC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED 15ATW ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED PIPE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH 15ALANCIWA DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC ­^ O O EXTERIOR WALL AIR RETURN ON AND LIQUID AIR SUPPGERANT LINES AIR HANDLIOR WALL *IR VC CONDENSATE DRAIN LINE EVAP. TRLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO PLATFOCONDENSING WIT TRAP ORAN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 301.2A HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIN, FLOOR OR WALL BRASS PLUG -�—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRA88 TOP CAULK P.V.0 OPTUSPEC FLOOR SLAB CLEAN -OUT (TYEJ LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE- SUPPLY TRUNK BROKEN LINE. RETURN TRUNK l DALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT t M PASS-THRU AIR GRILL SECURE STRAP TO CONG CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WC ROLL STRAP OR EQUAL VENT WAI��',L 4' CONCRETE SLAB SECURE STRAP TO WIT W/ (2) rBXI 1/4' SHT. MTL, SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAN COND. ORAN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC, I'-8'XB' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED ( EXT. GROUND CLEAN -OUT (TYP ) NM FIRST FLOOR MECHANICAL PLAN SCALE. 1/4 " I'-O' 1441 N. RONALD REAGAN BL% LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 Is -I yj BUDDIV. ac LiOT: ABBOTT PARK LOT ##42 BLK #9 PltOJECT#y 04181.000-42093 MODELe 3EEB "2260-ELSTON" GARAGE 8111ING: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 60 MPH EXP. CJ I I DRINT -1 A1'E: 11/20/19 BCAL.E: 1/4"=1'—O" BiIEET M1 SECOND FLOOR MECHANICAL PLAN WALE. 1/4 " P-0' 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdoWgngroupcom L AA 0: 0003325 1 C IS 4 i J S� C lie ounDiv. ae IAT: ABBOTT PARK LOT #42 BLK #9 PROJMT* 04181.000- 42093 MODMU 3EEB "2260-ELSTON" GARAGE 8TIMC: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 60 MPH EXP. DA�1'8: 11/20/19 SCALE: 1/4"=1'-0" SkIEET M2 A `+'.���- 2X4 TOP PLATE PER PLAN T PRE -FAD TRUSS 1/2' CLG. BOARD .IR' DRYWALL SECURE ST. - PLATE TO GLAD WI/ Od MASONRY NAIL S 32' O.G. MAX Pik FLR 2X4 WOOD STUDS .24' Oro. SLAB ITIONS SUPPORTING HUNG PLUMBING RES AND WALL JETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16, O.C. OR NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. 1 TYP. INT. WALL NON—BRG. D1 SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.0 CN J' Oha SHEATHING OR ? CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT IF!' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/S' GYPSWM BOARD OR 12 HKsH STRENGTH CLG. BOARD EVATI SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL m, PER ELEVATION TYP. ON. R-4J INSULATION WINDOW ATTACHMENT f SP PER MANUFACTURES SPECIFICATIONS I REFERENCE STRUCTURAL Ix2 P.T. FURRINCs� STRIPS S' Cm 1/2' GYP. WL. BID -------- - WOOD BASE I a-0' FIN. FLR_ j a ti ,a • 4 n W/ WINDOW OPENING H 5' 01A SLEEVE, DO MOT GILT PE OC NP BEAM NOT CUT SOLID GROUT THE BOND uV (I). % BEAM r2)000RSE REDAAS PIPE THROUGH BOND BEAM \2y SCALE. 3/4'.I'-O' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.IJ ON J' Oha SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRU" MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR TYP. WALL SECTION NO OPENING NOTE: PER SECTION WS.1.1 - FOR ROOF a 1—STORY HIP BLOCK WALL (2) LAAYER�I�Ei PAYMENT SYSTEM D1 SCALE: 3/4'•I'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM D 6151 A/w RIAL mw MR I.N - 00. GAS LINE THRU BLACK FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RB05.0 ON I}' OA.B. SHEATHING OR j' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS I1 �- ♦444.�� I�.�A A�AA��♦A.A..A 44.4, `, wn ;iRr Ai 7RAm— —ovenaAD DOOR BY MYP. BY 0Twm TRA�Ew KIM ROOT' & FOOD= APPROVAL REQ. s GARAGE DOOR JAMBS D1 SCALE: 11/2'•1'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS STIFFBACK AT ALL UPRIGHTS AL PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS TYP. 0.14. PER ELEVATION CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION It -VALUES PER ELEVATION 5/9' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. PURRING — STRIPS • 24' OZ. 1/2' THICK, 2 COAT—/L_ 1/2' GYP. WL. 150— PORTLAND CEMENT PLASTER APPLIED WOOD BASE — DIRECTLY TO MASONRY 0'-0' FIN. FLR V cm a ° s. a • 4' n W/ WINDOW OPENING r� FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON I' O.SJE. SHEATHING OR k COX PLYWOOD SECURED PER 0, FASTENER SCHEDULE TYP'. MTL. DRIP EDGE O.N. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TIM" WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0 J 0'-0' FIN. FLR a. . B TYP. WALL SECTION NO OPENING s 1—STORY GABLE BLOCK WALL D 1 SCALE: 3/4'-1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX- 407-7744078 www sbde5lgngroUP-00M AA A: 0003325 a NINE) evHDIV rk LOT: ABBOTT PARK LOT #42 BLK 9 PROJECT# 04181.000-42093 MODELA 3EEB "2260—ELSTON" GARAGE OWING: LEFT PAGE: DETAILS 60 MPH EXP. DAD1' .. 11/20/10 BCA=: 1/4"=1'-0" 8*1z T D1 4 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER OW FELT PAPER OVER w30 FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION 141905.1.1 PER SECTION R905.1.1 ON J' OAM SHEATHING ON J' CAM. SHEATHING OR 4' COX PLYWOOD OR }' COX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-EN2C4s ER PRE-ENG WD. V p•CTMAX, LEVATION 24' O.C. MAX A ION METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION 15ATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALLS FOR VALUES 2x FASCIA PER CALCS FOR VALUES I, ®, VENTED oH. 5/8' GYPSUM BOARD ELEVATIONS oN. 5/8' GYPSUM BOARD SOFFIT TYP. OR 1/2' HIGH STRENGTH n-p. OR 1/2' WIW4 STRENGTH CLG.BOARD Vp GLG BOARD REFERENCE ix2 FIRE -STOP 80FFIT Ix2 FIRE -STOP STRUCTURAL 41 INSUL. REFERENCE 41 INSUL. 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP SEE STRUCTURAL IX2 FIRE -STOP w WJ a WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS W w w J W � STRUCTURAL 3/4' T 4 G SUBFLOOR GLUED AND NAILED 1/2' THICK 2 COAT SCHEDULE AS PER NAILING PORTLAND CEMENT SC PLASTER APPLIED DIRECTLY TO MASONRY lPER LEV TION IX2 FIRE -STOP SEE STRUCTURAL 7. ° O �> w° m 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE gkIPER LEVATION NATION LFV TON 5/8' GYP81S1 BOARD 5/6' GYPSUM BOARD OR 1/2' HIGH STRENGTH G.G. OR 1/2' HK�H STRENGTH BOARD CLG.BOAFFD ER _lf' EVA ION 0C2 FIRE -STOP R-4.1INSUL. R-4.1INSUL. > > J I I W WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS —REFERENCE STRUCTURAL 1/2' THICK, 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix? P.T. RIBBING PLASTER APPLIED IX2 P.T. FURRING DIRECTLY TO STRIPS • 24' O.C. DIRECTLY TO STRIPS • 24' O.C. MASONRY S' CMU MASONRY B' CMU 1/2, GYP. ILL. BD. 1/2' GYP. ILL. DD. WOOD DARE WOOD BASEIX2 FIRE -STOP —\ IX2 FIRE-STOP—� a. a. .40 G W/ WINDOW OPENING WITHOUT WINDOW OPENING SECONDYFLOOR BLOCK BLOCK SCALE, 3/4'"I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabd"gngroup.com AA 11: 0003325 V j4 b ounDiv ec LOT, ABBOTT PARK LOT #42 BLK #9 PROJECT# 04181.000-42093 moDErt 3EEB "2260—ELSTON" GARAGE Is91ING: LEFT PAGE: DETAILS 60 MPH EXP. DATE. 1114u/ is acALE: 1/4"=1'-0" D2 eEET 1K IT MIK TO 0�-a■�Ll�--rzl_- m0 T.— \-eECU MA 2x4 ON y [I]PLAT TO I•JLK 0CUT NAIL& 81Dl8ZX6 OAFAM DOOR BUCKW/ (8) 1i'XE�A-DOLTS 4 _EI'IEEDMEPIT MK N I.2X6 I T NA= • CENTER Q R DOOR HEADER WY(UlL'X8' J-DOI-T8 W EMSEDMENT W/ 2'W7dL' WAOMPt AND NUT. go LGWALL DE IN ACIUNWA4M TO tl~ACTUIER'8 NOTALLATION MBTRIGTI" WERE GARAGE DOOR l BUCK ATTACHMENT 8" cm)1' DRYWALL I'X4' OR Md' P.T. NAILER Ix4 P.T. OR 4)'4 X4' MIN. SECURE THR1 FRAME 4 EXTEND 144, INTO BLOCK W/ V TAPCONB (MIN. SHANK SIZE .14E MIN. HEAD SIZE 300 MR EMBEDMENT I44 WITHIN W 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 49 DOOR JAMB TO BLACK +3/4 OR +b/4 n WDIDOR TO BLACK +3/4 OR +5 4 E, RT . 2X4,m SECURE TO BLOCK W/ °1(•' TAPCONB OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 3" MIN. EMBEDMENT I V ) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6,m SECURE TO BLOCK W/2-W6' TAPCONS(MK SHANK SIZE .14E MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 V cm 18. O.C. MAX SPACING. V DRYWALL 2XD,m I•X4' OR I'X2' P.T. NAILER SEGO BLOCK W/2-)1(•' CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE -400 DOOR JAMS OR WINDOW MIN. EMBEDMENT I Y49 TTACH TO 2X PER WITHIN 8' Or EACH END 4 MANUFACTURES DETAILS. G. 18' O.G. MAX SPACIN NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAM TO BLOCK +1-1//2' rnl VEN[DOW TO BLACK +1-1/2' U AL:KT. 2X4s SECURE TO BLOCK W/ Vo- TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' Or -MAX SPACING MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL TAPCONS TAPCON MR I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 C.MAI MIN. EMBEDMENT I Y49 DRYWALL WITHIN S' OF EACH END 4 10' O.C. MAX SPACING, 'X4. OR I'X2' P.T. NAILER 2X8ms 11 SECURE BLOCK WR-+N•' V O.S.B. X 4' MIN. (MIN. SHANK SIZE .145 DOOR CASING MR HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX BPACINCs NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1/5Qp" C A +-16 8 ALE: NT . 2X4:m SECURE TO BLOCK W/'J[•' TAPCONS (MIN. SHANK S1ZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING, MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-41b' NON-STRUCTURAL IV TAPCONS TAPCON MR I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8, CM 8' OF EACH END 4 k, DRYWALL 18' OG. MAX SPACING. 2X8ts ❑ 1'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-%- rOOOR CASING TAPONS (MR SHANK SIZE 145 W MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT IY4) -ATTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +2 /D wnmw TO BLACK +2 1 4} : NT . 2X4m SECURE TO BLOCK W/ i(r' TAPCONS (MIN. SHANK SIZE 345 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN e' OF EACH END 4 NOTE: STRUCTURAL ZX 18' O.C. MAX SPACING MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/Z-9fs'NON-STRUCTURAL TAPCON MIN. I-Y4 (SSIZE .14EBLOCK. (MIN. MR SHAHANK EMBEDMENT INTO MIN. HEAD 812E 300 cmMR EMBEDMENT I Y49 • DRYWALL WITHIN 8' OF EACH END 4 'X4' OR I'X2' P.T. NAILER 18' O.C. MAX SPACING. 2>dkm SECURETOBLOCK WW2-W6' A DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOR OJAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 16' O.C. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3' E , Kt . 2X4s SECURE TO BLOCK W/ �(s' TAPCONB (MIN. SHANK SIZE A45 MIN HEAD SIZE 300 MIN EMBEDMENT 1 )") WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 10' OJr. MAX SPACING. MUST 15E ON OUTSIDE 4 2Xim SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL %' TAPCONS(MIN. SHANK SIZE TAPCON MIN. i Y4 .145 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8• cm WITHIN 8' OF EACH END 4 11• DRYWALL 18. O.G. MAX SPACING. 2X8,m a I'XW OR I'X2' P.T. NAILER SECURE TO BLOCK W/J-%' 2X SECURE TO TAPCONS(MIN. SHANK SIZE BTRUCTLIRAt MEMBER N5 W/(2)I2d WITHIN W OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN 8' OF EACH END • DOOR JAMB OR WINDOW IS* O+G. MAX SPACM. TTAC14 TO 2X PER MANUFACTURER DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3' r' SCALE: N.T.S. A 2X4444 SECURE TO BLOCK W/Y4 TAPCONS(MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O+C. MAX SPACING. SECURED THROUGH 2X6m NON-STRUCTURAL V SECURE TO BLOCK WA-1/4' TAPCON MIN. I-& TAPCONS(MK SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 5, cm MR EMBEDMENT IY4) DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR 1'X2' P.T. NAILER 2XDm a SECURE TO BLOCK W/1-1/4' J(r O.SD. X 4' MIN. TAPCONS (MIN. 814AW SIZE .14E DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. wm,4N1 Mrmo4o roPW7•try m x nxmD1Y+ DOOR JAMB TO BLACK +3-7/18" /1 VDIDOW TO BLACK +3-7/16" E: KT . 2X4a SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE .14E MR HEAD SIZE 300 MIN. EMBEDMENT I A,) WITHIN a- OF EACH END 4 NIO�, STRUCTURAL 2X 18' O.C. MAX SPACING MUST BE ON OUTSIDE 4 2Xbm SECURED THROWN SECURE TO BLOCK W/I.1/4' NON-STRUCTURAL +1(r' TAPCONS TAPCON MIN. i Y4 (MINL SHANK SIZE J45 EMBEDMENT INTO BLOCK MR HEAD SIZE 300 MIN. EMBEDMENT I Y49 $' CM WITHIN 8' OF EACH END 4 V DRYWALL 184 OL, MAX SPACING ❑ PX4' OR 1'X2' P.T. NAILER 2XDm SECURE TO BLOCK WA 1/4' ' P.T. X 4' MIN. TAPCONS CABIN. (MIN. SHANK 61ZE .I45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAM OR WINDOW WITHIN 8' 4 OF EACH ENDH TO 2X PER W O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4 ) DOOR JAI® TO BLOCK +3 3/4' H 11DJDOlf BLOCK +3 4' : T . 1441 N. RONALD REAGAN BI LONGWOOD, FL32750. PH:407-7748078 FAX: 407-7744078 wwwabdeslgngroup.00m L AA M: 000332E avi9a:v � IJOT: ABBOTT PARK LOT #42 BLK #9 PROJECT/1 04181.000-42093 MODEL 3EEB "2260-ELSTON" GARAGE 8111IIQO: LEFT PAGE: DETAILS 60 MPH EXP. D TE: 11/20/19 SCALE: 1/4"=l'-0" SHEET D3 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.E 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 17248.1 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 F118644.2 MI WINDOWS &DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS &DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL15332 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 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 30758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 DAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 DAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 DAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 DAMES 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 REAfiAN BL LONOWOOD, FL32760 PH:407.77480T8 FAX: 407-774.4078 www.abdeslgngroup.com L AA M: 0003326 40) 10 E b p sv>aaiv ae :.oa': ABBOTT PARK LOT #42 BLK 9 PROJECT* 04181.000-42093 UODEIt 3EEB "2260—ELSTON" CiARACiJI: awtrt0: LEFT PAGffi: PRODUCT APPROVAL LISTING 60 MPH EXP. Rouuo a nBouaH►M Ala NO saw DATE: 11/20/19 a>I=Zr D4 FIEFOR'ED CONTROL JOINT PLANGE OP CONTROL JOINTS id BE WIED TWO TO LATH i'' O.C. MAX (VERT). NOTE, DO NOT PASTEN CONTROL. JOINT TO WALL EVEN IF STUD EXISTS MEYOND EXCEPT STAPLES uV LEG MAY ISE LOW TO TEMP. SECUE CONTROL JOINT DURING INSTALLATION —� "AStl "' TO I7E'PACED • T' O:C. MAX VERTICALLY I COAT CEMENT \ URM LAYER 9. PORTIPIBER BUILDING PAPER APPROVED METAL LATH FASTENED rl' (VERT) O.C. MAX AT SIITORTS Ulm LAYER'1. STUCCO WRAP WOOD SHEATNNG \ LATH SHALL NOT iVr rm BE i.OMRAJPA i' tO r ro TFAYLL E4 CONTROL n JOINTS OUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTFI CIO&! — PROVIDE U014 LA MAX 6' T PLACED PLAT MAX. r \ T H PROM CONJOINT JOINT WHEN � CONTROL JOINT PALLS ON \ L ASTEMM FOR LATH TO OE NAILS OR_ STRIC7URAL STUD STAPLES N COMPLIANCE W/ ASTM CIOi! 2. an Time To ME (NM. IS) 0041b, WRE & BLOCKING SHOWN MAY BE N AOD(T \ TO WALL STUDS PrAWRED PER PLAN / OLICTAeWMO.R.A O L P" 141MM 0Pr, A ® ). CREASE . PT. i P� 4. bkzL APPROYND MUILDNG lRAr SHALL ME LAPPED A MNIMl1 OF &' i VERTICAL LAPS [ROLL ENDS) 4 &' • HORIZONTAL LAPS. ALL SEAMS NEED TO EE TAPED WITH FORMER 6/EAT416 TAPE � I. 1fR L . MTAL Lath \ \ bC X X X� LATH VERTICAL LAP TO m P 4•R4' FLASMNIS TO EX11140 ONTO 1M14 I' NE LESS PIPE F'M'ETRATION 4. &'.i' SELF-ADFERINS MEMERAIE FLASHING (COMPATIBLE W/ MOM WRAP MATERIAL) OVER 4•R4' SELP-ADNERNIS MEIORANE PLASHM OVER APPROVED HOIEE WRAP. PLASHING t0 Extum ONTO PIPE n non . CUT AND OVERLAP ONE SIDE Of SELF -ADHERING MEMBRANE METAL LATH pL CUT MD OVERLAP ONE SIDE OF I 1N 01 GTCC i� MEhbRANE 02 Ulm LAYER % �' THICK, ! COAT CEMENT PLASTL4R STEP STEP STEP µ.A'HADLEIIMG USE LAYER STUCCO WRAP I ' Mm P R Y WRB LAYER "PORTFIEER EURDiIb PAPER rETAL LATH WRS LAYER 4. FORTIPIEER MWLDNG PAPER STUCCO URAP _ 11" L IG PAFER !IElI! Y �-1 MRAL LATH I r STUWIICCO LATER AL, WRAP �I/j1�1� i'ti' SELF-ADFERIN6 MEMERAIE �P eRurVs — Ah.a• 2 " SCJ1LE,I V2'.1'-0' Non, SM LAPS OF METAL PLASTER BASES SHALL w GRO I ED TO PRAMING MmmwptL THEY SMALL BE TIED BETWEEN SUPPORTS UT14 00415-IN 021-NM) WRE AT INTERVALS Nor MOTE THAN W OMMM). AS PER ASTM CMS! iu QKI C KO U T PORRE-AIR OF WARM DETAIL IN WILD LAYEM, YEARS MAY BE PATCHED YV44OUSE WRAP TAPE PER MANS. SPEC. on PEEL a STICK WOOD STLIC S MAT14M STUCCO •. utw • PAPER OL1QpaYAA. ® LPOLONWO.PT.A L' WOOD SHEATHING OR CMU I. CREASE . PT. S WRB LAYER EI, a awAw . R. C a CIOA4E . PT. C STUCCO WRAP (FRAME ONLY) ♦ P" Pr. O OVER PT. S r" fer.O TOad14 tt N SO"t014FLAME ® V d' THICK, 3 COAT CEMENT PLASTER (FRAME), I/2' 2 GOAT " CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB S TAPE OVER ORxO O I?0xYemlel l or -REED . tt .OrTa, — or-REED W1oe T E1R UAL POLO. pQ ma CUT. Y THICK ! COAT CEMENT Z S'XS' 'L' TYPE CONTINUOUS PLASTER ORAPSd Vr I CDAT L GALV. METAL FLASHING ClU/T PLASM (OW (NAIL TO ROOF DECK, NOT 00 LAYER -2. PORTP4EER '� E WALL SHEATHING) BWLDNG PAPER nmou OILY? USES aCAP LAYER 1 INSTALL �I�TH ROOF CEMENT STUCCO UIAP(NIeAPaOILY) LAP LAYar OF EULPNS ~ jrHALM PLAML WCr ..IQ IION Y) cm CEMENT W W&L ILAara ; I ! ROOF PER ELEVATIONS rJCK,= NASHIM TE. \ OVAL) �s \ IELT uNOER.A. "MR TIGHT UAL NEaO OR E- OOLoac Q21*21 W ��sNy wTALL waTout oRNal.a ROOI.tl Apt � o noCP , c w sm. OYmaAP EXIoD W. SELM &"TRINE, N uoutiOALLT P GCIA aeaP "SM4.0=MW rJ "L" FLASHING N.T.S. INSTALL FASTENERS(CLV%, STRAPS, STAPLES) AS — pacalRED TO SECURE PIPE) UIRE TO PRAMNG HOUSE WRAP. PLASHING TO EXTEND ONTO Ie1P4 4*XW SELF-ADIERNG MEMERANE PLAM'NG OVER APPROVED HOUSE WRAP. R..4SIN[NG TO SXTSIJD ONTO PIPE COW. DEAD OP SEALANT TALI. APPROVED HOIMEIIRAP AIR LTRATION MARKER OVER [ATMM 48TOMERIC COATING OVER STUCCO/ '. FINISH (SEE TYP WALL SECTIQU SECTION PER SECTION 79M7 EORbT be" am Pimb la Eztedor use W ports n cement Plaster shell 0arpl7 wit, the eppk b.. requlremads of ASTM C 92612A. Inslalaton of e4eft IaNW end f essning Bell cvn with ASTM C 108112A. PIPE PENETRATION DETAIL N.T.S. LEGEND DRAINAGE PLANE (UJRB LAYER 01, STUCCO WRAP) UJRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO X—X—X—X SELF—ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-8471-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngmup.com AA S: 0003328 1 b le 0 ESE aLJaDm at IAOT ABBOTT PARK LOT #42 BLK #9 PROJECT#T 04181.000— 42093 MODEIA 3EEB "2260—ELSTON" GARAGE BVMCG: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. DA � 11/20/19 acALE: 1/4"=1'-0" aHEET WA1 BACKER ROD BACKER ROD WRS LAYER 9, ATurrn UKAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHNG OVER TOP, SIDE(8) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BED I. BorroM. a. nlor=_B. s. roP VENT CAP 18 TO 05 SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO DE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDE&Ya' CAULKING a JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and glea*ft Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. I ..; HOODED VENT THICC, 3 COAT CZMENT PLASTER METAL LATH UIRD LAYER al, FORTIMBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) UIOOD SHEATHING WIRE, LAYER 1, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD — 0"TIIOTION —METAL LATH a• cm VINYL CA6ING BEAD 6' RAISED BAND S' To 6' WIDE STRIP SELF ADHESIVE FLASHING, CLAW MA80NI Y BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (UJRB LAYER 01, STUCCO WRAP) UJRB LAYER e2 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R"103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT * TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QWCK FLASH' PIPE THROWN WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS-) BUILDNG PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METEI VERIFY LC STUCCO SCRATCH COAT 1 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT Ye' TO V MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 1, STUCCO UJIQAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-Z OVER 60 MI GRADE '0' FELT-PROVI SEALANT AT JOINTS AND INTERSEGTIC STEP 01 STEP *3 WOOD SHEATHING LAYER 1, STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER METATLLxL�ATTHH CONOTRICTIQJ :✓WOOD—PINISH 0 WOODD FASTEN TO WOOD STRUCTURAL MEMBER a 1' = MAX a• cru V TO V t2Q_-WSL nllss wrrsn Ej 61 WIDE STRIP SELF ADHESIVE FLASHING, CLAW MASONRY BEFORE APPLYING TEXTURED FINISH a MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCKI e' WRB LAYER 1, STUCCO WRAP CUT 'X' INTO SELF -ADHERING k MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRS LAYER 1 STEP 02 WRB LAYER 1, STUCCO UIRAP APPLY 6® MIN ® MEMBRANE NG FLASHING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP U.RD LAYER 4, FORTIFIBER BUILDING PAPER STEP #4 — ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) rt METAL LATH STEP 05 STEP 0(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32760 PH: 407-7748078 FAX 407-7744078 www.abdesigngmup.com AA M 0003325 Ogg avaanr. eA: LOT: ABBOTT PARK LOT #42 BLK #9 PROJECT# 04181.000-42093 MODEL: 3EEB "2260-ELSTON" OARAGE alwsNO: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. DE D � 11/20/19 SCALE: 1/4"=1'—O" 1s*ECZT WA2 WOOD SHEATHING WOOD CONBTRUCTIOV UHAT CHANNEL ' TYPE 'X' DRYWALL WOOD SHEATHING WFB LAYER 9, STUCCO WRAP i' THICK 3 COAT CEMENT PLASTER W I5 LAYER 9, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER k THICK, 3 COAT CEMENT PLASTER 6' OAF. • TOP OF WEEP SCREED TO SHEATHING, BEHIND WEEP SCREED 4' POSITIVE DRAIN wow Aawl n W SELF-ADHERENG FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW - WRB LAYER 9, STUCCO WRAP -WRB LAYER 4, FORTIF BUILDING PAPER - 6' SELP-ADHEREING PLASHNG WRAPPED • COMER OF CANTILEVER }' F�OSITIVE GRAN IIxaWF f1/'lRFn NO GAP IN FIELD —/' (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD l0A DTL.® CANT. SCALE, 1 1/2'-I'-V' NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-641-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD C"TRUCTICN WEATHER RESISTIVE BARRIER 9 3/4 RESILIENT WATHER RESISTIVE HAT CHANNEL tMARRIER 2 �- i' THICK 3 COAT CEMENT — PLASTER S/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PANTED WOOD SHEATHING FINISH i' THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL CORNER BEAD 4' POSITIVE BRAN (,CRP Al.00Cfi VINYL CASING BEAD NO GAP IN FIELD (SHOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD C"TRUCITON WEATHER R2818tIVE BARRIER 9 WEATHER RESISTIVE BARRIER 02 VINYL CASING BEAD i' THICK, 9 COAT CEMENT PLASTER DRYWALL 5/6, TYPE�COA:T METAL LATH IWTEXTLMPAINTED WOOD SHEATHING FINISH i' THICK, 3CEMENT 14EADER45EAM PLASTER 11 RIP EDGE INSTALLATION EXT. WOOD FRAMED WALL 5UB-FN.00R DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 4 $I� 3 COAT GEMENr� VARIES METAL LATH WOOD SHEATH N. 4' POSITIVE DRAIN MtW NO GAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXTERIOR GRADE DRY WALL i' THICK 3 COAT COME PLASTER @PAXTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — FINISH LAYER (2 LAYER PEEL 4 STICK) 6' PEEL 4 STICK • r; EDGE TO DECK WATER PROOFING let t \ LAYER l2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK I USXI 'Y4 P.T. OR SIMULAT WOOD /TREX) FILLER CONTINUOUS Y4 GAP FOR BACKE_�/ ROD A SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)S MIN. SPACE FROM DRIP \ FACE TO TREX Yl GAP FCR BACKER ///// ROD 4 SEALANT V GAP FOR BACKER ROD 4 SEALANT — UIEAT14ER RESISTIVE VINYL GAINING BEAD, BARRIER 9 WEATHER RESISTIVE WATER PROOFNG 1 t- BARRIER n LAYER (2 LAYER PEE STICK) DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA GALV METAL DRIP EDGE SET IN FULL BED OF SEALANT,IS' MIN. SPACE FROM DRIP FACE TO TREX WATER PROOFING 4t LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING VINYL CASING BEAD -� NO GAP N FIELD( (SHOWN FOR CLARIFICATION O= SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION WOOD SHEATHING 7LUMN SHEATHING EATHER RESISTIVE ARRIER 9 =ATTER RESISTIVE ARRIER 4 OAF. \ -EEL t STIPIK 1)Vx3' 'L' FLASHING RU-LY EMBEDDED IN ROOF CEMENT UP X 3' 26 GA. GALV. METAL DRIP EDGE SET N FULL BED O- SEALAWTj9 MIN. SPACE FROM DRIP FACE TO TREX _ / - \PEEL 4 STI ]®WEI FLOOR I NXI N P.T. OR 6"A.0 WOOD (TREX) FILLER CONTNLI" Ys' GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED 9O 3/4 RESILIENT HAT CHANNEL VNYL CA6NG BEAD--� 5/6' TYPE 'X' DRYWALL WREXiURED PPANTEO FINISH k THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 42 EXTERIOR COLUMN COLUMN SHEATHING 6' BAP. I Wx3' 'L' FLASHNG 'FULLY EMBEDDED IN ROOF CEMENT UP X 3' 26 GA GALV. METAL DRIP EDGE SET IN RILL BED OF SEALANT,K' MIN. SPACE FROM DRIP 'FACE TO TREX WATER PROOFING 4t LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING W POSITIVE DRAIN nee �sleen VINYL CORNER BEAD J / (8HOWN FOR CLARIFICATION OF VINYL CASING BEAD J/ SEPARATE ACCESSORIES CNLY BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (W/"T." PT.AQT-TTAT('_) 2x FRAMING MEMBER WRB LAYER M, i STUCCO WRAP THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER WRB LAYER 02, FORTIF15ER CORNER BEAD BUILDING PAPER WRB LAYER fl, FASTENED TO SHEATHING METAL LATH 1 STUCCO WRAP • l' O.C. MAX. ; THICK, 3 COAT CEMENT WRB LAYER 02, FORTIFIBER PLASTER BUILDING PAPER WRB LAYER 01, h'SELF-ADHERING I 110 ' METAL LATH STUCCO WRAP FLASHING 'II J' THICK, 3 COAT CEMENT WOOD SHEATHING (EXPLODED EW FOR PLASTER CLARITY) METAL LATH DRIP CAP ' 1�- WRB LAYER 02, FORTIFIBER BUILDING PAPER WINDOW FLANGE (14 CORNER BEAD (D FRAME 2 1/2' 1 �� CORNER BEAD (FASTENER 4 SPACING ® l' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY N OF ONLY) 14B CORNER BEAD ® BLOCK WRB"LAYER 9, STUCCO WRAP WRB LAYER'2, FORTIFIBER BUILDING PAPER METAL LATH d' THICK, 3 COAT CEMENT PLASTER WSELF-ADHERING FLASHING DRIP CAP WINDOW FLAWxE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) a' 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.com AA N: 0003325 :s ll a � 4 Iloilo. a �I aysa:v as LOT: ABBOTT LOT #42 BLK #9 PROJECT# 04181.000— 42093 MODELe 3EEB "2260—ELSTON" GARAGE FUMING: LEFT PAGE WALL ASSEMBLY DETAILS 60 MPH EXP. u D � 11/20/19 SCALE: 1/4"=1'-0" eHcm WA3 WOOD SHEATHING WRB LAYER 01, . STUCCO WRAP y ��`` METAL LATW I0J' 1 ;• i S TWICIC, 3 COAT CEMENT PLASTER r�1y 'l I-q a r �, 1e1 DRIP CAP WINDOW FLANGE UM LAYER 1, STUCCO WRAP WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIMISER c' BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER FLASHING WINDOW FLANGE CASING BEAD C9) WINDOW (15CF (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER I}' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED —� CASING BEAD VINYL CASING BEAD Y' GAP TYP CASING BEAD IX TRIM MEMBER TO TRIM • STUCCO TO SIDING TRANSITION SIDING WOOD SHEATHING STUCCO WRAP J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 42, FORTIFIBER BUILDING PAPER WOOD SHEATHING WIB LAYER N, STUCCO WRAP CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) OW Q BI OOM MATFER RE616TIYE DARRIER 1 III♦ANER RESISTIVE - BAIWER 4 &' 8--AONtRM - STARTER STItlP SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION_ 6. SEL--AOHERT16 K.AomT ��a1STIVE BARYEATMR 101041,16TIVE .. BANNER4 V RM MI6 WRING GALYV METAL 'r RL46MM6 NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER "i,�° T~C STUCCO WRAP ER REM6TIVE- BaRRaeR -1 BAN LLE914mmATF EIIR IESISTIVE - WR5 LAYER 02, FORTIF15ER '%NmmlA LAP"o 5U I L D ING PAPER W aw-ADMRING — R.AAMINO METAL LATH 6TAR:ER 6TMf-- (EXPLODED 9' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD 0 RAISED 17 A BAND ( FRAME) SCALE: 1 6' S IRY-AOIlRRN6 F AWMo — BAAWFANER �� THICK, 3 COAT CEMENT PLASTER SEALANT METAL LATH 4 WINDOW FRAME WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASINCs (W/V FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY ------------------- ---------------------------- ----------------------------------------------- Ya' GAP TYP �' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT S TO WINDOW Fr__METALLATH -ADMERNS IIEATMER RESISTIVELAP R9 TOAVE `B' M ft TOP Or�TF t::o 0RRRI^EMSTIVE SEATMER RBARRIER 9 dALV*O METAL IV K-Aswm UPATHER RE616TRVE =AIRIER -1 TO LAP 6' MN ABOVE TOP _ OF •r K.A6HMi rt616nvE SIDING TO STUCCO \-mATMERawarVE ® FRAME TO FRAME BANNER - i9 TRANSITION WRB LAYER 02, FORTIFIBER WINDOW FRAME BUILDING PAPER WOOD SHEATHING WI5 LAYER "I, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANCsE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING:z_ (W/%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN /' FLANGE 4 BUILDING WRAP BUILDING WRAP ----------- ----------------------------------------------------------------------- ---- �EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407.774807E FAX: 407-774407E www.abdoeigngroup.com AA I11:0003325 8k1�� III a aysaly 4b L,OT•. ABBOTT PARK LOT #42 BLK #9 PltojzcT# 04181.000-42093 HODELa 3EEB "2260—ELSTON" GARAGE S�►ING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. - l'an'TT DATE: 11/20/19 SCALE: 1/4"=1'-0" SKEET WA4 I 1 1 1 1 ------------------------- J \ --------------------- 2x6 SUB-BANb 7777Z W/I'x4' NOTCH a - - -- ! END, WRAPPED PEEL 4 STICK IN METAL FASCIA WRAP DRIP EDGE I� -1/8' TEXTURED I 1 a I 1� FINISH WOOD 2X6 SUB BAND y 1/2' TEXTURED FINISH a CMU / j a METAL FASCIA j WRAP Ya' FROM �I STUCCO, I' FROM WOOD WALL 1 \`\ EXTERIOR WALL 1 (FRAME OR CMU) 111 a �\ NOTE: NOTCH FOR 2X6 1 \ SUB BAND ONLY ®ELEVATION ®PLAN A 1/6' TEXTURED FINISH • WOOD, id' TEXTURED RMISH • ChRI METAL LATH ORW000 cm WRD LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER 4— -- (FRAME PER RAME ONLY) © FLAN B —ROOF KICK OUT REMOVED �1 FOR CLARITY TROOF DECK (BEYOND) DRIP EDGE, 1' OFF WALL VNOT INTO STUCCO) i— 1'1/8' TEXTURED FINISH a / WOOD, 1/2' TEXTURED FINISH a CMU � / 2x& SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL EDGE . KICK CUT PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/Jp 'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL SUB BAND DETAIL ® WALL W/KICK- OUT FRAME OR CMU 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 W/11�'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a 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 WAP 'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 Ni RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003326 9s� Yr g 4 o aUDDIV. to 7AT: oll ABBOTT PARK LOT #42 BLK #9 PROJECT* 04181.000-42093 MODMA 3EEB "2260-ELSTON" GARAGE ElYnNG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. C D � 11/20/19 SICALE: 1/4"=1'-0" eiIEET WA6 FOUNDATION NOTES '-10" 10'-0" 17'-10" Tr-1 4' CONIC F w I g W SLABI SLAB ao w e �V r EXTEND — — — — — FM-16X18 Ile ' 4'-0- SLAB 1 1/7 13'-0' 12'-8" ; v I I N IA `4" PVC CHASE °J m N ILL TY OP OF SLAB LL I 21'-6" // 8'-2" rt m oP �j ii W op UP TO 2ND FLOOR 6'-5' (FIELD VERIFY m u Y. o w i EXACT LOCATION) g n 9 q o 1.1 L - — — — — — — CW-16X12 CWC-16X12 IU �— — — — — — — �F-2Vi 4 I aq 71-W, in —23'-0" N 8 CWC•16X12 EXTENDSLAB x �J-4411 1 1/2" 5 1/2EMEND SLAB 1 1/2' 14'-8 °D I ro 4' CONC. m ty SLAB X I 5P So a LL 2 I N I FM-16X18— J v rn I LLI 4 4 v I I L — FM-i6X18 2'-10" 16'-0" 2'-10" 14" 5'4' '4" 21'-8" 29'-8" FOUNDATION PLAN SCALE: 1/4" = 1'-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", 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. S. 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. I1.MINDICATEO #.5 BAR, MINDICATES #6 BARAN01CATES #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. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 6-13, 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, 6,h EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 8x8 W I AXW I A OVER 3112" 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-16x18 16" CONTINUOUS 18" - (2)#5'3 (+)0'-0" FMCASX18 11T' CONTINUOUS 18" - ) 's VARIES TE-1 8" SEE PLAN 8.. - e (-)0'-6" TE-2 12" SEE PLAN 10" - s (+)O"-0" F-24x24 24" 2 r 12' s s F2-24x24 2*' 4" 16" s s CW-16X12 16" CONTINUOUS 12" - (2) #6 Hall. CWC-16X12 16, CONTINUOUS 12" - O#5's #51N CURB VARIES 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-774.4078 www.abdosigngfoup.com L AA #: 0003325 R 1 ltMDM & LOT. ABBOTT PARK LOT #42 BLK #9 PROJECT# 04181.000- 42093 MODEL: 3EEB "2260-ELSTON" GARAGE sNWG: LEFT PAGE: FOUNDATION PLAN 60 MPH EXP. 30„ MIN. EACH WAY MONOLITHIC FOOTING Y REINFORCING IN GROUTED m .STEEL STEEL REINFORCING IN GROUTED.CELL SEE PLAN FOR SIZE AND • CL CELL SEE PLAN FOR SIZE AND REQUIREMENTS v SPACING REQUIREMENTSOSPACING rr—&--F w j w's-RECESS GARAGE DOOR z IYEL < I M "°OOIn b z� 8"CMU WALL O 8"CMU WALL RN ° NO OUNDATION WIRNER BARS, MH 3�IEG EAS BA Hww v° VWAY AT ALL CHANGES IN DIRECTIONS•V - TOP OF SLAB TOP OF SLAB SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS CURB EXT. PORCH SAMFER SLAB SCHEDULE BAR SIZE (1STORY) .f-1 EXT. PORCH SLAB VARIES �,IMASONRYSEE SEE SLAB SCHEDULETOP OF GARAGES `- o. I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET 7' AT ELEV: W/1/2" ISOLAT JOINT (WHERE#4 (2-STORY) #3 W/ 112" ISOLATION 4" CHAMFER (1STORY)b•AMFER Il6"CHAMFER(2STORY)..APPLICABLE)CHEDULE M42" JOINT WHERE!EE APPLICABLE) Z SCHEDULE5 4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING D, BAR SIZE #6 FOR W%D, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO #7 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=1'-0" 2 @ GARAGE KALE�314"=1-1" 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3l4"=1'-0' SCALE: 3�4'=1'-0" LAP TOP PLATE A MIN. OF 48° � LAP TOP PLATE A MIN. OF 46' —y AND NAIL W/ COMMON AND NAIL COMMON NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT NAILS, 2-ROWS. 4"O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W1 PLAN LAP TO OCCUR OVER STUD OF WALL WI PLAN w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE N0 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLABW/ PLANS FOR SPACING. SINGLE rn NEW REINF. BAR SPACING, SINGLE BTM. PLATE 117k9" WEDGE ANCHOR W/2" BTM. PLATE TO BE PT. O� SECURED Wl2-PART TO BE PT. PROVIDE DEL. TOP PLATE WASHER SET IN HIGH STRENGTH PROVIDE DEL. TOP PLATE SECURE BT. PLATE TO 2" CAPPED 0. I EPDXY. MIN. EMBED EPDXY 5-112" EMBED. MIN. a 16" OC SLAB W/10d MASONRY GALVANIZED PIPE 4 8", UNO J< USP SPTH4 OR SPTH6 BTM MAX. NAIL 16" O/C STAGGERED. W/FLANGE BASE 0 FOLLOW ALL MANF. AND TOP PLATE ANCHORS W/ ADDITIONAL METAL SPECIFICATIONS FOR 10d z 1 1YL' COMMON NAILS CONNECTORS NOT _ USE AND FILL ALL HOLES, DO NOT USE REQUIRED WHEN NO ion PREPARATION OF 10d x 3" w w UPLIFT IS PRESENT. HOLE. W K K SEE SLAB SCHEDULE SEE SLAB SCHEDULE SECURE FLANGE TO LU < a SLAB W/(4) 114" X 2114" �- 0'-0" TAPCONS QUO TOP OF SLAB TOP OF SLAB 4" CHAMFER (I -STORY) 6" CHAMFER(2STORY) - 0 s° EQ. EQ. EE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO r_,_'�INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION Q 1 scALE:3a"=1'0 (W/ UPLIFT) 5 — scALE:3/a"=r-0" 6 SCALE:3/4"=r-Ir' SCALE: 3/4"=1'-0 (NO UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL WI PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W/i Od MASONRY NAIL c) 0- E 16" OIC STAGGERED. ADDITIONAL METAL U CONNECTORS NOT REQUIRED WHEN NO y UPLIFT IS PRESENT. O 8" CMU WALL 10 POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TVP.) _- TOP OFSLAB SEE SLAB SCHEDULE 2X WALL FRAMING IGROUTED - .SEE SLAB SCHEDULE 1/2"DIA. USP 7250SD BOLTS 5" TOP OF SLAB'e• Z - r MINIMUM EMBEDMENT INTO "ISOLATED' COLUMN PAD CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX °•� a �� POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE °� SEE SCHEDULE FOR WxD, BAR SIZE 3 / FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO SCALE: 3/4"=1'-0" NO UPLIFT ( ) FOOTING AND COL. PAD �� BLOCK WALL CONNECTION 0 SCALE: 3/4"=1'-0" 1 1 SCALE: 3I4"=1'-0' L44i IN RONALD REAGAN BL11 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W ii 7 SUDDIV. as LOT: ABBOTT PARK LOT #42 BLK #9 PROJECT# 04181.000— 42093 MODELa 3EEB "2260—ELSTON" GARAGE SiI/ING: LEFT PAGE: DETAILS 60 MPH EXP. Cj Dw� 11/20/19 SCALE: 1/4"=1'-0" SiIEET S1.1A STEEL REINFORCING IN GROUTED Z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED MIN. 10" EAD W/+1"NOSE d i CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 5 am 8' CMU WALL g PAVERS 0'-0" #4 REBAR (TYP.) 0''o A t w W s a 0 >> C 8" CMU WALL TOP OF SIAB�—i\ '. _� TOP OF SLAB N C z SEE SLAB SCHEDULE Y 1 i@" RADIUS OR CHAMFER Q I ¢ N 0 SEE SLAB SCHEDULE /n WO�4 N; -. _• �,xx 4 . A4 ` 'L-M, TOP OF SLAB '4• SEE SCHEDULE FOR WxD, BAR SIZE &6 w �6w Z 3 w • AND BAR QUANTITY j •� ° i O ° • • � ° • EE SCHEDULE �^ a0 O EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 2 3 4 AT ALL PAVER AREAS SCALE: 1/2"=1'-0" SCALE: IM"=1'-0" SCALE: 3/4"=1'-0" SCALE: 314"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE 112W WEDGE ANCHOR WIT WASHER SET IN HIGH STRENGTH EPDXY 5.1/2" EMBED. MIN. @ 1S- USP SPTH4 OR SPTH6 BTM OC MAX. AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3" -SEE SLAB SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ��INTERIOR FOUNDATION WOOD WALL Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS �w U w N Z 8" CMU WALL O o� +- 0'-0" . Ott v TOP OF SLAB SEE SLAB SCHEDULE w up EXT. PORCH SLAB 4' CHAMFER (1-STORY) WI1/2" ISOLATION 6" CHAMFER (2-STORY)JOINT(WHERE° APPLICABLE) Z MATCH STEEL REINFORCEMENT8" PVC CHASE PER SCHEDULETHRU FOOTING SEE SCHEDULE FOR WXD, R SIZE AND BAR QUANTITY PVC CHASE 6 THRU FOOTING SCALE: 9/4"=1'-0" 4. d . e� 4• 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774 4078 www.abdosigngroup.com AA M: 0003326 W 04 04 a ['s. �o l8UBDM Ae LOT'° ABBOTT PARK LOT #42 BLK 9 PROJECT(11 04181.000— 42093 MODEL: 3EEB "2260-ELSTON" GARAGE SWING: LEFT PACE: DETAILS 60 MPH EXP. 91 DA 11/20/19 SCALE: 1/4"=1'-0" SI3EET S1.1B FIRST FLOOR DOWEL PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAOAN Bl LONGWOOD,FL32150 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA N: 0003325 rz ac7saiv m ""T: ABBOTT PARK LOT #42 BLK #9 P1toJSCT* 04181.000- 42093 MODRU 3EEB "2260— ELSTON" OARA6E BWMC3: LEFT PALM FIRST FLOOR DOWEL PLAN 60 MPH EXP. RDCT m /20/19 4"=1'-0" E TIE VERTICAL REBARc TO HORIZONTAL REBAR WI 10" HOOK Z � GROUTED BOND BEAMi - d VARIES PER ELEV. �- Z O CLEAN OUT REQUIRED Q FOR INSPECTION ' 0'4 FIN. FLR. +� a TIE RTICAL REBAR i TO HORIZONTAL REBAR WI 10" HOOK BAR SIZE 48 BAR CIA. Z #3 > #4 8#5 a 6 #7 HORIZONTAL/VERTICAL REINFORCING 0 SCALE: 3/4"=1'-0" W p U ONEW a. a REINF. BAR a SECURED W12-PART EPDXY. MIN. EMBED 6", UNO = FOLLOW ALL MANF. W 0 I SPECIFICATIONS FOR USE AND C9 PREPARATION OF Z HOLE. a 4.•_d -_ STEEL REINF. OF BOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE: 314"=l'-0" OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. METHOD #4 24" HORIZONTAL/VERTICAL #5 30" 2 REINFORCING #7 42" SCALE: 34'=V-0" #5BARS El II •• II o T 1 0 CMU UNIT DIMENSIONS ARE NOMINAL SIZES O MASONRY SYMBOLS 3 SCALE: 314"=V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32780 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003326 Q 8 DIV. & LOT ABBOTT PARK LOT #42 BLK #9 PROJECT* 04181.000— 42093 1[ODSIe 3EEB "2260—ELSTON" GARAGE sNING: LEFT PAOE: DETAILS 60 MPH EXP. EC DATE: 11/20/19 ECALE: 1/4"=1'-0" SHEET 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 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA WI (10)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 WI 1Od 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 PIIS36, .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 DEBCRIP7TON I REMARK O(2)2x6 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) ZEVV`xH REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (i)#5 WA GROUTED SOLID BB2 MASONRY 3000 8x8 (1)i(1)#5 � WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS `IwPGMse SAFE LOAD - POUNDS PER LINEAR FOOT 4 -4t-- SAFE P FOAO SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH BU6 NM rats r'»a erlses s160 stes Willa same 924es e1rsls sNa mans rasa eras» TYPE LENGTH VIA SF8 RDMU TYPE LENGTH Mir waT W04T w12ar s1�1T w»Sr r3mT $Fwar eras -IT maser e�fr eraser aasn rurr Y-r N29 PRECAST 2231 wN me s+N Nor aN or +0w+ Yd ( PR@frVBT 1025 t024 789I Yd (42•) PRECAST 1r 2r 3M 4r aw Ma Tom sow all M» Iw am 1=4 1fr 1w 2r er 4384 ew Mw TOM (487 PRECAST 7988 2MITN ar 4100 wet 70N Na 4'd (41r) PRECAST 706 TIM 1300 4'd (4S") PRECAST INS2r s0N 2e76 4m m fall4'd ON 4r M» TNT em INN I»w saw N04 ew ee15 4e70 w» 409 4'd (�� PRECAST te99 +m N» rI NN 4m em r4 fd lB4'1 PRECAST Q92 N1 1078 4'4" (�") PRECAST /w/ we0 SM N» 4w m/ Wee Nw 4r M» an W2 laws low my am L#I wA 4w all We (M� PRECAST 1217 Iw »w tr ar Na 2r 4w B4• (S4") PRECAST 417 471 748 S4• (N� PRECAST 1Me / ms 2m ww eeet 4r all »N eew 70Q 1Me ma 2a76 gm wN rI 4m 6-10' (70� PRECA8T 101.2 ITN TIN tot ww ate 3000 atw r4ir (70') PRECAST 340 339 610 B•17 (M PRECAST r / ar s»t 2r 4m. � aoy 4m rw rm wa r 1w ww wN sw Wr 4m 8'd os") PRECAST 9oe Ir 2171 3110 eon sm 4r NM r'� Pe7 PRECAST E07 72t 490 s'd (7S') PRECAST r 1 as urI m 1ffi 2177 ar Wen Nw 1 wa w Ham Iw 2ffi 2M ffiI m2 Td leD'1 PREtJ18T 743 1M7 Ira wM ar ar M raeee Td (=D"1 PRECAST 424 894 SB9 Td PRECAST Tel wa s17e 1011 Ire UM 21oe er Nw N7! im »2I I tr I ma I sm I am I me 9'4•17 PRECAST ( r 110 Ir 2M an MIA ww (112') PRECAST STS 612 230 94' (112� PRECAST m 7a 11 1474 fez Nw aN a2 1241 Iw mNee mg-4� IN m IN$ INS +w NN ale 10d (12C) PRECAST 176 r r Ian ar am Nw ar lad (12n PRECAST 284 401 1D0 10d (7287 PRECAST r Oro w I1w 1 2M7 w "a no m2m ,IN no an I 1r writ tr 2r ar 11'4• (188� PRECAST 882 la w 13N IWw Nw Na 4r t1'4• (188� PRECAST 280 462 164 114• (19S') PRECAST 474 r r wIO IN aw me w +r 1" 2m Nat Owe 4N sa I Im Iw INW Na 12'd (144� PRECAST SS7 w m uN »N 21N M Nw (7M� PRECAST 314 402 187 Ir4f (1M') PRECAST 4w 4N Mr 11 1 Ir wan um fw NN m m12'd 410 r w ISM I m» 18'4• (180� PRECAST 298 a1 70 Io» 14M 1w all aw (is0") PRECAST 217 324 110 13'4• INPRECAST 416 r r m r 1 1m n1 M fm f4a Iwe a» =13'4• Ne m 7p 11w of f tw7 Iwo (ion PRECAST Z79 NI INwom Ismnu Na 2r (1 PRECAST 108 290 100 14'd (7S1� PRECAST r w r Tat M. taw Nit 701 12M 122/ "IT 2w am74'd 4» Nit m Ir 1 1 »w id'd (175� PRE NJ w NR w M M M M I4'd (178n PRESTRESSED N.R. 284 91 I4'd (17n PRESTRESSED ffi eN r m r r Im 402 r 1m 1r 2w MY 2712 ale ass r N0 133m. 1N 17N 164• (184� PRM1RE88® N.R. w MI MR w w M 1S4• (184') PRESTRESSED NR 2s9 s3 164• (1841 P ffi 2m ats w r MA 4e7 r r MI 412 no it 1733 2r 2ffi W 17`4• l 1 PRESTRESSED N.R. w M M w w w M 1T4• (2 " PRE N.R. 194 84 174• Mn PRESTRESSED M »2 M. 300 r as am 70 od r 1001m tell Un m 147111 w all r iffi Iw /w a17 1P4' (am') PR68TRta8® N.R. w w w w w w1 M 1Y 4• p32) PRE NA 14s 62 PR 1V4• R32") E 1w r ffi r w m w 4a r N/ NI sa 7O fa7 r m m tow tr Iw I7» 214• (2881 PRESTRESSED NA M w w w w w w 21V• p�Iery PRESTRESSED N.R. 128 42 214• ( '1 PRM1RE88ED 1N m4 ew r w r r 140 w M w N» Ism "a 142 IN 1N m tw 2N m r r W. ffi 517 7N r r r w r »r r r 2Z-V (2BP) P NA w w w w w w w .2r-V Rs4") PREBTRESBED NFL 119 40 2Td (254') P 10 Nit r 7W4 /0a 1ae law 2t'-0• ( PREBTf�88ED N.R. w IN NR IN w w w 21'd ( PREBT N.R 91 33 24W PM PRESTRESSED IN W t7e 9N an ife Nit r 4u r 4w le7 r m t2e r m r r no 1ffi (#) 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 VALUES TAKEN FROM WIFE LOAD TABLES• BY CASTCRETE MAY2Dts EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFAC IJREB SPECIFICATIONS • PROVIDE MNMUM 4.OF BEAFUN13 PAST EACH SIDE OF VVNDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P, CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16.0126.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = l'-0" IRF6-lT/OM/OB 3TM. @ 6'-8" 144i N. RONALD REAGAN BLVD 2mLONGWOOD, FL3276 PH: 407-7746078 FAX 407-774078 powww.abdosigngrou. AA I000335 ri I 1111111 4 i mm app I Z Mimi, gg m9 SVHDIV. Ae LOT: ABBOTT PARK LOT #42 BLK #9 PROJECT/4 04181.000-42093 MODEL: 3EEB "2260-ELSTON" GARAGE 81RNG: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES (CAST—CRETE) 60 MPH EXP. Dw� 11/20/19 SCALE: 1/4"=1'-0" si;EET sit • #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR Wf 10" HOCK . r 30" TYPICAL #5 BAR IN BOND BEAM CORNER &RKEI!NNFORCING OF BOND BEAM SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP. gA8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 15 Y 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. B" PLACE STEEL HE ACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e REINFORCING (1.2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �G AS DEPICTED HEREIN. STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 15 \,V�' TWO COURSES ARE BOND BEAMS WITH A 5 BAR IN EACH COURSE. TYP. 8"x16" �p E 5, SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM SOND BEAM OJ / EAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL REINFORCCOURSE CING ORBOND BTHE BOTTOM BONG BEAM S TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 15 / pvAS 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. = � I 6 DBL. BON TOP OF BOND BEAM •\O EACH COURSE G 8x8 BOND BEAM TOP OF BEEAM W/ (1) 5 BARJENING • ���G�\� W/(1)5 BAR .1i; BOND BEAM F =FILLED W/GROUT "(\\� U = UNFILLED GROUT SOLID FROM TOP .pL\� NOMINAL LINTEL TO TOP OF BOND OF O WIDTH # OF #5'S, IN E BONG BEAM BEAM COURSE �16-1 T/1 � BNTEREW AS#SOBARR(L4)E ��0 HEIGHTS # OF 5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY 0 OPENING - 2" BOND BEAM COURSE OR 2 BEAM DESIGNATION IT IS THIS ENGINEER'SINTENT #OF 5'S, BOTTOM Bx8 PRE -CAST CONCRETE SCALE:34"=1'0 THAT XFXX-1T/1 M/OB INOICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SIZE.145 MIN WINDOW SIZE .300 MIN EMBEDMSHANK ENT 1 SINGLE BOND BEAM 1/4") 8' FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR ENT AS SHOWN 3 2x6 (MIN 2 X 3) 2-3N 6 TAPCON ." iW, PRE -CAST a OR DRIVE PIN (MIN SHANK WINDOW SILL SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT i 1f4") 8" b SLOPE FROM EACH END AND 18" 1-0/4" MBE EMBEDMENT 4 2x8 (MIN 2 X 3) 23/16 PIN OPEN FACE SHELL SO SHANK SICZE.i1451 MEN E(ADN 2X4 SOLID BLOCKING BAR TOBE PLACED IN 11/4") V' ROM EACH END AND SECURE TO W/ 17116* UPPER LOWER #5 MIN. REQUIRED IN 18"EM O.C. MAX. MIN 1-1/4° R BILK. A. MIN. 2-12d PER BILK. EA. END VCMUWALL BONG BEAM EA EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE: 1 1/2"=1'4' G J scALE:31a"=r-o" 3 SCALE: 3l4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT, REINF. BAR CONTINUES THROUGH LINTEL. > I I SINGLE 5 CORNER I BAR, 3Ox30 TURNED UP 9 OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 0 II I II / 8x8 CMU PIER PROVIDE 5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. I I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM LINTEL, MULTIPLE OPENINGS (DISILNGLE SCALE: 3/4"=1'-0' d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.e6daalgn{rou p.com AA #: 0003325 �q S BUBDM Ae LOT: ABBOTT PARK LOT #42 BLK #9 PROJECT* 04181.000-42093 MODEIt 3EEB "2260-ELSTON" GARAGE Br►IA7G: LEFT PAGE: DETAILS 60 MPH EXP. DATE". 11/20/19 BCALE 1/4"=1'-0" sHzZT s2.1A 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) 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 9B 10B 3 MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH 1 1 1 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. M1 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND x x x CLEAR SPAN OPENINGS. El 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). — — — — — 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE r'f �'� SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE 11 11 11 11 II 11 11 II II II 11 `1�� II r III II a Ir I^ M I FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS if 11 II it I SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. II II II II II II II II II II II II II II II II II II II II II �11 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES II Is II II II of It It II II If 11 It If II II II II II II -'I \ SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED I) I) II (I II II II II II II (I II II II II II I) II II L 11 FASTENER. ZF 72 PBS36.177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. n II II II II u n u u u u n u u n u u u u n u x 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END II II II II II II II II II II II II II II II II II II II II () UNLESS OTHERWISE SHOWN DIFFERENT. I�II��Ill'�J�}�I R WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON x II II II II II II II II II II L.13IF— II 'II II II I11 It It I II (I RATIONAL ANALYSIS. I112, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESSNOTED OTHERWISE. I I FJ1 11„ -„ I� IIFJ2II II �I ,;its III;; it III it II II II I ofI� 1 II II II II II II II it II II „ H' II II II �1t�, II II II II II II II II II II TRUSS MANUFACTURER! ENGINEER NOTES: n u u u II n u n u (II I I II II R II a II a II II u x 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5D0 LEIS SHALL BE 4 I II II II II II II II 11 II II II II II I) (I II II II FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 1 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS II It II a II II If n II II a II II II II Is II It II 1 WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT II II II II II II II II II II (\ ") II II II II II II II II II II SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO II II II TRUSS CONNECTIONS. II II II II II II II II II II II If It II It It Ir / 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. II II II 4 WOOD B IARINII II II II \ ") II II II II II II II II II II u u STUDSWALL W/ SYP NO. 2 of ofu D n of of of of of n 11 IfII II TOP OFWOOD ° II II II II II II II II II II II II II a WALL EL. 8'-8". It II n n II II II u u I D1 u u n I USP LGUM46 W/ (4) 318" x 4" WEDGE BOLTS TO CMU AND (4) WS3 WOOD SCREWS TO BEAM HJ7 BL 4 g LVL __ _= I STUDS 1 .1 aI - T17'�- 4 HJ7 1 'x PROVIDE DRAFTSTOPPING 1 m ALONG THIS TRUSS AS TO --_ LIMIT AREA TO 1000 S.F. --- '� 96 10B 3 PER FBCR 502.12 DBL STUDS FIRE ) SECURE HD26 TO GIRDER a, WI (4) 10d X 1 1/2" NAILS, TO L_---_--J _ CMU W/(4�9It6"TAPPER_— 3l4"SUB 98 106 3=____----------- ��1Za` to FLOOR 1� 2X4 NAILER 1 .1 GT CJ3A 7 FOR DRAFT d PLR. TRUSS - STOP PRE FABRICATED IJOISTII EJ4 x@ 24" O.C. MAXCJ1A--xELEV. VIEW =_=_ ____---- PRE-ENG. FLR. JOISTS 'II ---- '---�I6W/(2)1/2" ��J�WOODPANELS 3/4"PLYWOODFJ4DRAFT STOP____..--�� PRE-ENG. FLR. JOISTS I 4 I�1 .i 2X4 NAILER FOR DRAFT STOP 3/DRAFT TOP FLOOR FRAMING PLAN DRAFT STOP PLAN VIEW SCALE: 1/4"= V-O" IJOIST DRAFT STOP DETAILS N. COLUMN SCHEDULE MARK SIZE 8 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4x4 (31/2"x31/2") USP HTT4 W/ SA" DIA. x 5" 01 SYP. PT, WOOD POST EXP. BOLT 1441 N. RONALD RFAGAN BLVD LONGWOOD,FL32760 PH: 407-774$078 FAX: 407-774.4078 www.abdealgngroupcom AA M: 0003326 J rz x3 8f � S acreary Se r,,oT: ABBOTT PARK LOT #42 BLK 9 PROJECT* 04181.000- 42093 1[ODELs 3EEB "2260-ELSTON" awRwaa aWMc: LEFT PAOE: FLOOR �FRAMING ELEVATION 'G' 60 MPH EXP. RINT DA 11/20/19 szts�r s3 A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 1)2" TO TRUSS. FL117680 B42) USP HTAI6 TRUSS ANCHOR WITH (9) 10d x 1 1/2' TO TRUSS EA STRAP. FL#17680 DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED WI (3)16d GALV. COMMON NAILS. IX2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFIWALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6", 8" x W-0" MAY BE ADDED W/ IDd NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, LA 310LBS (2 STRAPS) 1 a 1 b TYPICAL TRUSS/ Sam GIRDER CONNECTORS) sm BACI113t BU= THDBE88 45W 3/4' WOOD PANELS 6000 (2)1W WOOD PANELS 80 (2)1/2" WOOD PANELS 90 2x LUMBER 314" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG (JOIST 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE (JOIST TO TOP PLATE W/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2z6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. ��I-JOIST CONNECTION @ L.B.W. �* 6CALE:3/4"=V-0" (NO UPLIFT) DEPTH IWD —HOLE EDGE >518" —HOLE DIAMETER < 2/5-D SGL. STUD OUTER 4/3 OF SPAN ONLY EDGE >5/8" 24" OIC, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (2) USP HTAI6 TRUSS ANCHOR WITH (9)10d x 1 1/2" NAILS TO TRUSS EA. PROVIDE 4" MINIMUM CONCRETE EMBEDMENT, DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR FL#17680 PLYWOOD SHEATHING, SEE "ROOFAVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", B" x 4'-0" MAY BE ADDED W/ 1Dd NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. `(A) USP LUGT2 W/ (5)1/4"0" POWERS WEDGE BOLT& (16)16 GALV. NAILS TO TRUSS (2PLY) #FLI7240 (NOT SHOWN) (B) USP RFUS STEEL CONNECTOR WITH (4) 3/4'W" WEDGE BOLTS AND 1z2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. IF 4 BOLTS ARE USED W SECURED W/ IN MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS 12" O/C SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) B ALLOWABLE UPLIFT = U:9000 LBS, LA310 LBS (4 WEDGE BOLTS IN RFUS) TYPICAL ROOF 2a 2b GIRDER CONNECTOR(S)SCA=1� 1B3TIE8 BAOmKOIX TH0Q1FA8 4500 314" WOOD PANELS 8000 12) i/2' WOOD PANELS 80 (2)1/2' WOOD PANELS 90 2x LUMBER LSTA12 20 GAUGE W/ tOdxll2 HDG COMMON NAILS. EACH END TOTAL OF 10 LVUWOIST WITH BACKER BLOCK HTT16 W/ 5/8" A.B. WITH MIN. T EMBEDMENT TO SLAB 8 (20) 16d z 2-1 Y2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB 4. �LVL/WOOD POST CONNECTIONS .7 SCALE: 314"=V-0 _ u A - USP TFL1716 G < 1230 LBS, U < 140 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (6)10d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2" GALV. COMMON NAILS. TO JOIST FL#17241 011 B - USP TFL2316 G < 1230 LBS, U < 140 LBS W/ (2) 3/4"1 WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (6)10d GALV. COMMON NAILS TO HEADER AND (2)10dxl-l/2" GALV. COMMON NAILS. TO JOIST FL#17241 BTM. HOLE DIAMETER BB - USP THF23160 G < 1335 LBS, U < 140 LBS W/ (2) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. PLATE < 3/5'D DBL. STUD EMBED (22)1 Od GALV. COMMON NAILS TO HEADER AND (2)1 Odxt-1/2" GALV. COMMON NAILS. TO JOIST FL#17241 C - USP TH035160 G < 2280 LBS, U < 265 LBS Wl (4) 314'" WEDGE-BOLT/J$OLT, 5" MIN. EMBED (12)10d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2" GALV. COMMON NAILS. TO JOIST FL#17241 D - USP HBPH7116 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16)1Dd GALV. COMMON NAILS TO HEADER AND (10)16d GALV. COMMON NAILS. TO JOIST FL#25749 STUD NOTCHING WOOD LEDGER BORING LIMITS ATTACHMENT DETAIL AND 8 SCALE: 1 1/2"=1'-0" 9 SCALE: 3/4"=1'-0" 6'4" MAX (W/1X4) OR 10'-0" MAX (W/2X4)r # 1175 UPLIFT USP HTWM20 W11010d TO TRUSS AND (4)1/4" x 2 114" 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.2 SYP DIAG. — BRACE W/ (3)12d @ EA. TRUSS (DIAG. BRACETO COVER 5 TRUSSES) 0'-0" TO 30--0" (1) "X" BRACE 30-V TO 60'-0 (3)'W BRACE (1) "X" BRACE 6 CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - IX4 DIAGONAL SEE ARCHITECTURAL STM. PRE-ENG GABLE TRUSSBRA—� HOSEE PLAN FOR LOCATION STIFFBACK (AS PER MAY NOT BE TRUSS ENG) REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM RED. 1x4 BTM. CHORD BRACING 6'-0" 0/C —� -- END WALL OR OTHER MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF IU-X O/C MAXSECURED Wl (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYR(::: �BTM.HORD BRACING SCALE: 3/4"=V-0" 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'4" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2X4 SECURED W/ (2)1 Od's @ EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:34"=1'-0" 24" 24- MAX. �IJOIST 6" MAX. SPACING END wa-JOIST ACIN SEEF IN PLAN TYP rm P END OF MA% MAx MAX LEDGrT--fER BD. �,T, ')) THE USE OF ALTERNATE MATERIALS MAY BE Pp W/2' a EDGE L2E02GERBOARDTO EXP B�.T/aTW/2- USED SO LONG AS THEY CONFORM TO THE BOLT/J-BOLT1DERBOARD WASHERa81/2' y.ORH�1.08T 1.ENSURETHATEXP. BE USEDWRHIJOIST MIN. EMBED. (7YP) BOLTS/J43OLTS ARE PLACED MIN. EMBED. MP) FOLLOWING INTO GROUTED CELLS, WALL AROUNDSOLT. FRONT 2. SPLICE OF FRONT AND REAR LEDGER LEDGER SHOULD LAP A MIN OF 2 4'0. i 3. ALL BOLTS TO HAVE WASHERS (2) 2X12 m 4. TB BOYCL BOLTSSHOULD gVP Pf NOT SE ANV CLOSER THAN 8- 2 O/C. 2 m � 5. ONLY LEDGER IN DIRECT m i (2) 2X8 CONTACT (REAR LEDGER) WITH REAR SYP PT CMU REQUIRED TO P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE @D BPACBp CBTIRAI. BPIICBiB A DOUBLE SYP 2x8 1/2" 8" MAX. 24. O/C MAX. B DOUBLE SYP 2xl2 (2) 3/4" 8" MAX. 24" OIC MAX. 10 I -JOIST WOOD LEDGER DETAIL SCALE: 3/4"=V-0" 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, FI, 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-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-77443078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 y >stmz) " Ae LOT. ABBOTT PARK LOT #42 BLK 9 PROJECT/ 04181.000-42093 MODZT. 3EEB "2260—ELSTON" GARAGE 81rIIMG: LEFT PAGE: DETAILS (I —JOIST) 60 MPH EXP. EC DARTE: 11/20/19 8CALE: 1/4"=1'-0" eHEET s3.1A NOT USED USP LFTA6 W/ (16) 8d COMMON NAILS 2z STUDS USP LFTAB W/ (1 B) 8d EACH END COMMON NAILS, EACH FLAM7244 END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUD& PLYWOOD FLOOR SHEATHING USP SPTH41SPTHS BTM. WOIST LVL PLATE STRAPS WI 10d x 1 1/2"HDG NAILS FL#17239 WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL .3".. #8 WOOD SCREWS 1 x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE 3/4" AS SHOWN 8"CMU WALL1 REINF PER PLAN PER ELEVATION I-314" �l�F O ;� SCREW PATTERN 30 FRDISTAMING PLAN)x� w PER L NATION (2) 2x4 P.T. W/ BL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, VVS3.1A. 12" O.C. 1X2 FIRESTOP SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL SCALE: 3/4"=1'-0" LONG 00 SCREWS x 2" Ixy— STAGGERED AS SHOWN DBL. 2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. 8" CMU WALL REINF PER PLAN f k3J4" PERE EVATION LLO •+' SCREW PATTERN K dui Qa R LVAI N m� 2x4 P.T. CEILING 24" M wOISTFRAMI(SiE PLAN) NAILER W/ MASONRY NAILS @ 12" O.C. 1X2 FIRESTOP SECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL SCALE: 3/4"=V-0" NOT USED 5 NOT USED NOT USED 6 � PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS NOT SHOWN FOR CLARITY) TRUSS (TYP) C 24" O.C. MAX 0 2X4 DIAGONAL BTM. CHORD PER ELEVATION 6ilk ION I BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A - USP MTW-12 U- 1196 LBS STRENGTH CLG. BOARD 4z414x6 SYP NO, 2 WASHER SET IN HIGH W/ (14)10d GALV. COMMON SECURE TRUSS TO TOP PLATE W/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. NAILS. 16d 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. LEIS W/ (14) tOtl GALV. BELOW FOR PLATE W/ 12d's S" 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 SPTHB BTM i/2" GYP. WL. BD. o• AND TOP PLATE ANCHORS W/ 10d x 1 1/2"COMMON NAILS SECURE BT. PLATE TO SLAB W/ �— CONT. 2x4 SECURED W/ (2)10d's @ EACH FILL ALL HOLES, DO NOT USE 10dx3" 1/2"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 010'-0.O.C. MAX. EPDXY 5-1/2" EMBED. MIN. 0 16" 110a 10b 10c OC MAX. SCALE: 3l4'=V-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 sTOPOST 00NNECTaN SCALE: 3/4"=l'-0' e _ A - USP MTW-12 U < 1195 LBS W/ (14)10d GALV. COMMON NAILS. FL#17244 '• S B - USP HTW-20 U < 2045 LEIS WI (20) 10d VALV. COMMON NAILS. FL#17244 C - USP MUGT/PHD4A U < 3716 LBS MUGT TO TRUSS W/ (4) 10d GALV, COMMON NAILS TOP, (6) 10d 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 POST FL#17240IFL#172419 POET TD BLAB CONNECTION 9a 9b SCALE: 3/4"=V-0" A8B - USP PAU44 POST BASE <U:2,265 G:6,775 W/ 5/S DIA. z 6" EXP. BOLT FL#17239 USP PAU46 POST BASE-U:2,265 G:13,815 WI 518 DIA. x 8" EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 6 (20)16d x 2-1/2" NAILS TO POST. FL#17324 1441 N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 N fail etTUDIV. k LOT ABBOTT LOT #42 BLK #9 PROJECT# 04181.000-42093 MODEic 3EEB "2260—ELSTON" GARAGE 871ING: LEFT PAGE: DETAILS (I —JOIST) 60 MPH EXP. Ec DA� 11/20/19 SCALE: 1/4"=V-0" esEET S3.1B 21'-8" 4 s2.1 TOPS r --'� --OPEN_--'�, L------------- —=J 5'-10" 6'-10" 9'-0. 2'-8" 511. 29'-8" SECOND FLOOR DECK PLAN SCALE: 1/4" =1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoeigngroup.com L AA N: 0003326 -• I 2 ounDIv. T: � LA ABBOTT LOT #42 BLK #9 PROJECT* 04181.000— 42093 MODZU 3EEB "2260-ELSTON" GARAGE 8TfMG: LEFT PAGE: SECOND FLOOR DECK PLAN 60 MPH EXP. ROLMD A. ABOUCNAM AR NO 9UM J DAM 11/20/19 BCA=: 1/4"=1'-0" 9*1z r S4 LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O.C. BTM, LAP TO OCCUR OVER STUD xx io 6 • 3/4" DIA, x 8"MIN. EXPANSION BOLT W/ 3x3 OVERSIZED WASHERS PLACED 16" O.C. 4" MIN. CONC. EMBEDMENT 2x HEADER SEE PLAN FOR SIZE — AND QUANTITY PROVIDE ix WOOD OR 1/2" PLYWOOD FILLER($). NAIL ALL TOGETHER W/ 18d COMMON NAILS, 2-ROWS, 8" O.C. SHORT 2x STUDS — BETWEEN HEADER ABOVE AND FRAMING DIRECTLY ABOVE WINDOW SECTIONfWWG • SHORT 2x STUDS — BENEATH WINDOW SILLS 2x MID -HEIGHT BLOCKING � AND ANY PLYWOOD SEAMS W/ (2) 16d TOE -NAILS, EACH 2z HEADER SEE PLAN FOR END o- SIZE AND QUANITY PROVIDE IXWOOD FILLER(S). 0 NAILS ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" USP RT16A W/ 10d x 1 1/2" O.C. GALV. COMMON NAILS, FILL HOL ES ALL ES FLOL 4'-0" MIN. TOP PLATE SPLICE 4" TYR w uKuvcKaiuu. 4" NAILS. APPLIED TO INSIDE FACE TYP. ONLY FL#17244 DBL. TOP PLATE CONT. (3) 2x12 HEADER PROVIDE 1/2" PLYWOOD FILLER(S). NAIL DBL. TOP PLATE ALL TOGETHER W/ 16d CONT. COMMON NAILS, 2-ROWS, 6" — — 2z8 BLOCKING FOR SHUTTER O.C_ " INSTALLATION. PROVIDE 1/2" c PLYWOOD FILLER(S). NAIL N 9 ALL TOGETHER W/ i6d COMMON NAILS, 2-ROWS, 6" — — — — — — O.0 2c12Y 00's 2xft4 1 — (1) 2x6 FLAT TOE NAILED TO JACK STUD 2x NAILED INTO INSIDE AND OUTSIDE PLY OF FILLER BELOW W/ 16d COMMON NAILS, 6" O.C. 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/2" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d NAILS EACH END (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W116d NAILS, 3" O.C. (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2)2x6 (3)2x6 (2)2x8 (3)2x8 (2)2x10 (3)2x10 (2)2x12 (3)2z12 BTODBFNC✓110e W= a 1W8PACIIBO2P0.0. 0-2ft N a ' 2 2x4 2 2x4 2 2x4 3 z SPAN KINGS SPAN KINGS ) ) 256 ( x O 3 - 4ft o-2fl 3.411 1 2 o-eft 3-4ft 1 2 2x4 2x4 2 2x4 2 2x4 2 2z4 4 x6 x 2z x z x x x 5-6fl 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 2 2x4 5- S ft 3 5- 6 ft 2 7.8ft 3 7-BR 3 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 7-Bft — —, 5 9-10fl 3 x ) 9-10ft 2x4 2x4 2x4 2x4 2 2x4 2 2xd 2 2x4 2 2x4 10 -12 ft 5 10 - 12 ft 4 x x x 10 -12 fl 2x4 2x4 2x4 2x4 2x4 2 2z4 2 2x4 2 2x4 x x TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL SCALE: 3/4"=V-0" 16"" MAX.� I 16" MAX. 16" MAX. PROVIDE (3) STUDS 0SNAIL STUDS -` NAIL STUDS — CORNERS LAP TOPP TOGETHER W/ TOGETHER W/ PLATE MEMBERS 12d ® 12" O.C. 12d 0 IT O.C. PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS (� PLYWOOD SHEATHING, "ROOF/WALUFLOOR SHEATHING CORNERS LAP TOP SEE "ROOF/WALUFLOOR FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" C2 C1 EXTERIOR MASONRY / WOOD %ZCONNECTIONS PLACE 30# ROOF FELT BEHIND SCALE: 1 VERT. STUDS SO AS TO SEPARATE WOOD AND MASONRY/CONCRETE 1Q" DIA. USP GALV. PFM BREW ANCHOR 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 6" FROM ENDS AND 16" O/C, VERTICALLY MAX NAIL STUDS TOGETHER WI 12d 0 12"O.C. SHEATHING ON INTERIOR OR B EXTERIOR OF WOOD WALL 1/2" DIA. USP GALV. PFM BREW ANCHOR 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 6" FROM ENDS AND 18" 0/C, VERTICALLY MAX PROVIDE (3) STUDS CORNERS LAP TOP PLATE MEMBERS 16" MAX. D PROVIDE (3) STUDS ®—' CORNERS LAP TOP PLATE MEMBERS NAIL STUDS --- TOGETHER W/ 12d G 12"O.C. PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEOULE"fx —v A (1) 2x TO BLOCK ON 2x4 WALL PLACE 30# ROOF FELT (2) 2x TO BLOCK ON 24 8 2x8 WALL BEHIND VERT. STUDS SO AS Tn cFceaerF wnnn eun 1441 N. RONALD REAGAN 13LVD, LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 W ww.abtlealgngmup.com AA #: 0003326 Y Y -4 �LLTJ I 44 Ww fl ga M• E ABBOTT LOT #42 BLK 9 JECT* 04181.000- 42093 HGaEIA 3EEB "2260-EL9TON" GARAGE AWING: LEFT PAGE: DETAILS 60 MPH EXP. (01 A aCALE: 1/4"=f-0" a*Ec= S4.1A SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAOAN BLVD LONGWOOD, FL 32750 PH: 407-77441078 FAX: 407-774-4078 www.abdosigngroup.com L AA N: 0003326 aEvil It v OU13D1V ae LOT ABBOTT PARK LOT #42 BLK #9 PROJECT* 04181.000- 42093 MODZU 3EEB "2260-ELSTON" GARAGE BMWO: LEFT PAGE: SECOND FLOOR DOWEL PLAN 60 MPH EXP. DA�'E 11/20/19 ECALE: 1/4"=1'-0" 8i1m= S4.2 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) 10d x 1 1/2"HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Dd x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE. MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO 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'). B. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 718" 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 xll1TCI1 IITIJCD1Ml C C HEADER SCHEDULE MARK ZE 8 DESCRIP81TION REMARK Ot (2)2x6 BEAM SCHEDULE ZMaM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / TA.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) wxH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB, MASONRY 30DO 8x16 — (1)#5 (1)05 WA — GROUTEDSOUD BB2 MASONRY 3000 8x8 (1) #5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR B" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD •POUNDS PER LINEAR FOOT r'-o^ SAFPL OAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH p15 eaae eF1as wtso etA46 Iia"4e I,"JeI etmas TYPE LENGTH 81X1 (4CAR1 TYPE LENGTH "4T IH3T ePan elan eMstt ~ enalT nzoaT ORWIT W" SP3NT ItaI2T s3att Ilessf 3'4' (42') PRECAST 2287 3'4• (42') PRECAST tD25 1ou 1588 r4• PN2'J PRECAST ,er 2Is 304 .a4 am Ma 7s1 +s Tea im 4a4 = Mp not 4'4' (4E') PRECAST IES 4'4' (459 PRECAST 765 783 1300 4'-0' (4n PRECAST /as a3e SIs ate wo ss am ,= sae as ate we m eon 4'4' (64') PRECAST 1588 4'4' (54') PRECAST 592 591 1013 4'4' 04') PRECAST IMF ate irn 32n 400 4711 an un im srn ale On 4711 sn 54' (14') PRECAST 1217 S-4' (641 PRECAST 411 411 746 VW (04') PRECAST rate t me m sm aM 402 ,Me me an as as Im 4en &-IV (In PRECAST 1082 S•1V (70') PRECAST 340 330 616 8.10' (70`) PRECAST M. 3tn ape 41a ro tan eon Ise as 41a So (7B9 PRECAST 553 a4' P39 PRECAST SIT 721 490 84' (75') PRECASTon as tcM 371 ea Ion Ies 23a 21a pet m2 T4' DT69 PRECAST 743 r4' On PRECAST 424 534 I T4' (IDS PRECAST nt 2= 2m as rn 14a ,Is = Ma as2 pa 84' (11r) PRECAST 554 SW (1121 PRECAST 325 512 230 V4' (114) PRECAST m 7MM / ta4 Ma gas aM In me tea +IeIl Ell Zen ,0'4' (1211 PRECAST 476 10'4' (12r) PRECAST 264 401 100 1R4' (12r) PRECAST so en Me its t4M , 2M1 eao se 17s tat fM 20s 23a 114' (,35') PRECAST 352 11'4' (138) PRECAST 200 462 154 114' (13n PRECAST 474 ea Ko tar iM Im 4s In tan ,es me sin ,r4' (144') PRECAST 837 1r-0' (144') PRECAST 244 402 137 17-0` (144� PRECAST 4m 4eI 7a w 11 +ea 4n ao In. low , Wen 19-C (ISV) PRECAST 238 17�' (18D') PRECAST 2,7 324 110 13-W (7SVI PRECAST 416 a, an is Ills I Ifs 40 4a M t,s t, ,.7 IV4r (18" PRECAST 278 14'-0' (158� PRECA8T 206 2W 100 14'd (10" PRECAST 354 aO so 7a ea 12M 410 4" 717 im 1 , ta7 14'4' (178') PRESTRESSED NA 14'4' (17n PRESTRESSED NA 254 91 I V41' (1761 PREFIREISED 2a sp 71e as es ep s0 ea t m ,M 1131 a74 184' (1847) PRESTRESSED NA 1B4' (18P) PRESIREBBFD N.R. 250 83 ISW (154') PRESTRESSED 7a 220 M3 3s 4N es In sI is 1 M, , t Its 174' (205') PRESIR68BED NA ir-c wn PRES'IRE88FD N.R 1B4 a 1T4" (2oe') PRE ,n In m ae 4a eoe W 745 ea 1 1a mt In 1473 1Y-4' (2") PRESTRE88ED NA ,V4' mm PRESTRESSED N.R. 148 62 1" Mn PRESTRESSED is 226 346 447 M ea 747 ,s to 2R 2a 4a a7 m a2 eN 40 1 ea tax as 21'-4- Mn PRESTRESSED NA 214' (25a") PRESTRESSED N.R. 125 42 214' Mn PRESTRESSED 1n is 373 an 721 as log. 274P (2849 PRESTRESSED NA 2r-0' (284') PRESTRESSED N.R. 116 40 W-V (254*) PRESTRESSEDIn 7n in Zm 2s 3s ar 413 4p aN es m sD Is 2Y4• (2s') PRESiRESBED NA 21'-0' C1S5') PRESTRESSED N.R. 81 33 21'4' (MIn PRESTRESSED t24 In W ap 410 4s as 1M 2s 31e 4a ea rn Ia w as 4a as W ,a4 1sp (#) 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 VALUES TAKEN FROM WEE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALLIES STATED AWA •ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER 3NNUFACTURES SPECIFICATIONS • PROVIDE MOIR" 4* OF BEARING PAST EACH SIDE OF WIDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE* 16-0126.03 000000 ioo�omo� 000voom ODmOmO� mm0E7�00 00i�Om00 moos mmovoov �movo �m000mo m0000Q�Q� D�000m0 ommoos�.:-tea OD®0©00 Omm00E..'t_1�1!! oomoo®o O�moomo 00m0000 OD�ODE�O �.000�oo ©omommo ��00�©O D�m00®0 0©©0©©0 0�0�©00 ©©ago©©0 DD���Om ©0©DO t 8F8-1T/OM/DB 1 w UNO PROVIDE 862 � �,. WHERE ROOF TRUSSES �?• BEAR. TOP OF WALL 0 0 m m g z" @ 1 z 1 ` E ,< . N GT I � ! BF8-1T/OM/08 8F8-0T/OM/0B SECOND FLOOR LIFT BEAM PLAN. SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN SLVD, LONGWOOD,FL32760 PH: 407-7746078 FAX: 407.774.4078 www.abdeslg"group.com _ AA #: 0003326 J I oil, ae LOT: ABBOTT PARK LOT #42 BLK 9 PROJECT* 04181.000-42093 1[ODEia 3EEB "2260-ELSTON" awRwoE arlrn'ra: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES (CAST-CRETE) 60 MPH EXP. flo 'w_ DA�l`E". 11/20/19 az;EET s5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WI (9)10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d 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-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. S. 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, .177" " x 2 7/B" 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 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN, MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN, COLUMN SCHEDULE MARK SIZE 3 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4x4 (3 1/2"x3112") USP HTT4 W15/8" DIA. x 5" SYP. PT, WOOD POST EXP. BOLT ROOF FRAMING PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN 81 LONGWOOD,FL3275D PH: 407-774-8078 FAX: 407-774.4078 www.abdosigngroup.com L AA 4: 0003325 1 a 8tMDZV. a# LOT: ABBOTT PARK LOT #42 BLK #9 PloJSCT# 04181.000-42093 MODElu 3EEB "2260—ELSTON" GAP—WM 8WD10; LEFT PAGM: ROOF FRAMING PLAN ELEVATION 'G' 60 MPH EXP. DRINT A 11/20/19 8CAXZ: 1/4"=1'-0" MECLIT s6 WHEN INSTALLING (1) USP (I OR 2) USP RT16A RT16A ON THE INSIDE TRUSS ANCHOR WITH FASTEN EACH STUD TO DBL. 10dx1 1/2" HD NAILS G NAILS TO TOP PLATE W/ USP SPT24 TRUSS AND HOG NAILS TO NAIL PER MANUF. SPECS. TOP PLATE. FIRST ONE % APPLIED TO INSIDE FACE OF WALL. IN ADDITION, ADD (4)16d TOE -NAILS, 2 EACH SIDE OF TRUSS, PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" (1 OR 2) USP LUGT2 TRUSS ANCHOR WITH 10dx1 1/2" GALV, COMMON NAILS, FILL ALL HOLES. FIRST ONE APPLIED TO INSIDE FACE OF WALL. IN ADDITION, ADD (4) l6d TOE -NAILS, 2 EACH SIDE OF TRUSS — PLYWOOD SHEATHING, SEE "ROOFNVALLIFLOOR SHEATHING FASTENER SCHEDULE" 2x WOOD FASCIA SEE 2x WOOD FASCIA SEE -ROOF TRUSS UPLIFT ARCHITECTURAL a ARCHITECTURAL 2x6 CONNECTOR NOT SHOWN SECURED WI (2)16d SECURED WI (2)16d FOR CLARITY (SEE SHOP GALV. COMMON NAILS. ENGINEERED WOOD GALV. COMMON NAILS. ENGINEERED WOOD DWGS.) 1x2 SECURED WI 10d TRUSSES 24" O/C, tx2 SECURED WI 10d TRUSSES 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS GALV. COMMON NAILS SUBMIT SHOP DRAWINGS FASTEN EACH STUD TO 12" OIC FOR REVIEW 12" OIC FOR REVIEW DBL. TOP PLATE WI USP AND APPROVAL AND APPROVAL SPT24 NAIL PER MANUP. SPECS. 2x STUDS 2x STUDS 2x BLOCKING 2x BLOCKING AT ALL PLYWOOD AT ALL PLYWOOD SEAMS AALLOWABLE UPLIFT = 320LBS(1STRAP) SEAMS AALLOWABLEUPLIFT =2260LBS (ISTRAP) TOP PLATE ROLLOVER B ALLOWABLE UPLIFT = 2320 LBS (2 STRAPS) B ALLOWABLE UPLIFT = 4520 LBS (2 STRAPS) STRAP DETAIL 3 SCALE: 3/4"=1'-0' TRUSS/GIRDER CONNECTOR(S) TYPICAL GIRDER/TRUSS CONNECTOR(S) &D=98�; ALE: 3l4"=1'-0" 2a 2b SCALE: 3/4"=1'-0' PRE ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO SAYS 4'4r O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL STM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x PLATE TO WALL W/ 318"x6" THRU-SOLTS 0 32" O.C. MAX THEN SECURE GABLE 2x4 PLATE W/ 12d's 8" O.C. MAX OR SECURE GABLE E TO DBL TOP PLATE W/ USP HGAIOKT Q 24" O.C. MAX 2x STUDS PRE-ENG'O WOOD TRUSS (TYP) ® 24" O.0 MAX FOR STRAPPING VERIFY WI TRUSS PLAN 2x STUDS CONT. 20 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @FRAME WALL 5 SCALE: 3/4"=1'-0" 4 NOT USED 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.774.4078 www.abdeslgngroup.com AA M: 000332E i a aunDiv. aLOT ABBOTT PARK LOT #42 BLK #9 PROJECT* 04181.000- 42093 MODELa 3EEB "2260—ELSTON" GARAGE 8M/IIOO: LEFT PAGE: DETAILS 60 MPH EXP. DF-pangTATE. 11/20/19 SCALE: 1/4"=1'-0" sHEET s6.1A a • ROOF DIAPFWAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 5/8 COX EXT, PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL, ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. GABLE -ENO ROOF WIND DESIGN PRESSURES ZONE 1 •21.57 PSF (31.57) ZONE 2 = 38S9 PSF HEM) ZONE3 =84.99 PSF Q4.N) 'A = TO' END ZONE DISTANCE BASIC WIND SPEED: 180 MPH WIND EXPOSURE: "C' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +-0.18 ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN, DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 112" 0.120" 170,000 RINGS SCREW SHANK ER INCH) PER I 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" COX OR 7/18" O.S.B, PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES a K_l\ z9 � w � LL Lj 0 0 0 to J_ iZ U CD . E-0 TOP CORD BLOCKING AT W O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFITER O Ar RI�SS e e ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS - 0 6" O.C. IN FIELD T?P. EXT. SHERIONG ATA . TO BE STRUCTURAL GRADE C8d RING SHANK GUN NAILS 12" O.C. IN FIELD or Sd x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.B,.jN 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 DRAWINGSS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC4R 2017, 61H EDITION ACI318.14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 830-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. 00 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. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXI PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED Be. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS.!ILLS,ETC.,SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIABSON-GROUND WHERE INDICATED ON ELASTSS[CITY = 1.400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED B INCHES ALMS SEALEDWI7H ADHESIVE TAPE. PREURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NONSTRUCTURAL USES RATEDSHALL BE TO RETENTION PRESERVATIVE FORMWORK: CORROBORATETETTRAHE DRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TTREATIED FORS NY 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 GALV, 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 FSCR 2017, BM 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 STRL/CTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS, SYp 42. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 9'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THENATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFTRUSS DESIGNS SHALL SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA.O SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL SENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, -DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPI/NZTCA BCS11" LIVE LOAD FLOOR: LIVE LOAD 40 pef AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE-CONNECTEDROOF: 20 psf TOP CHORD-TKxl-m ffar R REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 25' #8 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD-non•oonolrr9nl #6 BAR - 30" #7 BAR - 42" TRUSSMANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 38' x 36' CORNER BARS. BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR LOCATIONS DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A68.1-1982. 16 pH TOP OH20 pef 70P CHORD (7 POW ASPHALTALT SHINGLES) psf W No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 pef BTM CHORD 5 5 p psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10ps( MINIMUM 10 INCH HOOKS OR SENDS 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 pef WALL. TRUSSEStCHROERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 AIPFi GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (NICE SUE C, RI (FBC R2017) EXPOSURE C, RISK CATEGORY ILA INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT UNINHABITABLE ATTIC WITH LIMBED LIVE LOADS: UNINHABITABLE A771C WITHOUT STORAGE: LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED BALCONIES (EXTERIOR) WITH DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40ps/, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: SOpet, PASSENGER : 40 MPON: NTS: WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pBf, ROOMS OTHER THAN SLEEPING ROOM: 40p8f, SLEEPING ROOMS: 30pef, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pM MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES- (ACI 5301 ASGE 67MS 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 SHAH 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 1. = 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. LAY-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 C-476, 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 BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATION/ SITE PREPARATION: 'M. "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 W. FOOTING TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE PROPORTIONED MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB BE COMPACTED A DRY DENSITY OF AT LEAST OF THE THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO SHALL BE THICK YSHALL 7. T MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0.1557. TREAT ALL MAXIMUM A SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. BE THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GE04ECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE 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" STRUCTURALTERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED NIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED T 4-PRIORTO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 3111 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHA. BE TIME4TAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDEDTO THE MX U4TIL TT IS DEPOSITED W ITS RNA POSITION SHALL NOT EXCEED w 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 COWUANCE VWM THE ABOVE REQUIRED CONCRETE COVERAGE OVER REEAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER I.W"FOR05ANDSMALLER Y FORA6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS I-IIP FOR BEAM AMYL COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL RE8AR 6 X BAR NO, (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy - 46 kel. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S. Fy = 35 kel. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A30T BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE 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 APPLICATION SDS TYPE SPACNG RE- APPLICPTHJN SRE I TYPE SPACING REAIWN9 1,QTFURRNG TO CASEHMpENEDCgI S.� Gw. DOOR BUCK III DM. TAPCON MA90tMY 9.Ok 11?EMBED., I-E1D DEtT.. MASONRY I-C. NAIL 1-LONG. To- lro WASHER FASTENER I -EDGE DIRT, 9G0, AL. EXT. DOOR9 CASE IMRDENED COB PdL WNDOYIIDOIXUFASTENED GAMGEOOORBUCK 'IYDIA.WI E%PANSNIN BOLT 21.00 IEMBED„1"ENDOIBT., 1KPTSEENGTES NVL11ft LONG. STAOG-D I-MASONRYxXNC, TOMA9IXAYgONC. WASHER IWGEWT. A -BUCK CASEMAMENEDCOIL - WINDOW/DOORIFASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING to 'E. NDTEB NNLI (LONG. STAGGERED INTO MABONRYICONL. MA90NRYl CONC. REQUIREMENTS EXT,SWNO DOdt T2)SNSOIA, TAPCON 18 dC 11?EMBED,YEIU. NONBEARINGWWO 1Y!" EXPANSION I -EMBED, YEAR II BUCK 3 PT, SEE NOTE S NO WASHER FAST- DIET.. t tYl' EDGE DIET. WALL TO CONC.9IAB WI WASHER BOLT DIST., r EDGE DIET. O,PTWx001YBUCK 0.1b-PAFF21R' PdG BEND. DIET„112- PTTD9TEFLCOl.,9EE WI WASHER STAOG-D EDGE. - No E e 1APLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE 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 8. 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. tx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7744078 FAX: 407-774-4078 www.abdosigngroup.com AA •: 0003325 J i O I oil, MI svaa:v ae RAT: ABBOTT PARK LOT #42 BLK #9 PROJECT# 04181.000-42093 MODMIA 3EEB "2260-ELSTONFI GARAGE 8TnNG: LEFT PAGE: DETAILS 60 MPH EXP. M IIII�B� DAATE.E. 11/20/19 sclh=t 1/4N=1'-0" SKEET SN1 • r