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HomeMy WebLinkAbout7800 Broad Pointe Drf J J 1828-4E-BB—CALI991 HOMES 12602 TELECOM C>RIVE, TAMPA, FL 33637 Tool: (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW [)EPI-IYR"I CITY EXgNIINER PLAN • 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 .na= > cE. A nwnu. SigAL 1�!'IDCK t � */y��* �yA s�� �y�„�s *AL YY YwW� �Y o` WJfI�Y e OCCUPANCY - RESIDBNT414 GROUP R9 VMAI :CONSTRUCTION TYPE - VB '�• INTERIOR FINISH - CLASS B •BASIC flQiD SPEED - Velt"180 MPH Vasd-124 MPH •ggpp3[TRB - C eI-STORY RESIDENCE - 92-STORY RESIDENCE -)TAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. AD DDT. ACT. AMP. BD. CL CAB. CLG CLR CONC. CPT C.T. D. DBL D.G. DIA. DIM, DISP. OF. DR D.E. DTL. D.W. EA. ELEV. 8Q. EXH, EXT. F.G.FGJ FM. FLR. FLUOR. F a°R GA. GAR. DISK G.F.I. GL. GYP. BD H.C. HOTT.ORLIT MSUL MT. ABOVE AIR DJUSTA CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTER L� CABINET CEILING CLEAR CONCRETE GARPEF DRRAMICTIfE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DTSHWASIER EACH ELEVATION EQUAL EXHAUST EXTERIOR FUEL �S FINISH FLOOR FLUORESCENT FOOTIINHG00O1i GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOLLOW CORE HEIGHT INSULATION INTERIOR LAV. MUM. M.C. MF0. MIN. M.T. MTNITDL N.T.S. O.C. PL P.B. PH PUT, PLYWD. PR. P.T. R. RAD. R.A.G.EPRETURN REF. RM. R.O S.C. S.D. s.H SET. SHTHG. SEWR. SL' SL. W STD SWS TEMP. THK. T.O.C. T.O.P. T.G.S. U.N.O. U.N. V.P. W, WD. WOW. wi3 LAVATORY LUMINOUS MEDICINE MINIMUM TURER MINIMUM METAL MOUNTED METAL ONOT TO NCENTER ONPROPERTY PROPERTY LANE PUSHBUTTON PHONE PLATE PLYWOOD PABt PRESSURE TREATED RISER RADIUS AIR ORILL REFRIGERATOR ROOM POOCH OPENING SOLMCOREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SLIIDINO SLIDINGGu55 STANDARD SHEAR WALL 7 MPERNEDGIASS THICK TOP OF CURB TOP OF PLATE TOP OF AB TYPICAL UNLESS NOTED VAPOR PROOF WITH WOOD WINDOW HEATER WROUGHT IRON DATE DESCRIPTION 014" CDS ISSUED ARCHITECTURAL SHEET DESCRIPTION n Imo(' �A� PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN " PG A2C-ELEVATION C" PG El -ELECTRICAL PLAN PG Pi -PLUMBING PLAN PG Ml-MECHANICAL PLAN PG Dl -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WAS ASSEMBLY DETAILS aV15A5 CDg TE.ISSNEp OM M SOM ELEVATION$ ADDED O j/M CD'SRE-HUED emw FoormmevemPER M.Bem p4� CDSRE-ISIED WASNII ADDEDCURELESS F001ERAT01ARAGCDETAIL(IORTMM*) 002A9 PLANMANT84ANCE 030111 REVISED LINTEL 50 AT FRONT B(TRY Dose • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 004M ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WLL BATSON (PELW / SQ.FT. CALL. S 04/Y4A9 REVISED HVAC VOLUMES ON SGFT CALC SCHEDULE (ME .W 06MAS ADDED WERIORMOW DEEP FaOWDETAIL D/SI•w(CRu LIVW* IA20 T!a FT. GARAGE 430 Ga FT. ENTRT 16 Sa FT. LANAI 8e S a. F7. TOTAL 2 J62 8Q. FT. CbAUB ADDED LED LGIRS s KITCHEN 4 BATH PER MARK BOYS OV@A5 ADDED STONE OPTION ELEVATION C 4 D (TAMPA) 0311uIS ELEVATION G' SmNG-ADDED LOUVER • G.4lX E RIDCF 10/25/l9 ADDED OPT. 5'-0' CEILING HEIGHTB STRUCTURAL SHEET DESCRIPTION PG Si -FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.IB-DETAILS PG SNl-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THUS DRAWING SET) ARE UNCLEAR AND ORDER®OOBUILD THR P NGOEDXON THIS iN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WU.L RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A THIELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE INSTRUCT ON BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 78 FAX: 407-774-4076 www.abdes4pWoTp.eom AA M: 0003325 a e�gg� L a m a%nmDTI. as ILOTS ABBOTT PARK LOT #29 BLK. #8 04181,007-29082 4EBB "1828-CALI" GARAGN 1111FMCk LEFT PAs>Blt: COVER SHEET %160 MPH EXP. C ROLMDD A ABOUCK4 RA L AR NO 9V= ripmINT DATM il/2S/19 INICAIM 1/4'=1'-0" slum= C1 OENERALNOTES t. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) ft EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 8TH 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 R301.21.2. 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 ANDIOR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER 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 DRAWBNGS 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 81MLAR CONDITIONS. 8, THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAILTO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3R INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 25 GAGE (0.48 MM) SHEET STEEL P MN. RIGID ON4IETAWC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302A 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 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN %%NCH GYPSUM BOARD OR EQUIVALENT. IN WEIr01U( 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, ONSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREINSEE 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 T-0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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.' T� 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: 1. 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. MNIMUM NAILING PER CHAPTER & WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER & WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL SEE ROOFIWALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET 3N1. 6. MNIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MNIMUM AREA SHALL BE 8 FT . SC. PLUsrIG 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 SP 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 SHALLCONFORM 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. EIRFJRIOR WALL COVERtlIL03 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 ANWES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W 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,10 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-C1063.12m 3. LATH & ACCESORIES PER ASTM-C-1063.1 IA & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'U FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063- 11A AND R703.7. FRE REWTANT CONSTRUC M 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 GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 117 GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdes%ftwup.com L AA M: 0003325 LA �+ o 1stneDIV. Alt Lwo ABBOTT PARK LOT #29 BLK. #8 PROJUU =T 4 00-202 monzu 4EBB "1828-CALM" GARAGM s78UU1 M LEFT PAR3IM GENERAL NOTES 160 MPH EXP. C F'IPRDM .1 Dw11/25/19 scAJLm- 1/4"=1'-O" ssimm'r GN 0 leggin 0:111111111101111111011,0 0111111n - - I 0In 0 - It - - - - r n p olll0 — '0'111111110 o n - - r i R o _1 �I 1 - - l a E II0 � 0 - ME LAW m �o .® AS pea - oPER liCODE i 1 g iGAM ■ r.�d = e - 1 :P p I'll, i :I :I -„ - d' s L 011111110��n111111110 011110 nD110 FLOOR PLAN SCALE: V4• ■ I'-0• SQ.FT. CAiC. S LIVID 1028 SQ. FT. faARAfaE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI Eli FT. TOTAL 2 2 SQ. FT. t81f01BITAID t1.ADppY1DL0A0f BMIC MD BO'OIIE tC118lECOID d.R MD1MB low ME INNPHUDPA ICMIIA MM. WINDOW 10 5 34/-45 CRITERIA EXTERIOR 811 to 5 33/-43 DR MIN, CRITERIA SGD. MIN. 41 5 31 CRITERIA *010 O.HD. 112 5 282/-3I.5 BASIC WIND SPEED MPH = 180 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.-H, EXP.-C, MEAN ROOF HT. - 13'-0- PRESSURES HAVB BEBN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. tXMDIIOLDATB DCIL. TOP PLATE 0 BAR DETAIL NOTE. -2-8 LOUV. DOOR W/ AIR R HANDLER ON METAL STAND O2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFT CONDENSER PAD LOCATION WITH 817E PLAN. -OTHER OPENINGS 15ETUJEEN THE GARAGE AND RESIDENCE SHALL DE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 111 l35 MM) IN TNIOO ESE, SOLID OR HONETCOMD-GORE STEEL DOORS NOT LESS THAN 1 3/8• (35 MM) THICK, OR 20-MMTE PIRE-RATED DOORS. L441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407.77441078 FAX: 407.7744078 wwwAbdosigngroup.com L AA X: 0003325 o t L $ 0 4 aysDsv el w ABBOTT PARK LOT #29 BLK. #8 P'noamTo_ 9 moDm- 4EBB "1828-CALM" GARAG21 SVfZN : LEFT PAi FLOOj PLAN 160 MPH E ROLAND A ABOUMAM L AR NO 9970j 11/25/19 SCAM 1/4"=1'-O" altmm Al .i-I8'-4• EILM HGL ,— __-______________ FYPON LA2X24 OR EQUIVALENT 12 LAP SIDMG AS i SPECIFIED (TYPJ 4' FRIEZE SAND (T i' RIM TRBy EIOARD (TYPJ� A LIGHT ONMGLE ROOF OFF RIDGE T OFATi1C 236r SG. FT. NEFFREEVENRIAIION ARFARHSIRRED . v3m REOIAMVENTDATION AREA = 29E4 AM art EMNATHMAREA XSM INCHES PER FT. I1N1 va172 SD.IN. MIN.RMAREDVERMATI0N = ,SIN 134,72 IN LNMPORFNNIOFATDC 5679fi IN f RIDGEVENMATION AREA ]1S 9q IN. PFAYFM wj6 An rOFVENfSREQ1IIRED = 4933E7 urOFVENTSPROVIDED S •AREAOFATDC 6TNEr9rMRBi OF1NE MOU6Ti• 03a THE OVERNN/G EXiENdIOFWALLT0 EXFERR1ROi WA14 NOOVERHMMINCWDE - _ ■■ ■■ II ■■ ■■ 'III FE I �_ ❑❑ t'�I' �■ ■■ il;' - - wig ■■ FRONT ELEVATION 8CALE, V4 • I'-0' TEXnJRED PINION NOTE. UALL FE46TRATION FLASHING A6 PER FI=R IU03A 8'-0' BR.. HGT. I' 0'-O'FIN. FLRIs I____________ OFF RI� T OFF RI® T REAR ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FNI6H B'-0' BIT. W.T. ■ i0 .O �D ------------- _-------_—_—_-------_---- - 0'-0' FIN. FLR LEFT ELEVATION SCALE, V4 . I'-®' TEXTURED FINIBN I OFF RIDGE VENT CFF RIDGE VENT 8'-O' BRG. W.T.00 8' ■ i0 i0 A S S 0'-0' FIN. FLR40 - 0' RIGHT ELEVATION OCALE: V4 . I'-m' TEXTURED FNIBN I � I I I II '_m• 4' II ADECO. DTL. SCALE, Ia . I'-®• 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780. PH: 407-774,5078 FAX:407.7744078 www.abdostg"mup.com AA r: 0003325 1 AAA all $$1111111 4 E;xnmzv. a LOTS ABBOTT PARK LOT #29 BLK. #8 pm 048.0-98 mom 4EBB "1828-CALI" GAN-tGs BWXWM LEFT PAGE ELEVATION "C" %160 MPH EXP. C PItDrr Dw11/25/19 gfCALM 1/4"=1'-O" A2C ELECTRICAL LEGEND 6YMMOL DEFINITION NOTES -e OSV OMIIT "A1P a1a3L!POLE nvv OUTLET 11Ov CURET IO OF OURR TIED TO AM1ON GPI rev OUTLET END "we PALL N NPRAnM (TAMPER RELUCTANT ?rPE/ o230V OUTLET (4) RR! 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SERVICE GROUND CONED IICTTO AL @Env= PROVIDE ] •I COPPER (GU N CONCRETE MICAAED POOIER Elm PER SCIIDU.E SO PVC COFWTR OPROVDE A E OF WE � 110Y1(AL) N IE 2" DM SCDU.E W PVC RLRW $E A= uROV PIDED RY TIE COMIPAW. COOImNATE UIRI TN TM ELECTRIC SAV' CIA X A PT LCRAG COPPER CLAD GROUND ROD 1441 N. ROILED RFJIGAN BLVD. LONGWOOD, FL82750 PH: 407-774-6078 FAX: 407-774.4078 www.abdes4ft"up.com AA 6: 000"! p 4 C � Q d 4A w f 0 oumzv ae x1cm ABBOTT PARK LOT #29 BLK. #8 ruoj=T 04181.000-29082 MoDmu 4EBB "1828—CALL" GARALis awEWC14 LEFT PAGM ELECTRICAL PLAN 160 MPH EXP. C QEq 0 11;rL,10 IP LA', A,No "MRAJ DATilk 11/25/19 MA .= 1/4"=1'-0" anmncw E1 21 VrR � I\ I I I \�-Iln• L12ti .. I \ , LAV jI In• 1 2 I� I I 2 sNWR IJ V. 2 WASNER n ' KITCWEN SINK ILV 2 AUTO VENT ..na , 2-�" I uz�e -K I 1-1-ITLIS PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE. 114 . V-V TO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdes ouP.00m L AA 0; 0003325 is pa R Otill sa 9 mij Li nxnmzv. ac LOTs ABBOTT PARK LOT #29 BLK. #8 P1tO418 J1gQ oDsaa 8 z 4EBB "1828-CALI" OAztAOa SWING: LEFT PAO& PLUMBING PLAN 160 MPH EXP. C HVAC NOTES 1. ALL MECHANICAL EQUIPMENT 644ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICNG, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS 614ALL ISE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATW.& ALL SEAMS SHALL BE SEALED WITH GLASS PAID 4 MASTIC. AND N6TALLED AS PER FMC 6TH EDITION (2011) MECHANICAL BLOC. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 01 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN Im FT. PROM ANY C1401VEY OR VENT OUTLET, OR SANITARY SEUIER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL. DE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FEIC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE C INSTRJCTED N ACCORDANCE TO RIC 67H EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOVERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED N ACCORDANCE UTH PBC 6714 EDITION (20M) MECHANICAL CODE SECTION 403. S. ALL EXI-AUOTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILING AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPERS LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFa RECOMMENDATIONS AND FBC 6TH EDITION (20n) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR 8UPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL Ey 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RM PLATFO RETURN CONDENSING UNIT TRAP DRAIN LIFE AND TERMINATE IN AN APROVED DRAIN, A6 PER MSM 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION W12A HVAC DRAINS SCORIATED NICKEL /-FIN. FLOOR BRONZE PL. P'L.� / OR WALL 9HRA86 PLUG PITTING OR EXTENSION TO 601L OR WASTE AS REQUIRED WADE 8240-K JOSAM 56WO INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTIASPEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR ODD 0 CEILNG EXHAUST FAN RCEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONIC CONDENSER W/ (2)•3/Ifr'X2' TAPCONS UNIT SIMPSON U6 ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (1) 4' CONCRETE GLAD bXl I/4' BHt. M1L. SCREIUb CONDENSER UNIT CONNECTION TO PAD NOTES MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTER&UIC CO. PLUG FIN. GRADE OR PAVING SEE SPEC P-8'X8' CONIC, PITTING OR EXTENSION TO SOIL OR WASTE AS RECUIRED FLOOR SLAB CLEAN -OUT (TYP TEXT. GROUND CLEAN -OUT (TYP NOTE ALL MECHANICAL. EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.PE. ELEVATION. 1a' I ANAL I 14XI4 14XI4 I OWSUIE S LIVING ROOM I ------- nvv� 8' PUX8 12XS 8' ON 12X8 ® CPI 0. 4. I_------- 14Xµ l a• I W.I.C- -------------------- I I ---I- Nl' - - - - - - I - - - - - - lcffcg --- - I � Di LAUN. I n 1.11 1 ' 4! �- BDRM. #4/ I - -- - - - - - O - - O I 4' DRYER V.TR I I 6, I -I r — I, �. I 10 10X6 BDRM.j b' Or-----iI L 4. ' I I L-----� 14X6 5' T, IX4 CF'1 Sa<ABAS'aE BATH BX4 a _ I FOYErl I I 10X6 MECHANICAL PLAN SCALE. 1/4 • P-0' U41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-77440TS www.abdeaignEoupcom AA0:00033251 8 R Q C IA UMIV. ft ZLw*BBOTT PARK LOT #29 BLK. #8 MDn= - 9 8 >t[ODZEit 4EBB "1828-CALI" OARAGN >sTi DM: LEFT PAGIQ: MECHANICAL PLAN 160 MPH EXP. C IJ Dw11/25/19 NCAXM 1/4'=1'-O" 1!I!luT M1 2X4 TOP PLATE PR?-PAB TIWBS V2' Cl Cs BOARD V2' DRYIU4LL —'_ 1 • 1 SECURE SIT2X4 WOOD PLATE TO 8Ln6 \ STUDS 02a' uv Ima nnJsoNRY \ or_NAIL • MAX dSLJ:L D I UV.7 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIMURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 19,' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' OiC. TYP. INT. WALL NON—BRG. D1 SCALE. 3/4'.I'-0' FIBERGLASS SHM6LES OVER OW FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90SJ.1 ON j' O.SA. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x PA601A PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1'-0' TYR ON. ¢/S' GYPSUM Ea OR I/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH BOND BEAM D1 SCALE- 3/4'.I'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL bl2 P.T. FURRING — STRIPS • 24. OZ. S' cm 1/2' GYP. WL. BO.- WOOD BASE — 0'-0' FIN FLR�_ _ a. n e . 'a q• n W/ WINDOW OPENING N FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90S.1.1 ON I}' O.O.B. SHEATHING opt CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE -ENS TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT V2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY NMI!, . _ J 0'-0' FIN. PLR B TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF 4 I —STORY HIP BLOCK WALL (-2)OLAYERIUN0ERLAYMENT SYS EM SCALE. 3/4'.I'-o' IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6i5T 2B GAS LINE THRU BLOCK .r• FIBERCS.ASS SWIM LES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R909,1I ON Ik CA& SHEAT14M OR k CDX PLYWOOD SECURED PER PASTENER SCHEDULE I'-0' TYR MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED 50FFIT PRE-EWx GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS r1wo= "--o.Lif4D DWR Ro APPv4L PS& tR�cx eY o"aft s GARAGE DOOR JAMBS D1 SCALE:11/2"•1'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS—\ STWF SACK AT ALL UPRIGN PER STRUCTURAL DETAILS PRE-ENG LLD. TRUSS — CONT. 2x RAT SECURED PERJ/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATOpv IF \ 9,W GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COATS-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR� e. Is cm a. n W/ WINDOW OPENING N R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 1REFERENCE STRUCTURAL •Ix2 P.T. PURRING STRIPS a 24. O.G. I/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R906.1.1 ON }' O.S.B. SHEATHING OR;' COX PLYWOOD SECURED PER 1.®. FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENS. GABLE TRUSS WEEP SCREED \--2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Rill 11:4 It 0'-0' FIK FLA. B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL .� SCALE V4'.I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.ebdeslgngroup.com AA S: 0003325 Ilt 0 III Idd aLTSDIV. r WTII ABBOTT PARK LOT #29 BLK. #8 P1WJ�CT0 0 82 1[OD�Is 4EBB "1828—CALI" GARAGEBNDdds LEFT PAGI DETAILS 160 MPH EXP. C 11/25/19 8CAMM 1/4"=l'-0" s1lsom D1 A•MOLTS W EMBEDMENTMIL EVENLY PROM FLOOR TO 0��■e�L1EEE=�EEEE� ®I V V I® WV CUT NALS. en>ee, 2XS 6ARAli! DOOR MWGTc uv (s) ® J6W A -MOLTS 4' E'CEDMWT MIN. WV 2W WASHER AND NIT SPACED NVOILY FROM !LOOK TO 6ARAOE DOOR NDR N JOINTS PRIOR TO FILLN& 1-2xi Pr BLOM A CENTER OF ® DOOR HEADER WY(I)vm, J-MOLTS 4' EMOKWIENT WV 2W'N4' WASHER AND NIT. R INOTES, � WI ALL ME N ACCORD TO M~ACTWER'S INSTALLATION *OTRWCTkM W WM GARAGE DOOR (I)BUCK ATTACHMENT 4eua. W ., a' CMU K' DRYWALL I'AW OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR IJ'i X4' MN SECURE THRU FRAI"E 4 EXTEND 1-4 INTO BLOCK W/ W&' TAPCONS MIN. SHANK SIZE J45 MSJ. HEAD SIZE 300 MIN. EMBEDMENT 144' WITHIN a' OF EACH END 4 IV OC. MAX SPACING \`DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3/4 OR +5/4 + 4 OR +5 4 A K SCALE. N.TA. 2X4, m SECURE TO BLOCK W/ TAPCCN6 OR (MIN SHANK SIZE J45 MIN. HEAD SIZE 300 MN. EMBEDMENT IYi) WITHIN a' OF EACH END 4 19' OC. MAX SPACING. 2X6,m SECURE TO BL WR- ' TdJ°CON6(MR 8bWNKIZE .145 MIN. HEAD SIZ0" MIN. EMBEDMENT I Yi ) WITHIN a' OF EACH END 4 6• G.pU IS' OC MAX SPACNG. JS' DRYWALL 2XS.® PX4' OR V)0* P.T. NAILER SECURE TO BLOCK W/2.% CASING TAPO" (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMSR OWINDOW MIN, EMBEDMENT 14') TTACH TO 2X PER WITHIN 6' OF EACH END 4 MANUFACTURES DETAILS, 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Yi ) ]DOOR JAMB TO BLACK +1-1 Y 2X4m SECURE TO BLOCK WV Va. TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN 6' OF EACH END 4 NOTE. STRUCTURAL 2X I6' O.C. MAX SPACING. MUTT BE ON OUTSIDE 4 2X64m SECURED THROUGH SECURE TO BLOCK W/2-V NON•STR)CTURAL i(4' TAPCONS TAPCON MIN. 144' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3M MN. EMBEDMENT IA) 'DRYWALL WIT14N 6' OF EACH END 4 28' OC. MAX SPACING. 'X4' OR PXV P.T. NAILER 2Xa,® ❑ SECURETO BLOCK W12-2J(4' ' O)SJS. X 4' MIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 AMB ORWINDOWMIN. �VA;ACIJ4 EMBEDMENT 1Y1) TO 2X PER WITHIN 6' OF EACH END 4 MANUFACTURES DETAILS. la' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED JY) DOOR JAMB TO BLOCK +1-15 1jI' %n1 MBJD0II TO BLOCK +1-16/ 6 ZSCALE. KT . 2X4,m SECURE TO 15LOCK W/ V TAMA>* (MN. SHANK SIZE .µ5 MIN. J0 HEAD SIZE 0 MIN. EMBEDMENT 1 YV ) WITHIN a' OF EACH END 4 NOTE. STRUCTURAL 2X 16' OC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6mS SECURED THROUGH SECURE BLOCK U7-1(4' RAL TAPCON MN. (MN. SHANK 61ZE 343, EMBEDMENT INTO BLOCK MIN. HEAD 61ZE 300 MII,L EMBEDMENT I Yi) a, cm WITHIN a• OF EACH END 4 )S• DRYWALL LL I6' O.G. MAX 6PACNG. P.T. NAILER R "SN52SECURE 2X8m TO BLOCK W/2-%,TAPCONS(MIN. tX4'R SHANK SIZE A45 MN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT 1 Y1) TTAC4 TO 2X PER WT14IN a' OF EACH END 4 MANUFACTURES DETAILS. IS' OC. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A) DOOR JAMB TO BLACK +2 1�4" WOMW TO BLOCK +2 1/4' 2X4m SECURE TO BLOCK W/ TAPCON9 (MIN, SHANK SIZE J45 MIN. HEAD SIZE 300 MN. EMBEDMENT I Yi) WITHIN a' OF EACH END 4 NO7E, STRUCTURAL 2X WS' O.C. MAX SPAGSJG. MUST BE ON OUTSIDE 4 SECURED THROUGH SEOUR NON-6TRUCTURAL ' BLOCK W/2•i(r'TAPCON TTAAP�CON6 MIN. 1-Yi (MN. SHANK SIZE 145 EMBEDMENT INTO BLOCK MR HEAD SIZE 300 • cm MIN. EMBEDMENT I Y4) DRYWALL WITHIN a' OF EACH END 4 la' OC. MAX SPACING. 2Xam 'X4. OR I'X2' P.T. NAILER ❑ SECURE TO BLOCK Wog-IJ(4• TAPCONS CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. V-060MENT I Yi) DOOR JAMS OR WINDOW WITHIN S' OF EACH END 4 ATTACH TO 2X PER IVOC- MAX SPACING. MANUFACTURES DETAILS. wDy4 ray Y1�m A rocs J4f too roc oc®A'J DOOR JAMB TO BLACK +3' t^ 1FINiIDI TO BLOCK +37 Ur' SCALE. N.T.S. 2X4m SECURE TO BLOCK WV Va' TAPCONG (MIN. SHANK SIZE J45 MIN HEAD 61ZE 300 MIN, EMBEDMENT 149 WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X I6' Or- MAX SPACING. "JOT BE ON OUTSIDE A 2X6s SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL i(r• TAPCON6(MN. SHANK SIZE TAPCON MIN. i-Ys' 145 EMBEDMENT INTO BLOCK MN. HEAD 61ZE 300 MIN. EMBEDMENT I Y4') a' OF EACH END • a• CMWITHIN DRYWALL DUN=XW W OC. MAX SPACING.*END OR ISO' P.T. NAILER SECURE TO BLOCK WVJTX 6ECUTAPC0WMIK SHANK TRUCTURALR ,µ5 (2A2d WITHIN 6' OF EACH MIN. HEAD SIZE 300 A 6' TO a' OC. MAX MIN. EMBEDMENT IYi)OCR CASING WITHN 8' OF EACH ENOOR JAMB OR WINDOW 10' OC. MAX SPACING.TTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)'i ) DOOR JAMB TO BLACK +3" TSCALE, :DOK TO BLOCK +3" 2X4m SECURE TO BLOCK Wbi TAPCONS(MIK SHANK SIZE I45 MIN. HEAD SIZE 900 MIN. EMBEDMENT I Yi) NOTE, STRUCTURAL 2X WITHIN a' OF EACH END 4 MUST BE ON OUTSIDE 4 16' OC. MAX SPACING. SECURED TMROUrH 2X6.m NON-STRUCTURAL' SECURE TO BLOCK WA-1/4' TAPCON MN. I-Yi TAPCONS(MM. SHANK SIZE gMBEDMENT INTO BLOCK J45 MN. 4EAD SIZE J00 9, GMU MIN. EMBEDMENT I Ya') •DRYWALL WITHIN B' OF EACH END 4 la' OC. MAX SPACING. 1X[l - I'X2' P.T. NAILER 2X6® ❑ SECURE TO BLOCK WA-1/4' j4' OA.5. X 4' MIN. TAPCONS MIN. SWANK SIZE .145 CASING MIN. HEAD SIZE 300 MN. EMBEDMENT I Y♦') DOOR JAMB OR WINDOW WITHIN 6. OF EACH END 4 ATTACH TO 2X PER I6. OC' MAX SPACING. MANUFACTURES DETAILS. wrnray m mom m m rues NAya coo wm rto4mirl DOOR JAMB TO BLOCK +3-9/iB' G SCALE. LT . 2X4m SECURE TO BLOCK W/Yi TAPCONS (MIN. SHANK SIZE J45 MN. HEAD SIZE 3M MIN. EMBEDMENT 1 Y4') WITHIN 6' OF EACH END 4 NOTE, STRUCTURAL 2x IS' OC. MAX SPACING. MUST ISE ON OUTSIDE 4 SECURED THROUCsH SECURE TO BLOCK LLVI-V4' NON-STRUCTURAL W6' TAPCON MIN. I-),"TAPCO� (MN. SHANK SIZE .1455 EMBEDMENT INTO BLOC MIN. HEAD SIZE 300 MIN. W IDEDMENT I Y4')k-mAA-h-LF-Ar-TURES WITHIN 6' OF EACH ENDYWALL Ia' OC. MAX SPACSJG.R 2X642cSECURE P>12- P.T. NAILER TO BLOCK WA VX 4' MN. TAPCONSCASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300MIN. EMBEDMENT IYi) JAMS OR WINDOW WITHIN a'OF EACH END H TO 2X PER 16' OG. MAX SPACING DETAILS. NOTE, SHIM AS NEEDED TO PLUMES JAMB (DO NOT EXCEED Y") DOOR JAMB TO BLOCK +3 3/4' 1FINDOR TO BLOCK +3 /4' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 wwwAbdoeWAgroup.com L AA A: 0003325 1Sy�EJti er O N2 ■xnmxv. E6 L099 ABBOTT PARK LOT #29 BLK. #8 PLRDn=T 04 8 .00 —29 82 MODEM, 4EBB "1828—CALM" OAltAGAI ■IVEHI 4 LEFT PAGIM DETAILS 160 MPH EXP. C DREINIT w11/25/19 OCAI.W. 1/4"=1'—O" D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 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 FL38644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL37676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS& DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL15353.1 MIWINDOWS&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 35279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 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 0 W W W. FLORIDABUILDING.ORG CONTROL DATE:10/11/2019 i44i N. RONALD REAOAN BLVD. LONOW000, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdes*tgroup.com AA 0: 0003325 w. o0NJ � S suNiv. as EVA ABBOTT PARK LOT #29 BLK. #8 plvo4 jw�29 8 "030MA 4EBB "1828—CALL" GARAGM arWINCk LEFT PAGIb PRODUCT APPROVAL LISTING wk 160 MPH EXP. C ARCHREcm STATE OF F;_CRDA D A AR NO 9872B n' 11/25/19 1 sOALlb 1/4"=1'-0" 1 m PIINIOA'ED CONTROL JOINT R.ANSE Cr CONTROL JOINT• Td DE WEED TRD TO LATH a 6' Or— MAX (VIRTJ. tlQ$t DO NOT PASTL44 CONTROL JOINT TO WALL EVEN IF 6TUD EXISTS BEYOND EXCEPT STAPLER, lV 6 NY M CO TRROL�JONTO TO"r. DWRN6 1146TALLATIGN FA6TBIER6 TO M ePACCD 7 P 1' OG. MAX VERTICALLY — — _ \ "/— FLOATER, COAT CEMENT WPM LAYER 9. FORTFIOER OWLDNIS PAPER APPROVED METAL LATH PAOTONRD A7' (VERTJ OG MAX AT GUPP42M WIO LAYER % 6TUCCO WRAP U70D SMATHN3 \ a�nnL LATH ef1ALL NOT DE COTrNA" ••Ao •• ••YO •• TIllOU6M CONTROL JOINTS OUT SMALL M STOPPED AND TIED AT EACH BIDE. PER ASTM CYl6a PRONDE ? OLOCICNb 1J014 FLAT AT MAX. W TO V PRGIM CONTROL JOINT WHEN CONTROL JOINT FALLS ON NOTE,\ eIRUCTIRM. s71D PA67ENNO FOR LATH TO OE NAILS OOR STAPLES N COMPLIANCE IN) ASTM CIS6a 2. WRE TIES TO BE NO. W 00416' ONE / S. OLOCKNG SHOIIN MAY M N ADDITW/ \ TO WALL 6TUDO REMVW PER PLAN / OLPOLL ..PRo.IR.A on 1 -4 PT.A :C IAM.n.a R CAtYP • R. C OLFOLL•.lRRL.n.A T.4WA4a . PA. s v R1pLD • 4b ® LRI0.DR16Yp.PLA x aIPAM . RR. P R CWAM • PT. C 4. POW PT. G 0.1111111, PT. a TILL 1110TWH PLAWWTW w Y 0 PLATEN 'L''"E PtllL,1ERR MAL POLO. 2Q !a Le. APPROVED OUILONIS WlM BHALL OE LAPPED A MINIMUM OF WO VERTICAL LAP6 (ROLL 006) 4 6. 6 HORIZONTAL LAP& ALL 68" NEED TO BE TAPED LATH VERTICAL LAP TO M 1' IRTH FORTIBER SFOATWINi TAPE // rrtM,LAP •ITeAAl un/ \\ . METAL LATH UM LAYER L I RY Tf6CK a COAT CEMENT 8P'�'^^ IIIIAP I PLMTlR �J' Y METAL LATH W4W LATER N. FORTI4BE1l � I LMO LAYER 4. FOW"40 R DUILON6 PAPER IRILDIN6 PAPER STICCOYEWRAP WOOD SHEATHING I. M L.A1 LAP, A• PAR 2 ' acxEr I IrJ•.r-o' ALL LAr Q KICKOUT DETAIL 17112111, GIVE LAM OF METAL FLM12R BA6t6 6iL4LL OE SEC6MD TO THEY SMALL M TIED OETWM NIPPOPM WITH eD416-I14, (01-FIN) IWl! AT NTERVAL6 NOT mom THAN 6'(22S-MMA AS PER ASTM C061 T.L FOR REPAIR OP TEARS N W® LAYERS, TEAM MAY O! PATCHED WMOJM WRAP TAPE PER TTAT6P. SPEC. OR PEEL 4 STICK 616TATHPI6 STUCCO WOOD SHEATHING OR CMU WRI5 LAYER 01, STUCCO WRAP (FRAME ONLY) •f' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) 'METAL LATH (FRAME ONLY) LAP WREN 4 TAPE OVER ROOT/WALL BREED Z 9'XS' 'L' TYPE CONTINUOUS z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) T) N CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT Iw"of �I ROOF a mmt TIaNT MAL nme on .oLD.000 If6TAl1 XRelTeur AT POTTEM Q NR.RMOTPw ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 6. d• 6ELP•ADHERM MM'Mft" R.A040 OVER APPROVED floUOt ARM. INS EXTEND ONTO imps CUT AND M Omm AIDE SELF-ADHERINSERN9 ME`eR1lAFC —J PL,mpl� �y•�L�Lx OJT AND OVERLAPMMUONE AIDE OF STEP 01 STEP 02 RAll"m RN6 FIET'bRAFE; URIO LAYER % STUCCO ~ WOO LAYER RI. FORTPCCR OUIll PAPER FETAL LATH 65r6' $W-ADWEPt 6 MB•eRNM R.MWM OVER 47L4' 6lLF•ADHIRaIb HEM EIRAM INSTALL FASTENERS (CLIPB. FLA04M OVER APPROVED •TRAM, 6TAIRM) M 41oRME •RAP. nwip D TO SECNR FLAW6Ier To lYTMD ONTO MP! PPG um TO RR AMM 4'x4' •ELF-AIDWEPWO MEMDRANE PA61,11145 OVER APPROVED Hom •RAP. TLAEMNCi TO EXTEND ONTO PIP! W CONT. BEAD OP SEALANT INSTALL APPROVED NOUKWll AIR WILTRATION BARRIER OVER "ATWNG ELASTO'ERIC COATNO OVER STUCCO/ C.V. PROW IEEE TIT IU4LL SECTION) SECTION, ca7ioTPER SECTIO2ifiRxN RR CMIMm Exterioru of portland—rN plsstsr shall candy with tlM appkafm rsgdmmarss ofASTM C 926-12A IneteWtion oI.xt.0- Witiv end Ir-mv shell comply with ASTM C 1063-12A 3A PIPE PENETRATION DETAIL (FRAME) N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER-'----- -' BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-641-0S, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 327150 PH: 407-774.6078 FAX: 407-774-4078 www.abde&4pWoup:com AA 6: 0003325 b O r i r S1j=1V. a LOT. ABBOTT PARK LOT #29 BLK. #8 PR j=T 04181.00 -29082 MOD311s 4EBB "1828-CAU" OARAGZ 8WIN0: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DAB 11/25/19 BCAXAb 1/4'-1'-0" M BACKER ROD BACKER ROD WRB LAYER 9, aTurr--J WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. neamnrE OF FLASHING TO BE, L BOTTOM, 2. SIDES. A TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO 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 ONLALAL SIDES,Yi CAULKING s JOINT PER SECTION IRM.T EldarlorI°W�and re Exterior use of portland cement piaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. F 1t, HOODED VENT :'� �• THICK, s COAT CEMENT PLASTER METAL LATH W IS LAYER 42, FORTPIBER IUILDING PAPER WOOD SHEATWWM DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING METAL LATH. LATH TO BE PER SECTION R103.1,1 / ASTM C-841-0% MIN. 2.5 LBS. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF WOOD SHEATHING FLASHING LAYER 9, UNIT STUCCO WRAP LAYER'4, FORTIFIBER PREMANUF. DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) WOOD7� GAMMTRJCTION -FM�8116H .gODD FASTaN TO WOOD STRUCTURAL SEALANT M n-f&M • Y Or- MAX TOP 4 SIDES ° chu TOaxcIMil aD L F B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHMG (INSTALL PER MANIF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' AVENT PENETRATION sca.e, N.T.S. ELEC. METEP VERIFY LO f 773 iv r�cc clvc STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (I) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM C'GREAT STUFF' OR SIMILAR) —APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED WOUSEWRAP FOR BOX INSTALLATION AY 9 U1RB LAYER STUCCO WRAP WOOD SHEATHING APPROVED HOUSEW RAP BELOW CUT SUCH TWA NO MEMDRANI ENTERS BOX, APPLY TO FA EDGE APPLY E-Z DEAL OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ms1��c� 6' UWE STRIP MP ADFBSNE FLA6141hl6, CLEAN MASONRY BEFORE APPLYINS V FINISH • MAGONFT ® HORIZONTAL WEEP SCREED FRAME TO BLOCK, a• WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UM LAYER 9 STEP 01 STEP 02 NMI WRB LAYER 9, T S UCCO WRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWtAP ® RtMEMOPAIIE FLASHING �- WRB LAYER Q, FORTIFIBER BUILDING PAPER STEP 03 STEP #4 ELASTOMERO COATING OVER STUCCO/ C.v. FINISH (SEE TYPICAL WALL SECTION) ti METAL LATH STEW #S STEP 1*6 (�) ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 www.abdosigngroup.com AA N: 0003325 ^ P a a� V L Z if S ail W 'U •LIaDIV. 6e LOT. ABBOTT PARK LOT #29 BLK. #8 PROMWT 04181.00 -29082 moD 4EBB "1828-CAL ' OARAO>a di LEFT PAGI WALL ASSEMBLY DETAILS 160 MPH EXP. C Q E 1/25/19 "=1'-0"2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIRBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO -ADHESIVE FLASHING - k 2 1/2, L CORNER BEAD (FASTENER 4 SPACING • 'I' O.G.) CMu %g THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdesl�®oup.com AA M: 0003328 of sumwrv. Aa LOTt ABBOTT PARK LOT #29 BLK. #8 rnoa CT#► 04181,000-29082 1WDEM11 4EBB "1828-CALI" GAR"M swam: LEFT PAO1 h WALL ASSEMBLY DETAILS 160 MPH EXP. C DAM 11/25/19 sCALM 1/4"=1'-0" szvcT WA3 kk LEGEND DRAINAGE PLANE (LURB LAYER h, STUCCO WRAP) U)RB LAYER 02 (FORTIFIBER — — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — WOW 8WlAlUm— WATW ER REM*rIV! RARRRM N -" URATTWBARER .. I u� RlvIAL / � Mom •�tWaTRrn 1 I $TARTER 6T"an i 1 \ •' MELF-ADNERN6 MATWBSR REMBTWVE 6ARRRR 9 MATHER !�818TN! swil 71 PL :wm �ceema / r' X f• BCLLATlD � 1RRT FIlh!!R GAP UCALALXM OR APPROVED MCALANT - hem SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-774-4078 www.abdealg,Tgroup.00m AA 0: 0003325 81 all $tjail � 'll Iml C aysn:v. a. Loan ABBOTT PARK LOT #29 BLK #8 lROJMT* 04181.000-29082 MDDM- 4EBB "1828-CALI" GARAOs 8VM4 k LEFT PAOM WALL ASSEMBLY DETAILS %160 MPH EXP. C D 0 19 ROLAMD A ABOLOI►CRA AR NO 9372S Pnnm DATM 11/25/19 OCMM 1/4"=1'-0" emcm T WA4 2x6 SUB-BANb W/rx4' NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE �\ I` 1/8' TEXTURED FINISH a WOOD 1 �� 1/2' TEXTURED FINISH a CMU METAL FASCIA +1 WRAP ib' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) 1� METAL FASCIA WRAP 2x0 &JO BAND) 1 m ©PLAN B `\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED \\ �� FOR CLARITY �\ ROOF DECK (BEYOND) \ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) \ '1/8' TEXTURED FINISH a /WOOD, 1/2' TEXTURED _ \ FINISH a CMU 2x6 SUB -BAND W/1'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL Tro' TEXTURED PUSH • WOOD. In' TEXTURED F"6H • cm METAL LATH WOa"ATHING OR WRB LAYER h, STUCCO WRAP (FRAME ONLY) UIRD LAYER 4, PORTSBER BUILDING PAPER (PRATE ONLY) ROOPMG CEMENT DRIP EDGE METAL KICK OUT II I PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -SAND W/I1 'x4' NOTCH a END AL FASCIA WRAP ®PLAN A 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/%'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.114' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/tYx4' NOTCH a END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX:407-774-4078 www.ebde&W groupwm AA N: 0003325 8 8 B O aysDIV .1 LOTe ABBOTT PARK LOT #29 BLK. #8 04 �000- Z,EODZ4Is 4EBB "1828-CALI" OARAGM aIIIIRCi: LEFT PAGMs WALL ASSEMBLY DETAILS: SUB -BAND %160 MPH EXP. C l f R011,14 7 A. AWUCHAM L AR NO 93M A DATAk 11/25/19 8CAL1C 1/4"=1'-0" aI w WA6 Owl in -A. 28'-8" 1 i'-0" 15'-10" 9'-6" V-8" '4" 36'•2" � TOP OF SLAB " — FM-12X12 — 1 — —7F-24X.24�� — — — — — FM-12X18 — 4" CONC. �SLABa l-3 1n Y EXTEND FM-12X78 1 �� 4" PVC SLAB 1 117 1A �,� CHASE to % �� I % TOP OF ` SLAB ILL �;;, I • I I 1` I '% `'` I L ` d b 1 t• — — — TE-1 — — — — — I • $5112 I I 4" 17'-8" 2'-8" I I :o o EXTEND 1 2 SLAB 11/2" 1.1 --- ,a FM-12X18 4' CONC. . I �' SLAB (a w gl 3'4" ILL iNa �a1n� 71n 2 u b MC-12XIB a FM-12X18 FMC-12X18 4 2X L FM-118 .1 J 4 2'-8' 16'-0" 2'-8" 3'-10" 10'-2' 4'4" 14'-0" 21'4" 391-W FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-W. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLAT FOR NGVD. S. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE in" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.ONDICATED #5 BAR, LB4DICATES #6 BAR, EDICATES 97 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", 06 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL)HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN_ ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-131ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNINGBOND. 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, Bth EDITION SLAB SCHEDULE SLAB I THICKNESS REINF, REMARKS Bx6 W1.4WIA OVER GENERAL 31Q" 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 REIN. TOP REINF. T.O.F. SHORT LONG TEA 8" SEE PLAN 10, FW12K12 17 CONTINUOUS 17 (2) Ws +0"-(Y FM-12x18 12' CONTINUOUS 18' 2 itSa + 0A' FM-16XIS 18" CONTINUOUS 18" - ) #vs +0"-0" FMC-12x18 17 CONTINUOUS 18" - s #5 IN CURB VARIES - 4x 24" s -)0"•4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdoeigngmup.com l AA #: 0003325 8 0 4 s$a 9 ABBOTT PARK LOT #29 BLK• #8 1pnon C 04181.000-29082 mopxu 4EBB "1828-CALM" GwRwGs sWENCk LEFT PAGN: FOUNDATION PLAN 160 MPH EXP. C 30" MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR AND Z d STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND •r. ° Q SIZE SPACING REQUIREMENTS aa.-. O SPACING REQUIREMENTS r o."" DOOR RECESS Q FM 1 W Z 8" CMU WALL D: v) O 8" CMU WALL e ��CORNER BARS, SAME SIZE AS BAR 0 W W 8' o `D m Z ; I IN FOUNDATION WITH 30"LEG EACH . UWAY + OF SLAB ; TOP OF SLAB AT ALL CHANGES IN DIRECTIONS I ... SO THAT THE STEEL REINF. IS CONTINUOUS �111_ L)TOP " ° MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. PORCH SLAB W/ i/2" ISOLATION SEE SLAB SCHEDULE BAR SI7J= 48 BAR DIM. 4" CHAMFER (I -STORY) 18" • EXT. PORCH SLAB � l - SEE SLAB SCHEDULE TOP OF GARAGE . a "' a. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE �;0, MASONRY UNITS SET AT ELEV: JOINT (WHERE 4. � '� 8" CHAMFER (2-STORY) qb P4• W/ 112" ISOLATION 4" CHAMFER (1-STORY) + 6" CHAMFER (2-STORY) 0-0• APPLICABLE) z SEE SCHEDULE 30„ JOINT (WHERE APPLICABLE) Z � EE SCHEDULE 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE 38" � FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO it7 42' H � EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE S`"LE 3/4'=''-0" , SCALE.3l4"=1-0" CORNER BARS DETAIL DOOR OPENING @ GARAGE 3 4 -0 SCALE: 3/4"=1'' SCALE: 3/4"=l'-0" LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE ANN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" 0/C BTM. T.�OF VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL Wl PLAN LAP TO OCCUR OVER STUD WALL W/ PLAN W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING I WALL W/ SYP WALL W/ SYP No 2 STUN SEE 2' CAPPED GALVANIZED PIPE 5 NEW REINF. BAR po SECURED W/ 2- PART No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. W/FLANGE BASE a I EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP 1/2"x9" WEDGE ANCHORWI T WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO 8", UNO g PLATE EPDXY 5-1/2" EMBED. MIN.016" OC SLAB Wl100 MASONRY � FOLLOW ALL MANF. USP SPTB BTM .MAX. NAIL 16" O/C STAGGERED. iQn SPECIFICATIONS FOR U TOP P AND TOP PLATE AE ANCHORS W/ ADDITIONAL METAL SECURE FLANGE TO 2 USE AND I- PREPARATION OF 10d x 1 1/2' COMMON NAILS CONNECTORS NOT REQUIRED WHEN NO SLAB W/(4) 1/4" X 21/4" HOLE. Z FILL All HOLES, DO NOT USE UPLIFT IS PRESENT. TAPCONS tOd x 3" W y j c O (Z SEE SLAB SCHEDULE SEE SLAB SCHEDULE TOP OF SLAB TOP OF SLAB "CHAMFER (1STORY) � � •: ' 6" CHAMFER (2-STORY) a.�� • . �_ • .. .. e, _ e.a 40 EQ. EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE BOLLARD FOR WXD, BAR SIZE FOR WxD, BAR SIZE 5 ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY SCALE:y4"-'-° MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 8 SCALE: 3/4"=,'-m scALE: 3/a"=r-o" (W/ UPLIFT) scALE: 3-4'=10' (NO UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" 0/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP STUDS SEE PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO d BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL m W 16" O/C STAGGERED. ADDITIONAL METAL U CONNECTORS NOT 0: U) REQUIRED WHEN NO 8' CMU WALL UPLIFT IS PRESENT. Z 0 POURED LINTEL CONT. C".) CMU FILLED CELL (TYP.) TOP OF SLAB SEE SLAB SCHEDULE I• 2XWALL FRAMING 1GROUTED HEDULE 1/2' DIM. USP 7250SD BOLTS 5" " Z ♦'• MINIMUM EMBEDMENT INTO TOP OF SLAB'a• "ISOLATED" COLUMN PAD CELL, 4" FROM ENDS AND m CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX • • e� ' POURED MONOLITHICALLY WITH B „ — — — FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE-- {4 r"y . FOR WxD, BAR SIZE FOD WxD, BAR SIZE AND BAR QUANTITY ANBAR QUANTITY L COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD %1 BLOCK WALL CONNECTION (NO UPLIFT) I V SCALE: 3/4"=1'-O" 1 1 SCALE: 3/4"=l'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407.7744078 www.abdes4Mmup.com AA A: 0003325 8 gg� q O Plum v a LOT. ABBOTT PARK LOT #29 BLK. #8 1pmmam" 04181,000-29082 1[OD�Lt 4EBB "1828-CAU" GARAas swsxct LEFT PAGM DETAILS 160 MPH EXP. C R11/25/19/4"=1"-0"1A DOWEL PLAN SCALE: 1/4" = 1'-W .rs • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-77478 www.abdesWig.cm AA f:0003ro t qly Q 0 W O p � sysD2v. a LOT' ABBOTT PARK LOT #29 BLK #8 !1lOJ�CT 41 .0 29082 - MOVAMA 4EBB "1828-CALM" GARAOM ewe LEFT PAOL" DOWEL PLAN 160 MPH EXP. C � ` 11/25/19 6CALM 1/4-=1'-0" �TIiQiQ'P s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/10"HOOK GROUTED BOND BEAM ee� p CLEAN OUT REQUIRED FOR INSPECTION m TIETVERTICAL REBAR ' �. " 'a • TO HORIZONTAL .'..a,: REBAR W/10'HOOK s_ BAR SIZE 148 BAR DIA Z W #3 18' #4 24' > ^ U #S 30 #6 311 HORIZONTAUVERTICAL #7 4r REINFORCING EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 8" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED d s CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS W U V a. a O N Z 8' CMU WALL c � � i .. SEE SLAB SCHEDULE ? w BAR SIZE 148 BAR DIA I � > 4' CHAMFER (I-STORY)18, O 6' CHAMFER (2STOR1) U Z MATCH STEEL �. f REINFORCEMENT PER SCHEDULE #T ar SEE SCHEDULE FOR WXD, R SIZE AND BAR QBUANTITY PVC CHASE Oh�� JG REINFORCEMENT PER SCHEDULE #5 BARS E-m.1 Ii m 4 ■ 4 CMU UNIT DIMENSIONS O "� ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE: 314"=i'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.ebdesWngroup.com AA 0: 0003325 �gg�au O nuimly. aLioT. ABBOTT PARK LOT #29 BLK. #8 1pmalow 411.00-202 mozom 4EBB "1828-CALI" GARAIGR OWENN LEFT PAGI: DETAILS 160 MPH EXP. C I AMMECT I ROLMD A ADIDUCHAM AR NO 93M 11/25/19 INICAIM. 1/4"=1'-0" O!!ffimT s1.�A FRAMING NOTES: 1, U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 100 x i Irt HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)100 x 1 112" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 100 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 AFG41 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. 6. 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. UNTELS SHALL HAVE 4' NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL, 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 19' 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. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. -TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL /T.O.A, =TOP OF ARCH/T.OS = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C - ON CENTER F.E.S. = FROM EACH SUPPORT, T.O. - THROUGHOUT MARK DESCRIPTION (fc �M REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 881 MASONRY 3000 8x8 (1) #5 WA I GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U{INTELS Mle SAFE LOAD - POUNDS PER LINEAR FOOT `IES-4— SAFP LOAD LF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH wa vim "a rate raw rtaa elan TYPE LENGTH an an RCM TYPE ~ ram W124T Elam r1a4T ~ raa4T aPa7m aP4I•+7 wmar dUf w wr a73a4r wale NNls ma nan one -in wan w44n 4Paan roan SW (4a') PRECAST 22D am aw em am oL am Ire, r'r Pm9 PRBCABT IONS 102a 1I88 r� Ea') PRECAST 1r am tm 4m am aw 7w an 4m nm mm am wM +mr nw aw alai 4m aw aw 7w wo PRECAST »16 mt m 4110 em 7m am7 fP (48') PRECAST 788 787 Ta08 41C (M') PREG18'T an a1m ama am 4m rr am m 4" mm Tar on mu- 1+1m mm yla alas ma 4m m aw 4V' 8m9 PRECAST 16IB tw rm am mw 4w awam rr PRECAST B32 8a1 tD7a 4'41' (#a9 BAST "w m0 rm am 4w 4m on aw 4m a s Tar aw mm 1mm wr aw am am 400 011 aw r4' lM9 PRECAST 1217 ,w mr am am am am B4' la'1 PRECAST 411 411 748 r-r R'1') PRECAST ma , lam ama aw ar+ 4m /w low aw 7w mm ,w fan ma aw " 4m r lr prl PRECAST taB2 11m Ira mm m0 am ma a+m r 7r (7#') PRECAST 24D 8D NS s+lo• (m) PRECAST w M M 4w mt mat 4m n em ma ,er m0 aLm are MM 47aa ri' (7e'1 PRECAST' i0! 4M ow (►a') PRECAST 87T T21 4ID se' 4>09 PRECArr mm tm aao mi+ am mm IM +ar 001 a7aa am am r4' lI0') PRECAST 74i w1 17aa am am a4a am a4a TO fIa'1 PRECAST 424 bM SIS Td plB') PRECAST 72r are am7 m11 rm am M ma, e1r W2 m im im sm aw am ma r-C 1 PRECAST p aB4 w tw tw am aw in am r4• (112� PRSGI6T a16 bu 2D0 r4• (tu7 PRECAST m m t 1 two m mm ma aw aw w m 1w ,w Im am aw I" (198� PRECAST 4T8 m m Im m, rn aw s wr p2a'► PRECAST 2M tm 1eo Ira' (IMP) PRECAST m 47a m I m+ w r ,m aw rn m m tw im +m ma aw 114' (131n PRECAST 312 w w is 1w am am 4m ,1!f p28) PRECAST 2a0 482 1M 114' par► PRECAST 474 m w wr Isis- Im ME w as fw am am 4w mt w =2 1w mew am7 wor (w) PRSGST SST w w w4 im aw ma am 12LW (14" PRECAST W4 Art 137 12'd' (14f) PRECAST 47s 4m m w ++ maa w m w4 tm aw ma am 47s m w 1 an 1r4' p»9 PIB.YJ18T 218 q1 7! ma "a mm aim ma 1f4• (180') PRECAST 21T 92a 110 174' paD"► PRECAST an m w 710 m 1 1w 471 >m ma tw mg ma s ma ,ma w 1w m1 w7 i*W par► PRECAST 279 4a4 7a mm mi 1m amr m# 14%W (tar) PRECW ax 288 100 14+�41' pa9 PRECMT m m m 7a1 w , tm 4a 7aa Ira mm 14r am am 410 4M 1 PIT ,Oa qw.J , wr ter (171') PR�TRE88® NA w w w w w w "R 144' (11M) PRE NA 04 I1 W'd (178") PRESTRESSED E� m m m m m m w m m 1301.j w isle. 11m t7M 4w m mm "a lam am rm low pef► PRWTI N.R. w w NR NR w »4• (184') PRE NA 2BT a I" p84') PNMT m m Ma m m w m m m , Mt + 1am am w Im tm few m# aem 1T4' Mn PREOIRE NA w M M M w w 17'4' XM PR�IMW NR 1W M I" on PRE it w m w m m tm w 1 m tm w Ima m Be m mtam mm aw 1r4' am PIES, NA M w w w M w w Mn PRIBfIM� NA 1*62 tr4' ( 'i PRBiIWID w in m m w 410 4r m w 841 ar t m tar m 4m 70 1w ma mm an �'{ � PRE ' w m w w M w w Zfb" PREBTRBBED NA +28 rt 214' ( ) PRDIRB9B® w w m m m w m am 4a m m w ME ma w w m w m4 an "a m' our) WARRMW NA w w w w w to w Wa') PRD71� NA ,» 10 271P On PR�IRBBI® w m m7 w m w w w 4! m w w w w w w m m mr mla m22W w'r on PRwffdnm NA M M w M w w M PIOTRFBe� NR. w as 7f4 PM9 PWgRBN® m atm � m w w m w es, 4ae m m of w m m m m wa ma (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR -ALLVALUNTAKEN FROM %1I ELOAD TABIEB' BY CASTCREM MAY 11018 EDITION PRECAST PRODUCTS BY 0711M TO MEETOR EXCEEDVAWES STATED ABOVE -ALLPAJSA PROOIICi'8 ARE TOM BISTALLBD PERMANUFACUMSP=FrATIONB •PROVDE MISMUM,r OF BEARING PAST EACH SIDE OFVADOW OPMO PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 18-0128.03 LIFT BEAM PLAN SCALE: 1/4" = 1'-W 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-7744078 wwwAbdealgngroup.com AA 0:0003328 as W. 4 0 � 4 � 115=11MV. AS i4C14 ABBOTT PARK LOT #29 BLK. #8 P1�OJ>DC 04181.000-29082 3wDzIA 4EBB "1828—CALM" GARARBm eTIFINCk LEFT 1PAGM. LIFT BEAM PLAN AND NOTES 160 MPH EXP. C IR�ra� 11/25/19 EICA*"m" 1/4"=1'-0" DIET s2 #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK — 30" TYPICAL #5 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0' IT IS THIS ENGINEER'S INTENT THAT XFXX - IT/1 M/OB INDICATES A DOUBLE BOND BEAM AND XFXX - iT/0M/0B INDICATES A SINGLE BOND BEAM �{V PLACE STEEL AS NFORCING (1-2) DEPICTED HEREIN. o��y� a 04 O O F - FILLED W/ GROUT U =UNFILLED \� NOMINAL # OF #TS, IN 2ND BOND WIDTH BEAM COURSE N. O �16-1 T/11V / B P. NOMINAL HEIGHT x nc as�c TOp M COURSE # OF #5'S, BOTTOM PLACED IN LINTEL WINDOW PRE CAST .31W a is WINDOW SILL Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2"=1'.0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.B'X8' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE 95 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REWIRED BEARING �e HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUSAROUNO STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. TYP. 8N16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#6 TOP OF THE LINTEL, o. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. 8x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8z8 BOND BEAMIQ W/(1)#5 BAR ..�: BOND BEAM GROUT SOLID FROM P LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL W/(1) #8 BAR (L2) MASONRY LENGTH OF BAR = WIDTH OF OPENING-2" BEAM DESIGNATION OR ^ 8x8 PRE -CAST CONCRETE L SCALE: 3l4"=1'-0' LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS mo . PRECAST HEADER(MIN) — 2x4 (MIN 2 X 3) 1-3116 — TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2.3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1/41 8' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4' EMBEDMENT 2x8 (MIN 2X 3) (� DRIVE TAPCON OR DRIVE PIN (MIN � \vT— SHANK SIZE, 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING — 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-14" MIN. 2-12d PER BLK, EA. END EMBEDMENT OSB SHEATHING WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0" ( SINGLE #5 CORNER BAR, 30z30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDE BOND. BEAM OF ELEVATION CHANGE CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH: 407-7744078 FAX: 407-7744078 www.abdesWkgroup.00m AA #: 0003325 all�E. J O OUNIV as Logy ABBOTT PARK LOT #29 BLK. #8 P1W n'OTN 4 T- 0 moDau 4EBB "1828—CALM" OARAGN DIFEW 2 LEFT PAC & DETAILS 160 MPH EXP. C 11/25/19 8CMM 1/4-=1'-0- smom" S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WI (9) 10d It 110 HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 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"} S. 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 P8836, .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'-W, FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. WIN 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)16d COMMON NAILS & SECURE TO BM. W/ USP HLTPTA25 USED TO BRACE TOP OF WALL. 0 1 It It It If It X 11 11 I ATTACH 4'I-0" LONG 2x SCAB TO II It It x II TRUSS W/ 10d NAILS 00"O.C. II FROM EA. END I 1 _ I _ It H I 2A It It It = 3.1 I II I I If II sass:=� I I A140 1 — I =I� 6 I I �s=:s=ass:=�ssassa: sssssas�- asasa=s-�=z�=�zssa® �ssss=s I I I I I zss�szs>msssa=sssmss s s 6ssses==s=__ = o21"O.C.MAX 1 I I I I I I I I I I I s ssaxss=== �a=ss ems' sssssz=�==� I t I I 1 I :::sass:—x�ms=sssse�=s=z�s s= sssseesss=�ssa=s=v�s� I I I I 1 I =s� I. Tr� avesasssae�a:=z=s s s�sasss=s v�ae I I I I I I ---•-�a22°x5Ca°' --- .—. Ir.�.ACCES3�L.—. I I 1 I I1 1 i I I I I I A11 s�essaz zags :s 1A --- 1A A16 61111 0 f�21�f,;ZT7 FRAMING PLAN SCALE: 1/4" = 1'-0" NO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77441078 FAX: 407-7744078 www.abdasoWoup.eom AA A: 0003325 h $ C - 8- J 6 0 � aVaslV. ft LOTt ABBOTT PARK LOT #29 BLK #8 rao >,coa>. 000-29082 4EBB "1828-CALL" OA>RAas awixa> LEFT p a FRAMING PLAN 160 MPH EXP. C ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE MMOIN 0 24- O/C, SUBMIT SHOP ROOF/WALL FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE' A-(1)USP HTA16 TRUSS ANCHOR WITH (9) # 1175 UPLIFT USP 10d x 1 1/2' TO TRUSS. FL#17680 PLYWOOD SHEATHING, SEE (2) USP HTA16 TRUSS ANCHOR TO HRUSS B-(2) USP HTA18 TRUSS ANCHOR WITH (9) "ROOFPNALL/FLOOR WITH (8) tOd x 1 1l7 NAILS TO NOTE: APT SYP #2 7 z 4', A D (4) Vd TRUSS AND (4)1/4" x 2 1/4• 10d x 1 1/2• TO TRUSS EA STRAP. FL#17680 SHEATHING TRUSS EA. PROVIDE 4' MINIMUM 6", 8" x 4'-0' MAYBE ADDED TAPCONS TO CONT DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" CONCRETE EMBEDMENT. DBL W/ 10d NAILS, 2 ROWS, 3' POURED LINTEL OVER TRUSS (NOT SHOWN) STRAP, 1 EACH SIDE WRAPS UP O/C TO FACILITATE ONE AND OVER TRUSS (NOT ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) USP NOTE: A PT SYP #2 2" x 4", SHOWN) ACCOMMODATE GIRDER HTWM20 INSTALLED ON PRE-ENG TRUSS 6", 8" x 4'.0" MAY BE ADDED USED IN CONJUNCTION WITH TIEDOWN REQUIREMENTS. OPPOSITE FACES OF W110d NAILS, 2 ROWS, 3" HEAVY UPLIFT CONNECTORW/10 BLOCK WALL TO O/C TO FACILITATE ONE FL#17680 TRUSS AND ( )1/4' x 2 x 21/4" ADDITIONAL PLY MAX, TO ACCOMMODATE TRUSS (A) USP LUGT2 POWERS CON TO CONT CONTINUOUS BOND BEAM 1z2, 2x WOOD FASCIA SEE ARCHITECTURAL ANCHOR REQUIREMENTS. (16) 1 GAL WEDGE BOLTS (18) 16 GALV. NAILS TO POUREDTAPCON POURED LINTEL 2x SECURED W/ (3)16d TRUSS (2PLY) #FL17240(NOT SHOWN) GALV. COMMON NAILS. ENGINEERED WOOD (B) USP RFUS STEEL CONNECTOR WITH (4) 3/4'z6" WEDGE BOLTS AND 1x2 SECURED W/ 10d TRUSSES 24" O/C, 1z2 2x WOOD FASCIA (12) WS3 SCREWS FL#8723 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 17 O/C FOR REVIEW 2z SECURED W1(3) 16tl AND APPROVAL GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SECURED WI 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS SCHEDULE SOLID, 8- EACH WAY OF BOLTS MASONRY BOND BEAM 17 O/C SEE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, 1-1785 LBS (2PLY) A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) 2" COVER 8 2"APART REPAIR OF MULTIPLE 10 TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1 a 1 b °14`V-0 ROOF 3 GIRDER CONNECTORS) SCALE: 2a 02bTYPICAL SCALE:34"=,-° SCALE:3/4"=,'-°• GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T 8 G SUBFLOOR GLUED AND BRACE W/ (3)12d EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA72 20 GAUGE COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATH84G W/ 10dx1/2 HOG NAILS SEAMS) 0'-0" TO 30'-0" (1)'X" BRACE EACH END. TOTAL OF 10 30--1" TO 60'-0 (3) W BRACE SECURE PLATE (1)'X"BRACE Q CENTER /1/2X8 "DIA TO BLK W/ FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ GIRDER 6'-0" MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH R 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32'OC MAX. 10 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2z8 PRE -ENO FLOOR TRUSS BTM. CHORD PO.TT. PLATE W/12dh 8" STIFFBACK (AS PER BO 5/8' GYPSUM BOARDS 1/7 HIGH BRACING, SEE PLAN FOR LOCATION TRUSS ENG) ONT. 2x4 SECURED W/ STRENGTH BOARD _ 11 MAY NOT BE (2) 10d's 0 EACH TRUSS SECURE TRUSS TO TOP PLATE wl (2) N a REQUIRED TO BE INSTALLED 16d TOENAILS 10'-0' O.C. MAX DOUBLE TOP PLATE HTT16 W/ 5/8• A.B. WITH BTM. CHORD OF MIN. 7"EMBEDMENT WOOD ROOF TRUSSES TO SLAB 8 (20)16d x SEE SCHEDULE FOR AV 2z4 OR 2x6 WOOD BEARING 2-1/2' NAILS TO POST. , BOND BEAM RED. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING .4. 1Q" GYP. WL. BD. • • • 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER °'� •' )1 • • r° ..�. s. MAX., OR 2x4 BTM. CHORD BRACING 10'-0' O/C MAXSECURED W/ (2)10d COMMON NAILS AT EACH CHORD END TYPE CONDITION, IF DEPICTED SEE PLAN BLOCK WALL W/ GABLE END INTERSECTION TYP. 7 BTM. CHORD BRACING PRE-ENG'D TRUSS SCALE: 3/4"=,'-o' GIRDER/WOOD POST CONNECTIONS V SCALE:34'=1'-0 5 a. FLOOR TRUSS CONNECTION @ L.B.W. (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE ---NOTCH DEPTH I/4•D OLE EDGE>5/8" USED SO LONG AS THEY CONFORM TO THE „ OLE DIAMETER FOLLOWING < 2/5•D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED $O LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >6(8" 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 EQUIVALENTTO A USP RT1 SA (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 0. SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5•0 DBL. STUD STUD NOTCHING NOT USED NOT USED ALTERNATE MATERIALS 11 AND BORING LIMITS 8 SCALE: 1 1/7=1'-O" 9 10 SCALE:34'=,'-0 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.607E FAX:407-774.4070 www.ebdealgngToup.00m L AA #: 0003325 as 0 g aumiv. a X101A ABBOTT PARK LOT #29 BLK. #8 041 -290 2 HODMU 4EBB "1828-CALI" OARAOs NVIVa : 1]P LEFT AOIDETAILS 60 MPH EXP. C rA 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d ® EA 4'-0" O.C. (AT SHEATHING SEAM) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0' TO 30'-0' (1) "X" BRACE �► 30'-1"TO 60'.0 (3) "X' BRACE PRE-ENG GABLE TRUSS (1)'X" BRACE 0 CENTER (2)'X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO, 1x2, 2x WOOD FASCIAeFOR NECTION PER SEE ARCHITECTURALSS MFG. 2x SECURED W/ (3)16d OOD GALV. COMMON NAILS. 4' O/C, lx2 SECURED WI 10d DRAWINGS GALV. COMMON NAILS CONT. 2x4 RAT RUN 12"O/CL SECURED W/ (2)12ds MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:34'=1'-0 PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS - 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. GABLE 32"OC MAX G SECURE GABLE T02x6 P.T. PLATE W/ 12d's 6" O.C. MAX PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 20 SECURED W/ (2)100k 0 EACH TRUSS TO BE INSTALLED @ lV(P O.C. MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeaWkgroup.com ` AA M: 0003325 8 i5 R L07 �j O p 11 C aVSDIV. as =A7! ABBOTT PARK LOT #29 BLK.�r #S �Jzmfp 81,000-29082 xoDau 4EBB "1828-CALM' GARAds WIFEMM LEFT PACE: DETAILS 160 MPH EXP. C s1 L-73 w A ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE 1-10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF ((49.48) ZONES =67.16 PSF( lS') "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOFDW9RAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' O.S.B. OR 112" COX 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 9 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILESTR. SHANK 8d RING SHANK 2 1/8 0.120' 170,0DO 8N 20 SCREW SHANK (RING RINGS PER INCH) 8d SCREW SHANK 2 112" 0.120" PNEUMATIC SCREW-WULS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL 8 TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR BNEATHMS USE 112" CDX OR 7116' O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP 8 BOTTOM EDGES z� Y Z Z a. 0OZo ' C ZZZ � 0 N y TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR�USS -` 00 10 �Lll[l 3[1[111. ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE BAD FRAMWO 8d RING SHANK GUN NAILS - 6" O.C. IN FIELD:` TYP. EXT, SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE �-• 8d RING SHANK GUN NAILS 9170.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW-NAILSE 170.OJ[ FIELD J\ TYP. 3/4' TSG SUS -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED N CONCRETE SHALL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE SHALL BE3f'. STRUCTURAL DRAWINGS SWILL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE B%AIR ENTRAINED CONCRETE D009FD TO EARTHORNFATFER WONT" ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN All OF CONCRETE ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, 6th EDITION pPpg®EDGfiB NET08E CHU.FER®3I1'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318.14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = I IDO PSI ANDA MODULUS OF CRIPPLERS,: FOR STRUCTURAL CONCRETE. ACI 630-13/ASCE S13 ANSI SPECIFICATION FOR TFE DESIGN OF PROIDE -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UiIBiNLSlAB50NGfmI1N1WFH+EIWIGTB70N ELASTICITY 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7.10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6INCHES AND SFALEDWMTHAD ESIVETAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDEDTO BE TYPICAL AND FORMWORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SWILL BE TREATED FORANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AG 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, ft EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASNNG, SOUND ISOLATION. FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTLIRALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LIMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT S THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DEMN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pot 20 pef TOP CHORD alDnco wmnt 10 pef BTM CHORD awn-c -nt DEAD LOAD DEAD LOAD 10 pef TOP CHORD 20 psf TOP CHORD (7 psf w ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: I OPSI BALCONY UVE LOAD 00 PST STAIRS LIVE LOAD 40 PSI WIND: DEAD LOAD SPEED .10 MPH 3. SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1 Opaf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20paf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40pst, GUARDS AND HANDRAILS: 200psf, GUARD INFILL COMPONENTS: 50paf, PASSENGER VEHICLE GARAGES: 50pst, ROOMS OTHERTHAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30ps1, STAIRS: 4SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHDP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTALTO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPNS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FBUNDATK)W SITE PREPARATION: FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 peT, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETON OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM? DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTING$; AN b SLABONGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS. COLUMNS, AND 5" STRUCTURAL TERRACE SUB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGS, WITH HSTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRORTO CONCRETE PLACEMENT. CONCRETE SLUMP BALL NOT B(CEED 5' N-PRIOR TO THE ADDITION OF PLASTIQZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 3D1 AND ASTM C44 OR MEASURING, IMNND, TRANSPORTING, ETC. CONCRETE TICKETS BALL BE TIME -STAMPED VARBN CONCRETE S BATCHED. THE 11MMMUM TIME ALLOWED FROM WIE N WATER S ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES IF FOR ANY F EA4DNTHHE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE RACED. IT SAL. BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESBNTATIWE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REAR %A L BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY SPOSEDTO EARTH (FMWATIONSy D. FOR CONCRETE EXPOSED TO EARTH AHDPORWEATHER 1-1/Y FOR 05 AND 9MPLLBt Y FOR88 AND LARGER C. FOR CONCRETE NOT EXPOSED TOWEATHER 314" FOR SLABS, WALLS AND AJOISTS M2' FOR SEAM AND COLUMN PRIMARY REINFORCEMENT. TIES STIRRUPS WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A188, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH T CHAIRS SPACED TD' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A616 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A616 GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE. AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW, TYP. MIN UPS SHALL BE AS FOLLOWS: 44 BAR - 26" #6 BAR - 36" #5 BAR - 30' #7 BAR - 42" PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LIPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOTOIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPH74,'DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TPVWTCA BCSI I' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATEOONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.14982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSESIGIRDERS TO COLUMNS AND WALLS FORAPPROVAL, RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 6 FLOOR LAYOUTS PRBVDEDON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 6 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 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. 'SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASCE 5/rMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIESL AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOAD$ SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C90, GRADE f1n = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OFTIE BEAMS BEFORE AND CLADDING WAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C416, 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 SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MU( SHALL HAVE A MU(IMUM 3B" CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PS, INSTALL CONNECTIONS UP 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. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANCOR VERTICAL REINFORCING. LAP VERTICAL REBAR 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 WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500. GRADE B, Fy - 46 ksl. STRUCTURAL PIPE SHALL BE ASTM153, GRADE B, TYPE E OR S, Fy c 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL, FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AFPLI- VAQNo REMAIN® APPLIGTON 9VE TYPE SPACING RENAPo6 1RPTfURRNG IO CASE HAROENW COI 8"� GMAOE 000R BJCK iM'OIA TAPCON A1lWJ1RY 8.0� ttl!•EAIBEo., TEND 019T., AWONMICONO NNLt ll2 LONG. To AW90NRVImm. NO WASHER FASTENER 11Q•WGE D•T. 9O0, AL. PIT.-m CASE FMPOFNW coI 0`O,C WNDOWIOOpiIFABtENW GARAGE GOOKW 1T Oww F%PANswNBOLT 3r OA: r EMBEO.,rENp it PT.9EE WiE4 NNL 112'LONG, 9TAGGERW IMOIMpNRWWNC. TO AW9DNPWODNC. WASIA3t 1'EOOE GENT wNoow soot CASE RAW@1®col S•oc wNoowwoow FAsiwm METusTPAPm CONTACT THIS ENGINEER FOR SPACING to PT. SEE NDTEB NUL 1+?LONG, sTAGGERED NrOIMS 110oNC. MA90NRYI CONIC. REQUIREMENTS EXT. SANG WOR 12)G/1rOW 'TAPOON 11,R•EMBW,rEFp. NON9FARING N000 1? EI�AN910N rEMBEO..I'ENO 3r 0� BU.-Tr SEENOTEB NO WA9HE0. FASTNER D19T.,11R'EOGEDBt. WALL TO CONO SLAB WIWA9HER BOLT OMT„3•EOGE0 Y 0,138• PAFx41A` 9"OIC r END. p19T-11? TO STNEL DX.. PT T09TEELOOL.,9EE W.l yypgHER STAGGERED BODE DST. NOTES mm 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND /OR NQA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT] 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 DETAILEDABOVE 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. 1. MEMBERS ARE PULED AND 2x MEMBERS ARE SECURED W/ TAPCDNS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.771�78 FAX:407-774.4078 www.abd•sWigroupcom AA #: 0003325 Q Q • 8 V L W Q u W ti LT,�J aysniv. as Lo4! ABBOTT PARK LOT #29 BLK. #8 14 �� 2908 4EBB FF1828-CALY1 GATtAG1E awDM LEFT RAG& DETAILS 160 MPH EXP. C ARCHRECTT STATE OF FLORDA DE 0 9 A AR NO 93M rTM 11/25/19 BCA� 1/4"=1F_0FF `S N 1 ��C,q l �oc) s� q,O zL- 06