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HomeMy WebLinkAbout7805 Broad Pointe Dr99 9 1828-4EB-B-CAL19 OMES 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel. (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COsMPLY WITH PREVAILING CODES FLORIDA 1UILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE CITY OF ZEPH 1 PLAN • STATE OF FLORIDA ,, CERTIFIED BUILDING CONTRACTOR: L DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .� 1�IADRiii ©oM , II em (10"M) -AU IaM AM 8'1'Att COLOR$ •OCCUPANCY - RESIDENTIAL MOUP R3 •CONSTRUCTION TYPE - VB •�' INTERIOR I+1NL411 - CI1LR4 B •BASIC WIND SPEED - Vult=160 MPH V"ea=124 MPH -EXPOSURE _ • L-STORY :I -STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ASV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING N� LU MEDICINE CABINET�� ALL. ALTERNATE Mm MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL1HRESHOID CAB. CABINET CL CENTER NE MTD. MOUNTED MTR METAL CIG CEILING N.T.S. ONCENTNOT TO R CLB. CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC THE EH PHONE D. DRYER PLT. PLATE DBL DOUBLE PR. PLYWOOD D.G. DUAL GLAZED PR PAIR Du. DIAMETER P.T. PRESSURE TREATED D M. DIMENSION B. RISER DISP. DISPOSAL BAD. RADIUS BE. DEEP R.A.G. RETURN AIR GRILL DR DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. RODM .O, ROUGHOPENING D.W. DISHWnSHER S.C. SOIADCOREEXTDR EA. EACH S.D SMOKE DETECTOR ELEV. ELEVATION S.H.SINGLE HUNG EQ. EQUAL SITE. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR. SHOWER JFX IIXE FIXEDGLASSLT SSIMILAR LIDING F.G. FASSFIN. FINISH SL. GL SLIDING GLASS FIR FLOOR STD STANDARD FLUOR FLUORESCENT SwS SHEAR WALL F G. FRENCH DOOR TEMP. TEMPERED GLASS GA. GAUGE THR THICK GAR. IMP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.L GROUND.FAULT CIRCUIT T.OP. TOP OF PLATE INTERRUPTER T.O.S. TOP OF mica LAB GL GLASS U.N. TYPICAL GYP. BD GYPSUM BOARD U.N.O. UNLESS NOT® H.C. HOLLOW CORE V.P. HOSEBIB OTHERWISE RPROOF HDK HEADER W. WASHER INSJCORH; Ms�TION W/ WITH WD. WOOD TNT. INTERIOR WDW. WINDOWyEnTBR WWATERINTERPRETATION W.I. WROUGHT IRON DATE DESCRD'TION CDsmm ARCHITECTURAL SHEET # DESCRIPTION or�/I& IonF��"� PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG Ml-MECHANICAL PLAN PG DI —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 WA6-WALL ASSEMBLY DETAILS golf& CDsRE•ESIED 07RUM bIDNG ELEVATION& ADDED 01%/* CDs FIE -MOM 04f°YI: FOOTING BOIIEB V"yE COS RE- p)f9fy ADDED CJWBLESS EDGIER AT GARAGE DETAIL (FORT rIrElva) 02mm ruwMANTENANCE OM IM REVISED LNIEL SIZE AT FRONT ENTRT DOOR • 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 04ame ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WALL BAT&QI (FELB.i SQ.FT. CALL. &44fE REVISED NVAC VMW M ON SOFT CALL SCIeXLE (MELD) ft/o/m ADDED 'D(TERIORMOW DEW FOOTEWDETAIL12MA(ORL) ING CL FT. LIVwo D GARA<f 4 °a ENTRT 16 Ga FT. LAWN DD S@. FT. TOTAL Y�CL 2 SFT• 06QVIS ADDED LED Lr.+n a IOTCFEN t SATH PER MAW DOM vy" ADDED STOW OPTION ELEVATION C N D (TAMPA) V&S" ELEVATION'G' SIDING -ADDED LOUVER aGACLE ROOF I rAm ADDED OPT. F-O' CEILING 14EWM STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS PG S1.2—DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FRAMING PLAN PG S3.lA-DETAILS PG S3.113-DETAILS PG SNl-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES All. LIABILITY FOR OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SETS ARE UNCLEAR AND EXPLANATION IN ORDER TOED OBUIID THIS PROJFURTHER ECCTTOOR BASED ONTHIS 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. AS DESIGN GROUP WELL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORTIS IN A TIMELY MANNER. AS DESIGN GROUP TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'a HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE INSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX:407.774-4078 W ww.abdesWigroup.com L AA 0: 0003325 , a O aulwiv. ae LDT: ABBOTT PARK LOT #9 BLK. #10 1pllod100T/ 0 1 02 >t[OD>a:Ls 4EBB "1828—CALI" GA>RAos DWMGc LEFT PAON: COVER SHEET 160 MPH EXP. C DRDVr A 11/25/19 9111CALM:1/4"=1'-0" oI=1 C1 GENERAL N M 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) Bth EDITION, (2017) AND IN CONJUNCTION WITH ASCE 7.10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2D17) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRANANGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DI SCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 1. GARAGE DOOR A. ENGINEERED FOR MIN. WAND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPUED BY GARAGE DOOR SUPPLIER C. DETAIL TO 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 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I-M INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 K" SHEET STEEL 1-MIN. RIGID ON-METAWC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN %4NCH GYPSUM BOARD OR EQUIVALENT. srtewoRK 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 HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTINGAND 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) B. EXCAVATIONS TO BE A MINIMUM OF X- 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 W RICH 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 TERMITCIDES, 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' TIER 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 1.2D14) 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 6 WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4, NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY NTH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUMAREA SHALL BE 8 FT . SQ. PLUBNO 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 W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P26032. EXTUM WALL COVERIPM 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 FNRINEB 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, 12" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & AST"1063.12a 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCWD14G BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-11A AND R703.7. FM REMANTCOINTRUCTION 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 PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / 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 12" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12" 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: 407-7746078 FAX: 407-774-4078 www.abdmWi*oup.com L AA M: 0003325 , all 0 aV>sDIV. Bt IATt ABBOTT PARK LOT #9 BLK. #10 FROJWT 04181,006-09102 HODRU 4EBB "1828-CALM" OARAos XWDM: LEFT PAGM GENERAL NOTES 160 MPH EXP. C DA 11/25/19 •CALL': 1/4'=1'-0" ONE= GN 9Q'.GS' II� a milli o oIi�EOEE�E�E'oIIE�IIEE�EE' o oI�E�EI'u - - o to I- o i - - - i i - - r /r i - p ollfn - — o'IEEEEEIIo - i i i � - - 11 I - i i i i - - - i h WE S. = 1. 0 - i o . I° - 0 i i w. i' i ■ �-ISILLIIRD AS IREa rV� - i' oPER ISLDGL• CODE i oGMAGE - - = FOYER n - � - ;i on - �.�.❑oo 0-0 CIA i ! Z i o'IEEI'o ollEEln �1 131EEEEEI'o�l�o'IEEEEEIIo FLOOR PLAN SCALE. V4' " I•-0' SQ.FT. CALL. S LNNG I828 Sa FT. GARAGE 430 Sa FT. ENTRY 16 Sa FT. LANAI S8 8a FT. TOTAL 2A62 Sa FT. C01f01EMt AND CLADOIp�D LOAOf fINC ■D BFONIE F0118t1!C010 OlR18 ME t10M'Nmaw IElIm MIN. WINDOW ID 5 34/-45 CRITERIA EXTERIOR SWING IB 5 33/-43 DR MIN. CRITERIA arm MIN. 41 5 31/-38 CRITERIA 16" 0.4D. 112 5 282/-31.5 BASIC MIND SPEED MPH - 180 (Vult) INTERNAL PRESSURE COEFFICENT - f 0.18 BLDG. CAT. -II, EXP.-C, MEAN ROOF HT. 13'-0' PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COW40L Oft KWB ODL. TOP PLATE 9 BAR DETAIL AE: V2'•1'-0' NOTE. -2-8 LOUV. DOOR WW AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENING& BETWEEN THE GARAGE AND RESIDENCE SHALL ISE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THIG0abIl, SOLID OR HONEYCOMD-GORE STEEL DOORS NOT LESS THAN 13/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosVigroup.com L AA B: 0003325 6 � 6 BLTBDIV. ag Lan ABBOTT PARK LOT #9 BLK. #10 PROJmCT 4 1. 0 -0 0 1►�oa1sl� 4EBB "1828-CALI" OAILAaa OWDM: LEFT PAOZ: FLOOR PLAN 160 MPH EXP. C DA MT 11/25/19 tCAUD. 1/4"=1'-O" 6*91 .T Al ./-18'-4' SLOG. HGT. 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COFINATWH NItVICE DISCONICT OUXTO9 AND N APT GeiG40 VOLT GENERAL C=TPOCAL MATERIALS AND, INSTALLATIONS 01E 69 M NMA am Wctg)ou E 1 M PINE PRE -WIRED COMR.T IGTN ELECTRICAL PRDVMIOFIS OP THE Peat AIM L�COiDEi AND ALL LOCAL POWR GL6 FAN \/\y e. ALL CCPDUOTOIt6 SMALL EE TYPE TNNMM WLE66 mom OTNRW6L MO.iAP TELEPNON eWaVCE CABLE TEBITBAMN IRAtYFO1e7R laury E SMLVIa dTRArRx E6uIPMWNr e(AIWNeMr MEINY6TAT LOW CAIWMGTIOH6 1-1,43' C" SCLIDILE M PVC CONDUIT OR —am e 2AD ALWINM (AL) N 2" OLA GCWMD.- r 80 PVC CONDUIT UNLESS SERVICc 16 PRDVDED eY THE ELECTRIC CO PANT. COORDINATE NOW TIME ELECTRIC COMPANY PRIOR TO 00. i V CU SERVICE I ROIEO COMA= TO CONCRETE ENCASED POaT OMM PER Op Two tocailiH Wfk 6)V' CIA X 6 FT L@A1 COPPER CLAD McOWD ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.mbdeaWkgroup.com AA 6: 0003325 8 [i tit 3 sumty a L O ABBOTT PARK LOT #9 BLK. #10 PnOJECT — 09102 M0Da1A 4EBB "1828-CAU OAPtAoa 9WENG: LEFT PACM: ELECTRICAL PLAN %160 MPH EXP. C 2' VTR I� i i jC Vz' ,12.. LAV jrl V!• I I s sHWR in. 2 WASHER e a KITCHEN 2, S3JC UY "'I¢P AUTO VENT ��ru I v2L. ), r' I V 0v2' va+1 PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE. V4 • V-V* TO I N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdosWig oup.00m AA N: 0003325 � a 4 aysaiv ae LDTs ABBOTT PARK LOT #9 BLK. #10 pnon 7CT/ 04181.000-09102 bwDzT' 4EBB "1828—CALI" OARAOZ 9WDCO: LEFT PAGM: PLUMBING PLAN 160 MPH E)W. C 19 DRMM w11/25/19 =A=: 1/4"=1'-0" s iEw P1 HVAC NOTES L ALL MECHANICAL EQUIPMW SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED M NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL BEAMS SHALL BE SEALED WITH GLA66 PAIS a MASM AND INSTALLED AS PER POC 67H EDITION (2O11) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL BI CLASS I AIR DUCT AS PER NPPA 6OA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CI4rWEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, $WALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FIX 6TH EDITION (20T) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO PBC 6TH EDITION (2Ot1) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR SATHMG FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 6TH EDITION (2O11) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL NAVE RUDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2O11) MECHANICAL CODE SECTION 6O1. 10. GRILLES AND DIFFUSERS SHALL SE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC CEILING PLENUM AIR SUPPLY AIR HANDLER— -- EVAP.TRAY—_ 8CORIATED NICKEL BRONZE FL. PL. BRA66 PLUG INSIDE CAULK LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DPRJWR SOLID LINE. SUPPLY TRUNK BROKEN LINE- RETURN TRUW l BALANCM DAMPER OR OBD O CEILING EXHAUST FAN RCEILING EXHAUST FAN a LIGHT O/A OUTSIDE AIR (D T14ERM06TAT m PA66-TFI110U AIR GRILL NOTE, ALL HVAC TO HAVE PROPER PANS W/ DRAMS SECURE STRAP TO CONC. C�UNITT W/ (2)-3A6'X2' TAFCONS SIMPSON WB ROLL STRAP R OEQUAL EXTERIOR WALL U AIR RETURN SECURE STRAP TO WIT W/ (2) 4' CONCRETE SLAB bX1 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID y REFRIGERANT LINES CONDENSER UNIT y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE il�_' NOTE, MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' F ROM STRUCTURE J. PVC SLEEVE t0 LINES BELOW BLAB T REFRWWANT LINES TO RETURN CONDENSING WIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAIN, AS PER POOR 6714 EDITION (2OM) MECHANICAL BLDG. CODE SECTION 3OT2A HVAC DRAINS PIN. FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED UTADE 6240-K JOSAM 56WO SERIES NICKEL BRA66 TOP P.VG OPTI/SPEC COUNTERSUNK CA. PLUG FM. GRADE OR PAVING rEX;TE:1W6 SPEC. 'XB CONCORON TO SOIL TE AS QUIRED FLOOR SLAB CLEAN -OUT (T� nEXT. GROUND CLEAN -OUT (T�) ml NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE PPE. ELEVATION. MECHANICAL PLAN SCALE: 114 . I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.77 078 FAX: 407-774407E wwwsbdplgn8roup.com AA I: 000332E III Fj ll N aU=IV as LOT: ABBOTT PARK LOT #9 BLK, # 10 PROAMT/I 04181,000-09102 UKODZU 4EBB "1828—CALM" OA3EA03 /WINO: LEFT PACM: MECHANICAL PLAN 160 MPH EXP. C of PDATO 11/26/19 BCA=:1/4"=!'-0" B EMW M1 pm� 2X4 TOP PLATE PLAN -_—Y PRE -FAD TRJ58 V2' CL& BOARD V2' DRYWALL T'tr SECURE BT. - PLATE TO SLAB W/ 110d MA60NRY NAIL a 32' OL. MAX FIN. FLR 2X4 WOOD 6TUDS 424' oc. 01 L4.10 IN ITIONS SUPPORTING HUNG PLUMBING 2ES AND WALL JETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE (T)TYP. INT. WALL (NON—BRG.) D1 SCALE, S/4'•1'•0 FIDERGLA66 SHINGLES OVER O30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908.1.1 ON a, 0.6J6. ON OR}'CDx PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRU&6 MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLANO� CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 401, rY. OH. ,5/8• GYPSL" Bf OR 1/2, HKsH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'.I'-V' ENERGY CODE FORMS ATION R-VALUES IRENCE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANtFACTURES SPECIFICATIONS STRUCTURAL br2 P.T. FURRING — STRPS • 24' Or— v CMU V2' GYP. WL. BD: WOOD BASE — FIBERGLASS 6HMGLEG OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.I.I ON I}' Oha &FEATHMG OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRIS6 MTL. DRP EDGE 2x FASCIA PER ELEVATION& VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN FLR1_ 0'-0' FIN. FLR a. L .. 4 W/ WINDOW OPENING raLYP. WJ�LI. SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF TO LESS THAN 4:12, A 4 1—STORY HIP BLOCK WALL (2)OLAYERIUNDERLAYMENT SYSTEM ecALE. s/4'.r•o' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 raa ar LK B GAS LINE THRU BLACK vr.r.r FIBEIC+LASS SH8'YTLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R906.LI ON J' OAJ5. SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE I'-0' TYR MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRU&6 WEEP &CREED 2x P.T. SECURED PER STRUCTURAL DETAILS N 1HOC 2 COAT - FORRMO CR'otr m-4w ! AITLI® commmY TO MASOMW TO #Zw !a twa P.T. YD ATrACKD TO RL CaL Aa FM APPAWT APPa10vLL A6 MALAW r NAGIM ROD a GARAGE DOOR JAMBS D1 SCALE: II/2'•I'-m' 2x BLOCKING BETWEEN TRUSSES, PER STRUCTURAL DETAIL6-1 STIFFDAGG AT ALL UPRhSWT PER STRUCTURAL DETAILS PRE-ENG U0 TRUSS CONT. 2x RAT RW SECURED PER—�j STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUE6 4,PER ELEVATION 51W GYP'SIJM BOARD OR I/2' HKaH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT-1--- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR L S' CMU a ..a ..a W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUPACTURES SPECFICATION6 REFERENCE STRUCTURAL ,Ix2 P.T. FURRING 6TRIP6 • 24' O.C. 1/2, GYP. WI.. BD. WOOD BASE FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R605.1.1 ON J' O.6D. SHEATHING OR I- CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' T141M 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0 ILI 0'-0' FIN. FLR B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL 1 SCALE, NA*.I'-QY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdeso*oup.com AA lJ: 000332E all 0 MM sUNDIV as w ABBOTT PARK LOT #9 BLK. #10 PROJlJCTt1► 081.000-09102 ko1D2JJId 4EBB "1828—CALI" GARAOX BWZNGt LEFT PAGJEt DETAILS 160 MPH EXP. C 0 v� A. ABOISINAM DAATAk- 11/25/19 •CALIF 1/4"=1'-0" 829ZZT D1 A-80LTO W EMBEDMENT MN EVENLY FROM FLOOR TO Ow■ass=Y�■�� Ii l \1 V Ili 37W a,ARAOE DOOR Bucx YV ro) IS )1'NY A-BOLTO 4' E•blDMEW MN IW 27O W SWIIA AND NIT WA4XD Y FROM FLOOR TO GARAW DOOR WM N JOINTS PRIOR TO FILLN& 1-2XS Pr BLOCK • CENTER OF ® DOOR HEADER lSKI) 745' J-BOLTO 4- @fElDM ENT WV 2'W-W WASHER AND NWT. W h10TES, 1 ALL BE N ACCORDANCE TO MANUFACTURER* NSTALLATk N 407RCTION6 WERE G" NOTRICTI" AM MOVE STWN0B4T GARAGE DOOR t BUCK ATTACHMENT 4GNi ur _ B' CHU VDRYWALL i'X4' OR I'X2' P.T. NAILER QT1W/ Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND I Y: INTO BLOCK a i(r' TAPCONS (MIN. SHANK SIZE .10 MIN. HEAD SIZE 300 MIN. EMBEDMENT 144' WITHIN 8' OF EACH END IS' O.C. MAX SPACING DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3/4 OR +5/4 A R + 4 OR +5 4 E, N.T.S. 2X4, m SECURE TO BLOCK W/ V&' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT i Y: ) WITHM B' OF EACH END 4 18. O.G. MAX SPACING. 2X6,m4 SECURE TO BLOCK W/2- • TAPCONS(MIN. 9SAW. SIZE .145 MIN. HEAD SIZ060 MM EMBEDMENT 1 Y4*) WITHIN 8' OF EACH END 4 S. OMU WS' Or- MAX SPACING. )l' DRYWALL 2XD,m a PX4' OR I*W P.T. NAILER SECURE TO BLOCK W/U-Ilk' CASING TAPGONS (MIN. SHANK SIZE 145 7�AOTAr_M MIN. HEAD SIZE 300 JAMS OR WINDOW MIN. EMBEDMENT I)'i) TO 2X PER WITHN 8' OF EACH END 4 MANUFACTURES DETAILS. I8' O.G. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUM 15 JAMS (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +1-1 y�l TO BLOCK +1-1/�" ZX4m SECURE TO BLOCK W/ Va. TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y: ) WITHIN S' OF EACH END 4 18' Orr. MAX SPACING. NOTE, STRUCTURAL 2X 2X6m MUST ISE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK WQ-W NON-STRUCTURAL Ills' TAPCONS TAPCON MIN. I-Y: (MINE SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y:) ' DRYWALL WITHIN 8' OF EACH END 4 16' O.C. MAX SPACING. •X4. OR 1'X2' P.T. NAILER 2x8,m SECURE TO BLOCK W/J-ilk' 7k• 0.8J5. X 4' MIN. TAPCONB (MIN. SWANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y:) ATTACH TO 2X PER WITHM 8' OF EACH END 4 MANUFACTURES DETAILS. G. 16' O.C. MAX SPACIN NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED X") DOOR JAMB TO BLOCK +1-1bb 1¢" WINDOW TO BLOCK +1-I5/ B SCALE, N.T . 2X4,m SECURE TO BLOCK W/ V*' TAPCONS (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN S' OF EACH END 4 NOTE, STRUCTURAL 2X 18' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL Ilk' TAPC0NS TAPCON MIN. I Y: (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y:) WITHIN S' OF EACH END 4 )S' DRYWALL 18' Orr' MAX BPACMG. Q I'X4' OR 00' P.T. NAILER 2X8m SECURE TO BLOCK WFJ-i(s' CASING TAPCONS MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MR EMBEDMENT I):? TTAC 4 TO 2X PER WITHIN 8' O' EACH END 4 MANUFACTURES DETAILS. IS'O.C. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +2 4" yA TO HACK +2 1 4" 2X44e SECURE TO BLOCK W/ W TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN S' OF EACH END 4 NOTE, STRUCTURAL iX W OG. MAX SPACING MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE NON-STRUCTURAL W BLOCK UV2•jk•TAPCON TACO MIN. 1-Y: (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MM, HEAD SIZE 300 • cm MIN EMBEDMENT 049 DRYWALL WITHIN S' OF EACH END 4 'X4' OR 170• P.T. NAILER IS' O.C. MAX SPACING. 2XEum SECURE TO BLOCK UY2-%* DOOR GA6RN6 (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y:) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS- O.G. MAX SPACING. MANUFACTURES DETAILS. Nef4 4uM w,®e m wsl.Wsmo xor axemb/ DOOR JAMB 70 BLOCK +s" Fl% NINON TO BLOCK +3' ' SCALE, N.T.S. 2X4m SECURE TO BLOCK W/ Il(s' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN 6' OF EACH END 4 NOTE, STRUCTURAL 2X IS' OrC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUCsH SECURE TO BLOCK W/2-Va' NON-STRUCTURAL V TAPCONS(MN. SHANK SIZE TAPCON MIN. I-Y: 10 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" MIN. EMBEDMENT I V-9 WITHN 8' OF EACH END 4 9' CM IS' O.C. MAX SPACING. li' DRYWALL 2X8,m ❑ 17(4' OR 1'10- P.T. NAILER SECURE TO BLOCK UlR-%' 2ND 2X SECURE TO TAPCONS(MK SHANK TRUCTURAL MEMBER Jo (2)12d WITHM 8' OF EACH MIN. HEAD SIZE 300ND ATT 4 6' TO S' OL. MAX MIN. EMBEDMENT I Yi)OOR CASING WITHIN W OF EACH ENOOR JAMB OR WINDOW B' O.C. MAX SPACING.ACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +3" SCALE. N.Tb. 2X4m SECURE TO BLOCK llkh' TAPCONS(MM. SHANK SIZE .145 MIN. HEAD SIZE 300 MIR EMBEDMENT 149 NOTE, STRUCTURAL 2X WITHIN S' OF EACH END 4 MUST DE ON OUTSIDE 4 IS' O.C. MAX SPACING. SECURED THROUGH 2X6,® NON-STRUCTURAL Ills• SECURE TO BLOCK LL11-114• TAPOON MR I -A* TAPCONB(MK SHANK SIZE EMBEDMENT INTO BLOCK. I45 MUM. HEAD SIZE 300 8, cm MIN. EMBEDMENT IYi) •DRYWALL WITHIN 8' OF EACH END 4 WO.G. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2x4H4m SECURE TO BLOCK UNI-1/4' )6' OAS. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASINO. MR HEAD SIZE 900 MR EMBEDMENT I Y:) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. ra,M 4N/ w,moe w nur�.trs,oe usr sr®A•� DOOR JAMB TO BLACK +3-7/18" @1RNLKIMT . BLACK +3-7/1B" BGAL , N.TO 2X4m SECURE TO BLOCK UO4 TAPCONS (MIN. SHANK SIZE .WS MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IS' O MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK UYI-I/4' NON-STRUCTURAL W6' TAPGONS TAPCON MR I Y: (MIN. SHANK SIZE 143 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CMU WITHIN S' OF EACH END 4 )S' DRYWALL IS' Or- MAX SPACING. VX4' OR 1"' P.T. NAILER 2X8cm SECURE TO BLOCK WA -CASING' ' P.T. X 4' MIN. TAPCONS CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 30O MIN. EMBEDMENT IV) DOOR JAMB OWINDOW R WITHIN 8' OF EACH END 4 TTAC 4 TO 2X PER IB' O.G. MAX SPACING. MANUFACTURER DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y: ) DOOR JAMB TO BLOCK +3 3/4" H e + 334 ' •1 N. RONALD REAOAN BLVD. LONOWOOD, FL 327150 PH: 407-7746078 FAX: 407-774-4078 www.abdes4Mgroup.com AAS:0003325 O O a r moDi`/. a LrOT% ABBOTT PARK LOT #9 BLK. # 10 P1 OSWT - 09102 LM:OD382A 4EBB "1828—CALM" 0A1RAGM BWZNO: LEFT PACM- DETAILS 160 MPH EXP. C Dw11/25/19 scwitc: 1/4"=1'-0" 1!!11111w 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 FL17234.2 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 12131/2020 FL 6223.3 FL17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2027 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL18644.2 MIWINDOWS&DOORS FIXEDGLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FLIS332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 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 FL5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 30477.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 FL7006.4 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 UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W. FLORIDABUILDING.ORG CONTROL DATE:10/11/2019 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-774407E FAX:407.774-4078 www.abdeoWnfroup.com L AA M: 000332E W 0 m a '-summ & Lo ABBOTT PARK LOT #9 BLK. #10 P1OJWTp 04181.000-09102 moDulu 4EBB "1828-CALI" oARAQU EWDM: LEFT PAOJC: PRODUCT APPROVAL LISTING %160 MPH EXP. C D � 11/25/1l saAIM 1/4'=1'-0" simccT D3 PRMMOR'ED CONTISOL JOINT PLAMI6E OP CONTROL JOINTS Td RS UXR= TIED TO LATH . S' OA MAX NOMA Him. DO NOT PASTLN CONTROL JOINT TO WALL EVEN F STUD EXISTS ]M]LYLOEyND EXCEPT STAPLES WV el<QSAMAY CO CONTROL JJOO OM TEMP. OU M INSTALLATION -� PAATDNM TO SE SPACID­T W 1' OC, MINX VERTICALLY // / i \ rLA8TCR1 COAT CEMENT WRD LAYER 7. FORTFIOER oWLDN6 PAPER APPROVED METAL LATH FASTENED 01' (VERT) Or- MAX AT OLIPPPORRTS WID LAYER'L STUCCO WRAP UVOD 6HEATNIK3 Alt- p NZ WOMIEW LA1FI W1.1ALL NO eE COMrtna)ous POINTS H JOINTS oUT RS STOFP® TIED AT EACH NDE. � 2X4 MOCKING; PER AeRT CIIN6) 1JolA PLACED FLAT MAX. 6' TO S' \ RSOM CONTROL.~ MEN CONTROL JOINT FALLS ON \ L ANEIEIM FPOR LATH To of NAILS O\R i eTRJI:fU4AL 6110 STAPLES IN t:O1RLAMICE IW AS1M CEOis r J. SEIE TES TO RS ONO. IW 00416. ORE I V LOCKIft eN01W MAY RS IN ADDR \ TO WALL STUDS RIMMED PER PLAN ono OLFOLD4SIA1o1. PT.♦ OLf. AD NIMR). PT. A L CiIAN. PT. Ills I gl♦AN . M. C . . . . . . . . . . !Haft■ pOR/-1 MEP War■. OVWItLAP.a- WNIINo W. INILOY 461447140114 MINOWSCALLY FASIINI W = MAX OL FOLD FROM 0 PT. A 7. COMA= • Pr. ■ O R" w O L— MAID . PL A 1CNLA4W. lat. W a CIRAN . R. C A. POW Pr. C OVII PT. 410TTOM PLAMNI AIR 0 .DTmMI R'WRS Drill Tkm tm Co. r TTICK, 3 COAT CEMENT PLASTER 0411"A Ur 4 COAT CININ6 PLASTM (ow Wll LAYER'1, 61ucc0 WIFMMIMIN DN.Y) NQffs APPROVED OUILDM WRAP SHALL RS LAPPED A MNRA M Cis 6' • VERTICAL LAPS, (ROLL E406) N 6' W HORIZONTAL LAPS, ALL SEAMS NEED TO RS yTAFM4E,_, WITH FORTOER SFEATNRrMaaLAP"METI LATH VERTICAL LAP TO of 1' IT METAL LATH IWM LAYER l STUCCO WRAP \EMWLPOO PAF95R RISER/ / I 2 SCALE,"R __ LAP ® KICKOUT DETAIL ADWYA I 1 O1I N. WIaR '-CW'LAAW'M'M 1, , I AL) \ WAUX TWIT S■AL (WINO OR Onset Ma ParAW loKlpr°I'ePlla�eP. NIINI■GTIOII mgm BIDE LAPS OP METAL RATER oAsle 614A11 of SECURED TO P11111ATN6 MENDERS THEY SMALL N TWO WTWM N SUPPORTS WTN 00416.6L (17I-MA) WINE AT NTERVALS NOT MOM THAN V (22%-M A AS PER A61M C1061 1AL FOR REPAR OF TEARS N SIRS LAYERS, TRAM MAY RS PATCHED IIVNOUSE ~ TAPE PER M~ SPEC. OR PIM 4 STICK WOOD 6FEATI oWLOI PAPS■ 6TUCG "TWF&D COAT CEMENT METAL LATH WAS LAYER -W. FM_ oER OULPIM PAPER WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME WILY) 4' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRS 4 TAPE OVER I.TA(>PAildl 1 AP_SMI ? 5'X5' 'L' TYPE CONTINUOUS z GALv. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) �+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 42t4' SELF-ADWERN6 MEMBR NE L FLASNNS (COPATOLE WWRAP NOIIlE�7� �. MATERIAL) OVER \ I' OR LESS PIPE PENETRATION � INSTALL FASTENERS (CLIP8. STRAPS. STAPLES) AS — NEW .1 TO SF.cm Pre/ 4E4e TO ROAMN6 N.T.S. UM 6-o A�44AP UM LATE! V. PORTFIOER IULDNS PAPER . METAL LATH &%*' SW-ADHERNS 1'EMORAE RASNINS OVER AN' 6OJ-ADNER616 ME'ORYE PLASHNS OVER APPROVED 4SL4' 6ELF-ADFEION6 NEI'ORAR FLA61" OVER APPROVED W COAT. DEAD OP SEALANT INSTALL APPROVED HOUSE~ AIR NPILTRATION DARIWR OVER N#ATHNfA ELASTOMRRC COATINS OVER STUCCO/ C.V. FNISN (SEE TYP WALL SECTION( SECTION PER SECTION mN l Ehedcmenl pl.M. recall wdY with applkaWn repureanb GASTM C 926-12A Inrtalletlon of extetlo Wag end hmirV .hell comp with ASTM C 106119A ■I 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 R103.1.1 / 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 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abd4Ngngroup.eom AA N: 0003325 1 a' 8 y 0 0 cl IP Iumxv. a WETS BBOTT PARK LOT #9 BLK. #10 ROJWT 04181.006 09102 movX&A 4EBB "1828-CAIJ" CA1tAGZ OWD0 : LEFT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C W PAXA D A D TM 11/25/19 SCAM 1/4*-1'-0" sIEEW k. WA BACKER ROD BACKER ROD WRS LAYER 9, ATW-r-n HI RAP INSTALL 6' SELF-ADWERNG MEMBRANE PLASHING OVER TOP, SIDE(8) AND BOTTOM F1ANGE6 OF NON -MOVABLE FRAME OF TWE EXNAWT. SE92iEWE OF FLASHING TO BE, 1. BOTTOM_ 2. SIDES, 3. TOP VENT CAP IS TO me SET N BED OF SEALANT AT TOP AND 610E8 ONLY. SEALANT 16 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROWD VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ONLALL BIpES,41 CAULKNG * JOINT PER SAECCTIIOONNDRM.7 ExW r 4Vrw Old rw Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-.12A. Installation of exterior lathing and framing shell canply with ASTM C 1063-12A. HOODED VENT i' THICK 3 GOAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SWEATWM DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-841-09, MIN. 2B LBS. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT e TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASW' PIPE THROUGH / WALL 1 6' SELF ADHESIVE— FLA6HING (INSTALL PER MANIF. SPECS) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -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 WRB LAYER 'I, STUCCO WRAP WOOD SHEATHING APPROVED WOUSEWRAP BELOW CUT SUCH TWA NO MEMBRAN! ENTER& BOX, APPLY TO PA, EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND NTERSECTIC STEP #1 STEP 03 04EAT14NG LAYER -2, FORTIFISER BUILDING PAPER METAL LATH COrffiTRDCTION z6nmo FASTEN TO WOOD 6TIOICT{RAL FlMBER • Y MM MAX v CHU ; ¢ate ADNE6IVE FLASHING, CLEAN MA60NRY BEFORE APPLYING ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WFS LAYER 1, STUCCO WRAP CUT 'X' INTO SELF-ADWERNG MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER STEP #2 WRB LAYER M, STUCCO WRAP APPLY 60 IN BEERING GRADE PELT FELT MEMBRANE FLABHtNG ® OVER SELF-AD44ERNG FLASHING OVER APROVED HOUSEWRAP WRB LAYER 12, FORTIFISER BUILDING PAPER STEP 04 ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYPICAL WALL SECTION) 1TAL LATW STEP S STEP 1% OELECTRICAL RECEPTACLE 1441 N. RONALD REAJBLVD.LONGWOOD, FL 3PH: 407-774-6FAX:407-774-4www.abdeslWkgroAA ff: 00033 fm _ b O 0 I fill /A 0 X ounDiv. at LOT, ABBOTT PARK LOT #9 BLK #10 PROJECT# 04181.000-09102 MID 4EBB "1828-CALI" OARAOE d11►ME. LEFT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C PwNT DATE, 11/25/1W sCALM 1/4"-1'-O" s WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING L 2 1/2' L x—x—x—x CORNER BEAD (FASTENER 4 SPACING 0 1' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 R�CORNER BEAD 0 BLOCK 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PN:407-7744078 FAX: 407-774.4078 www.ebdes000up.wm AA 0: 0003325 p ONJ: b SV>QDIV. lk LOTs ABBOTT PARK LOT #9 BLK. #10 r>41aacsr 02 MODRIA 4EBB "1828—CALM" OARAGM DIF04Ck LEFT PAOM: WALL ASSEMBLY DETAILS 160 MPH EXP. J LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING Wom 00NOTpoicTION I \ — VIOM SMATWM6 WAVER � eISTIVE BARREN USAT149t OEM" 8APVtM�i blom PLAGHW4 6 1 YEARIEMOTIVE STARTER STRIP \ `� �� DER iWASTWE an O'GELF-ADWRItM GALVID PETAL - GAL PETAL 7' PLASMMD •r rLAeFlrn t Y• v a• aM■ et�n 000 TRIM H&HE R r a`eem° / Iu STRIM mmimm i a• AL RM S "u KM5 `1\ / OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-1744078 www.ebdes1g718roup.eom AA S: 0003325 all No ABBOTT PARK I oumlv. a Vc LOT #9 BLK. #10 rnon CTdo 04181,000-09102 MODEIs 4EBB "1828—CALI" OAVAOa 8VIING : LEFT PAOM WALL ASSEMBLY DETAILS %160 MPH EXP. C r nRCHrr>=cr= STATE OF Fl o11�A ruarr DATM 11/25/19 *CAM 1/4"=1'-0" wilmm WA4 00 2x6 SUB-BANb W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1� I� \ '1/8' TEXTURED FINISH * WOOD I `\ 1/2' TEXTURED \ FINISH ® CMU / METAL FASCIA \\ WRAP Ys' FROM ` STUCCO, 1' FROM �\ WOOD WALL \ EXTERIOR WALL ` (FRAME OR CMU) `\ lro' TEXTURED FINISH • WOOD. 1/2' TEXTURED FINICH • CMU x METAL LATH x x x x x x x x METAL FASCW WRAP WOOD SHEATHING x x x x x x OR CHU Y. UM LATER 9, x x x x x x STUCCO WRAP(PRAME oNLY) x x x x x x x x x x x x WRS LAYER 4, FORTIREIER x x x x x x x x x x x x x '� SUILDMG PAPER FRAME OR CMU, (FRAre ONLY) x x x x x x x x x x x x x 2X6 SUS SAND77 ROM CEMENT X x X x x x x X x x X J x x x x x x x x x x '. FELT PAPER MP EDGE x x x x x x x x x x ,. DRIP EDGE METAL K1at our x x x x x x x x Z. x x x x x ( REFERENCE POINT ©FLAN S ONLY. FOR WALL OFF x SET OF COMPONENTS) �\ NOTE: NOTCH FOR 2Xro `\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ \\ FOR CLARITY ` ROOF: DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) ' '9/8' TEXTURED FINISH /WOOD, 1/2' TEXTURED FINISH a CMU 2x6 SUB -BAND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL gf=LAN A PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-m' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/%*x4' NOTCH s END 'AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x '..- SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK— OUT AL FLASHING, WRAPPED Y4' ABOVE BOTTOM OF P EDGE d.IB-BAND x4' NOTCH ', WRAPPED IN L 4 STICK �F CEMENT is EDGE vrn I TE D FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -SAND W/V/t'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesWWotip.eom AA A: 0003325 V c $ ISa g s I I �VSDIV. 4ic L0 a ABBOTT PARK LOT #9 BLK. #10 P"OJzcT* 04181.000-09102 MODZI s 4EBB "1828—CALI" GA> t"Z BWXKGt LEFT PACE: WALL ASSEMBLY DETAILS: SUB —BAND %160 MPH EXP. C 1 AOLMD A ABOUCHAM AR NO SOM J D � 11/25/19 SCAM 1//4-=1'-0' 8NIEW YY A6 I✓ 39'$" 28'-8" 16-10" 9'-0' W4r 'd" 3'-W 36'-2" T P OF :Q SLAB " 1 FM-12X12 +1 FM-12X18 1 SLAB :F-24X24 `` LL ` I Og 1 1,-0„�.3 1n +++ FM-12X18 +++�+ EXTEND 4" PVC 1 SLAB 1 1/2" Li I 1+CHASE I + + . 1 TOP OF I + 1 A SLAB \+ t� + 7 15'-8" I `tl 1 • +-51n I i . IT-W 2'-8"4" 1 1 I 3'- 5 io 16 EXTEND-1 2 SLAB 11/7 1.1 -- FM-12X18 )^ri 4"CON[ .-1N I9 W SLAB 1 171nI 3'd' ILL INo. V31n I LL _-�� b m 11 MC-12X18 FM-12X18 a FMC•12X18 L FM-12X18 �' J 4 4 2'-w 16'-0" 2'-8" 4'd" X-10" 10'-2- 21'4" 14'-0- 39'-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 -40. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION --9-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE I/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING, 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11. [INDICATED #5 BAR, BNDICATES #6 BAR, INDICATES 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", #5 =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.530-13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT(3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER J 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, 61h EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW" OVER GENERAL 3 10 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK I WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. LONG TE-1 8" SEE PLAN 10" - FW12X12 12" CONTINUOUS 12, - (2)#Ss + -p FM-1208 12, CONTINUOUS 18" FM-16z18 18" CONTINUOUS 18, FMC-1208 12, CONTINUOUS 18' - s #5 1N CURB VAaIES - z 24" -pw 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdssko"up.com L AA#:0003325 O a aV>s m a LOT: ABBOTT PARK LOT #9 BLK. #10 [FROJ=T - 09102 MODEzs 4EBB "1826-CALI" GARAGN EWDM: LEFT PAGM FOUNDATION PLAN %160 MPH EXP. C 30" MIN. EACH WAY MONOLITHIC FOOTING aa,rr � oP • Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED ,• — CELL SEE PLAN FOR SIZECELL AND � � SEE PLAN FOR SIZE AND . . ! d SPACING REQUIREMENTS O RUIRN SPACING REQUIREMENTS v GARAGE DOOR RECESS • FM =j N ¢ d= 70 Z 6' CMU WALL O 8" CMU WALL . CORNER BARS, SAME SIZE AS BAR I O - Z io - IN FOUNDATION WITH LEG EACH 30" w = N o . {p TOP OF SLAB "�'' t- 0'4'I' TOP OF SLAB .a !.� WAY AT ALL CHANGES IN DIRECTIONS ... • SO THAT THE STEEL REINF. IS CONTINUOUS N 'y = I .�I, MATCH AMOUNT OF CONTINUOUS BARS ?Ic- CURB FOR ° EXT. PORCH SLAB WI 1/2' ISOLATION SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4' CHAMFER (iSTOR1� 18' •, EX7. PORCH SLAB - I � - EE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER (1STORY) ILA .ICI '"a. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE '' (x MASONRY UNITS SET �;p. AT ELEV: 0'-0" f. 6" CHAMFER (2-STORY)n#7 W/ 112" ISOLATION JOINT (WHERE e� APPLICABLE Z 24' SEE SCHEDULE 3p JOINT (WHERE 6' CHAMFER (2-STORY) ; •T6 4 EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE 38 APPLICABLE) Z FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST 2v AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LIND 4r EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 2 @ GARAGE SQALE:3<"=''°' 3 CORNER BARS DETAIL DOOR OPENING SCALE: 314'=1'-0' SCALE: 3f4"-l'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON VERIFY HEIGHT HT NAILS, 2-ROWS, 4" O/C BTM. HEIGHT VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. EIGHT LAP TO OCCUR OVER STUD OF WALL Of WALL LAP TO OCCUR OVER STUDW/ PLAN 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WW I WALL W/ SYP WALL W/ SYP No 2 STUDS SEE 2' CAPPED O S NEW REINF. BAR No 2 STUSECURE BT. PLATE TO SLAB W/ DS SEE PLANS FOR PLANS FOR SPACING. SINGLE GALVANIZED PIPE 0_ SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 0" WEDGE ANCHOR WIT i/2"z BTM. PLATE TO BE PT. W/FLANGE BASE g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 8", UNO Q PLATE EPDXY 5-1/2" EMBED. MIN. @ 18" OC SLAB W110d MASONRY 4 FOLLOW ALL MANF. = USP SPTH4 OR SPTHB BTM MAX. NAIL 16' O/C STAGGERED. SPECIFICATIONS FOR N � USE AND AND TOP PLATE ANCHORS W/ ADDITIONAL METAL CONNECTORS NOT SECURE FLANGE TO = f- PREPARATION OF 1 L x 1 1l2' COMMON NAILS HOLES, DO NOT USE REQUIRED WHEN NO SLAB W/(4)1/4- X 2 114" Z HOLE. W UPLIFT IS PRESENT. TAPCONS w 10d zz 3LL W SEE SLAB SCHEDULE w SEE SLAB SCHEDULE TOP OF SLAB 7_� . • . . ; TOP OF SLAB .' 4' CHAMFER (1STORY)� •\a— 4 . 6' CHAMFER (2-STORY)•. . •��° . 4 :N�a . - ;. ' EQ. EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY SCALE: 3/4"=1'-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 8 6 % SCALE:34"=1'-0 (NO UPLIFT) SCALE:314"=1'-0 scALE:3a"=r-o (W/ UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING Z i WALL W/ SYP 2 STUDS SEE PLANS FOR SPACING. SINGLE SECURE 8T. PLATE TO d p BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL K Q w m 16" O/C STAGGERED. ADDITIONALMETAL U �+ CONNECTORS NOT H REQUIRED WHEN NO � 8' CMU WALL UPLIFT IS PRESENT. Z -T POURED LINTEL CONT. (TYP.) :, ;�p•. 8" CMU FILLED CELL (TYP.) TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING • SEE SLAB SCHEDULE 1/2" DIA. USP 726OSD BOLTS 5 Z 2 - ♦ MINIMUM EMBEDMENT INTO TOP OF SLAB'4• 'ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° • CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX '-� • POURED MONOLITHICALLYWITH ° .� _ - FOUNDATION AND SLAB 4 SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION i 9 BCALE: 3/4'=l'-°' (NO UPLIFT) �O SCALE:34'=1'-0" jl SCALE: 1441 N. RONALD REAOMI BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 wwwabdesowoup.com L AA M: 0003325 V O SunDiv. asW*A ABBOTT PARK LOT #9 BLK" #10 PROJWTIP 04181-000-09102 moDulu 4EBB "1828-CALI" GARAGX SWUM: LEFT PAGE DETAILS 160 MPH EXP. C 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH;407.774.6078 FAX: 407-774-4078 www.abdes4pgroup.eom L AA N: 0003325 J 6 O 4r Sumty. a L02% ABBOTT PARK LOT #9 BLK. #10 PRoamTN 04181.000-09102 MODMIA 4EBB "1826-CALF" GAMAGN DWINOt LEFT PAC V.. DOWEL PLAN 160 MPH EXP. C DOWEL PLAN SCALE: 1/4" = P-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W710'HOOK -GROUTED BOND BEAM p CLEAN OUT REWIRED FOR INSPECTION m TIE'VERTICAL REBAR a • TO HORIZONTAL REBAR W! 10' HOOK BAR SIZE 148 BAR DIA Zuj #3 18" >O #4 24" U #5 30 #6 36 HORIZONTAUVERTICAL #T 47 REINFORCING � SCALE: 3/4'=1'-0' EXT. PORCH SLAB W1112" ISOLATION JOINT (WHERE APPLICABLE) 6' PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED 0 CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS W O O U) Z 8" CMU WALL TOP OF SLAB T 4 TOP OF SLAB T SEE SLAB SCHEDULE Z w .4 4 BAR SIZE 48 BAR DIA. 4' CHAMFER (1STORY) #3 1 8' 6' CHAMFER (2-STORY) #4 24" .4 a . Z ATCH STEEL #5 30' REINFORCEMENT Zv PER SCHEDULE 38' 8' PVC CHASE THRU FOOTING #7 #6 4? MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 #5 BARS F .' 8' .' CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX:407.774.4078 www.ebdesVq'. P... AA M: 0003325 4 N kBB e# r�oas T PARK T #9 . #10 0-091EBB -CALL" a�►DM. EFT PADS: DETAILS 160 MPH EXP. C DATM !1/25/19 SCAM 1/4"=1'-0" slut" s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP 16 W/ (9) 10d x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 12• Hi NAILS, WOOD TO WOOD: USP RT16A OR Li W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON U4TEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7, LINTELS SHALL HAVE 4• NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16"O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RZZBM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S -TOP OF SLAB ABBREVIATIONS E.E. - EACH END, O/C - ON CENTER F.E.S. = FROM EACH SUPPORT, TO. = THROUGHOUT MARK DESCRIPTION (rc psi)BTMj VS/ISM REINFORCEMENT STIRRUPS REMARKS TOP MID SIZE SPACING BB1 MASONRY 3000 Bx8 (1)#6 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED UdUNTELS SAFELATERAL 8" PRECAST & PRESTRESSED LOADSFOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS `IMa�MeM SAFE LOAD -POUNDS PER LINEAR FOOT SAFP LOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH Ono 4F1/46E-1 rMN''.. IPMI4o Rue TYPE LENGTH RCMD TYPE LENGTH 4I44T s i Si rna emm row Si emu Si rau 1m►1T rim 4IOi1T rue BM MNe rune rlste sFfl•n! rsns 4nau 3'r l NIIECABT 2i3/ a0m WIN mm mm mm Mm7 3'd (42') PRECAM 102a 1021 1aal Y4Y (a'9 PRECAST 1110 MISS MIm 4p ew MM TM alm 4w $113 In ! 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M M M M M M S*-0, t 9 NA W b a4d (all9 PR661RE11Ep Is M Is w m 701 ww em w m w w tw os (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR -ALLVALUEE TAKEN FROM %M LOAD TAS(ES• BY GBTCREM NAY l010 MnM • PRECAST PRODUCTS BY OTHERS70 MEETOR EWM VALUES STATEDASOYE -ALL PRECAST PRODUCTS ARS TO SE ffWALLID PIRASWUFACTURES OMFICATIONS-PRMMllaaMCOFSEAPJMPANTL$ MSIDEOFWMMOPBM PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P, CORPORATIONCASTECRETE DIVISION ACCEPTANCE #: 16-0126.03 L—M--M----------P------MIN-------4 V--M---M---A­­ — III LIFT BEAM PLAN SCALE: 114" = 1'-0" 1441 N. RONALD REAOANLVD. B LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407.7744078 www.abd4miSngroupAom AA a: 0003325 aa� Nil gumly as 111i ABBOTT PARK LOT #9 BLK" #10 PR JWT — 02 MODIMA 4EBB "1828—CALI" owluas s�,rlEEaT LEFT PAOI: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C #6 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0' IT IS THIS ENGINEERS INTENT THAT XFXX - 1 T11 WOB INDICATES A DOUBLE BOND BEAM AND XFXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM WINDOW PRE -CAST +a31/4" H WINDOW SILL = SLOPE PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #6 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #6 BAR IN EACH COURSE. S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM 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 TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. F = FILLED W/ GROUT U = UNFILLED OMINAL (�# OF #5'S, IN 2ND BOND IIDTH BEAM COURSE 16-1 T/1 M/ B NOMINAL �� HEIGHT # OF #5'S, TOP BOND BEAM COURSE # OF #5'S, BOTTOM PLACED IN LINTEL TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 scALE:1 yr=r-o• TYP.8^X8" �01 BOND BEAM TYP. 8'XIW BOND BEAM 8x16 DBL. BOND TOP OF BEAM W/(1)#6 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM -19 W/ (1) #5 BAR .�: BONO BEAM GROUT SOLID FROM P LINTEL TO TOP OF BOND OF OPENING BEAM } 8x8 PRE-CASTCONCRETE LINTEL W/ (1) #6 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-7 BEAM DESIGNATION 8x8OR '1 LINTEL, PRE -CAST CONCRETE SCALE: 3/4"=1'-0' LINTEL, W/0 STEEL (L1) REFER TO PLAN FOR LOCATIONS Tn . PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3116 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 2X8 (MIN 2 X 3) 2-3/18 TAPCON OR DRIVE PIN (MIN SHANK SIZE.146 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 1-114" MIN. 2-12d PER BILK EA END EMBEDMENT OSB SHEATHING WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3l4'=1'-0' L SINGLE #5 CORNER BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PRO RATOEACH SIDE #5 BAR STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abd"Wigroup.com AA 8: 0003325 aai $all L�L C NJ; aysnty r t�oa� ABBOTT PARK LOT #9 BLK- #10 P1tOJ!!CT 04 -0 102 HODzu 4EBB "1828—CALL" GARAGM swtNO: LEFT PAGE: DETAILS 160 MPH EXP. C Dw1� 11/25/19 sRffiSP S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 Irr HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 WI 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METALCONNECTORS ARE TO MATCH CONNECTOR FINISH, 5, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS, 6, BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8836, .177" ° x 2 7/8" LONG, WITH WASHER (M16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER/ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3, TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7744078 FAX:407-774-4078 www.abdes*gmup.com L AA 0:0003325 III 8i c p N a 6 O Qa Y N aLJSDIV. 88 L07Z ABBOTT PARK LOT #9 BLK #10 ROJWT - 09102 moaau 4EBB "1828-CALI" oARAOR SMNO: LEFT PAO& FRAMING 180 MPH EXP. C ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE WMI 024 OIC, 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 HTWM20 W/1010d TO 8-(2) USP HTA16 TRUSS ANCHOR WITH (9) "ROOF/WALL/FLOOR WITH (9) 10d x 1 1/r NAILS TO NOTE: A PT SYP #2 r x 4", TRUSS AND (4) 114" x 2 114" 10d x 1 1/2" TO TRUSS EA STRAP. FL#17680 SHEATHING TRUSS EA. PROVIDE I MINIMUM 6% 8" x 4'-0' MAY BE ADDED TAPCONS TO CONT OSL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE' CONCRETE EMBEDMENT. DBL W/ 10d NAILS, 2 ROWS, r 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 r 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 W/ 10d NAILS, 2 ROWS, T HEAVY UPLIFT CONNECTOR BLOCK WALL W/1010d TO O/C TO FACILITATE ONE FL#17680 TRUSS AND (4) 1/4' x 21W ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS (A) USP LUGT2 W/ (5)114W POWERS TAPCONS TO CONT CONTINUOUS BOND BEAM 1 z2, 2x WOOD FASCIA SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WEDGE BOLT) (16) NAILS TO POURED LINTEL 2x SECURED W/ (3)16d 240 (NO. TRUSS (2PLV) #FL17240 (NOT SHOWN) (B) USP RFUS STEEL CONNECTOR WITH (4) GALV. COMMON NAILS. ENGINEERED WOOD 3/4"x8' WEDGE BOLTS AND tx2 SECURED W/ tOd TRUSSES 24' O/C, tx2, 2x WOOD FASCIA (12) WS3 SCREWS FL#8223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 1r 0/C FOR REVIEW 2x SECURED W/ (3)16d AND APPROVAL GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SECURED WI tOd MASONRYBOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS gEE SCHEDULE SOLID, 8' EACH WAY OF BOLTS MASONRY BOND BEAM 12"OC SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLV) A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) 8 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) r APART REPAIR OF MULTIPLE TYPICAL TRUSS/ MIOSP EMBEDDED TRUSS ANCHOR 1a 1b TYPICAL ROOF GIRDER CONNECTOR(S) SCALE 3/4""'" 2a 2b SCALE: 3W=V- 1'-6'LACED SCALE: 31 GIRDER CONNECTORS) (2) 2X4 No.2 SYP DIAL. 20 BLOCKING BETWEEN 3/4' T ) G SUBFLOOR GLUED AND BRACE W/ (3) 12d 0 EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'.0- O.C. (AT SHEATHING LSTA12 20 GAUGE SEAMS) W/ 10dx1/2 HOG NAILS 0'-0- TO 30'-0- (1) W BRACE iL 0 EACH END. TOTAL OF 10 30'-1" TO 60'-0 (3) W BRACE SECURE PLATE PER ELEVATION (1) "X" BRACE 0 CENTER TO BLK W/ 12' DIA. 11/2x8 ' D FLOOR (2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W1 GIRDER 6'-0" MAX (W11 X4) FROM CENTER TO END, WASHER SET IN HIGH OR 10'-0" MAX (WI� 2x WOOD FASCIA, STRENGTH EPDXY 6" 71` SEE ARCHITECTURAL MIN. EMBED. AT 32`OC MAX. PER EL VATX) 1z4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE T02z8 PRE EN FLOOR TRUSS BTM. CHORD STIFFBACK (AS PER O.C. MAX E W/ 12db 8" "'I. GYPSUM BOARD OR IIIHIGH BRACING, SEE PLAN FOR LOCATION TRUSS ENG) _---CONT. 2X4 SECUREDW/ STRENGTH OLD. BOARD U MAY NOT BE (2) 10d'a 0 EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) N 0J, REQUIRED TO BE INSTALLED 0 16d TOENAILS 10'•0" O.C. MAX DOUBLE TOP PLATE HTT76 W/ 6/8" A.B. WITH BTM. CHORD OF MIN. 7" EMBEDMENT WOOD ROOF TRUSSES TO SLAB) (20)18tl x - SEE SCHEDULE FOR 2x4 OR 2z6 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 . °. 1/2' GYP. WL. BD. J - ' • 1x4 BTM. CHORD BRACING V-V O/Cx4 END WALL OR OTHER • <' •< • MAX., OR 2 BTM. CHORD BRACING END TYPE CONDITION, IF °# #. ' i' ... °. 10'-0' O/C MAXSECURED W/ (2) tOd COMMON NAILS AT EACH CHORD DEPICTED SEE PLAN WALL W/ GABLE END INTERSECTION TYP. &�PRE-ENG'D BTM. CHORD BRACING TRUSS SCALE: 311 GIRDERNVOOD POST CONNECTIONS V " • 5 . a.,•. ,•. SCALE: 3/4"=1'-0" FLOOR TRUSS CONNECTION @ L.B.W. SCALE: 3f4'=1'-0" (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH IWO 0 OLE EDGE>5W USED SO LONG AS THEY CONFORM TO THE OLE DIAMETER FOLLOWING < 2/5'D SGL. STUD OUTER 113 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES OLE EDGE>51W AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WINO AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL017236) OR LUGT2 (FL#17240). ROOF TRUSSESARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Ft AND F2 FORCES. BTM. OLE DIAMETER PLATE < 3/5'D DBL. STUD STUD NOTCHING BORING LIMITS 8 SCALE: 1 yr=i'-a• &tlon�AND 10 scALE:3a=r-a' .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 W11 wAbdoeWtgroup.com AA #: 0003325 , all N sys0sv. a LOT11 ABBOTT PARK LOT #9 BLK. #10 PllOJl7CT 4 -09102 MODSMA 4EBB "1828-CALM" GAR -Asa sWINCk LEFT PAOL': DETAILS 160 MPH EXP. C Dw11/25/19 SCALE: 1/4"=1'-0" sISEET S3.1A (2) 2X4 No.2 SYP DIAG. - BRACE WI (3) 12d ® EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0' TO 30'-0' (1) W BRACE 30'-l' TO 60'-0 (3) "X' BRACE (1) "X" BRACE 0 CENTER (2) W' BRACE DIVIDED EQUALLY FROM CENTER TO END. PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENTAT 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL wivn��nv rcn TRU33 MFG. 2x SECURED WI (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, tx2 SECURED WI 10E SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN 12" O/C AND APPROVAL 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 2 VALLEY TRUSS CONNECTION SCALE: N.T.S. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTNL CHORD BRACING, SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 20 PT. PLATE TO BLK W/ TRUSS PLAN W/ 112" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 8" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10ds @ EACH TRUSS TO BE INSTALLED 0 10'-0" O,C. MAX. GABLE END BRACING W/ PRE-ENG ��GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'•0" R 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 fAX: 407-7T4d078 www.abdeaWngroup.com AA 0: 0003325 all y W A a fill I I I aumiv. ae LOT: ABBOTT PARK LOT #9 BLK" #10 PR J=T — 09102 M[ODE2s 4EBB "1828-CALL" GARLAGM BWnM: LEFT PAOL': DETAILS 160 MPH EXP. C 9 DATO 11/2B/19 sCAIM 1/4"=1'-0" wiucvr S3.1B • q oAB1A-Pro HPROOF 1N ' ROOF WIND DESIGN PRESSURES wffV0 7-1 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) 'A'= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:-C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT a-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 711V O.S.B. OR 1/2' 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 @ 4" O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIW OIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 21/2" 0.120' 170.000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 1/2" 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 ECrERIOR SWATH&* USE 1/2' COX OR 7116' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4- O.C. AT PANEL SIDES AND 8d RING SHANK GUN HAILS 4' O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF, SPECS.) SEE DETAIL. BE! RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES . . . . . . . . . . . TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. �\ R RAFTER OTRUSS RAFT R OR TR --__n' '1 ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END HMbM1G Bd RING SHANK GUN NAILS 42 S'O.C. INFIELD.` ' TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE CBd RING SHANK GUN NAILS a 12.O.C. IN FIELD or 8d x 2 1/2' SCREW SHANK PNEUMATIC SCREW-NAILSR 170.0-1�! FIELD J\ TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHTECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES. DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, Bth EDITION AG 318-14. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FORTHE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL. AMC) SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT 13 THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOAM ROOF: LIVE LOAD FLOOR LIVE LOAD 40 psi 20 psf TOP CHORD Hlor co-nt 10 pst BTM CHORD Hlonco cUnn4nt DEAD LOAD DEAD LOAD 15 pst TOP CHORD 20 pAf TOP CHORD (7 pst w/ ASPHALT SHINGLES) (10 psf V# NO GYPCRETE) 10 Pef BTM CHORD 5 pst BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpsf BALCONY LIVE LOAD 60 paf STAIRS LIVE LOAD 40 pal WIND: DEAD LOAD SPEED .160 MPH 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10ps1, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50pM, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40paf, SLEEPING ROOMS: 30pef, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP ORAW WGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP CRAWINGS IN THE FORA OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF $000 Pef, FOOTING ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C31 MAXIMUM AGGREGATE SIZE SHALL BEYr.. PROVIDE 6%AIR ENTRAINED CONCRETE EEPOSEDTO EARTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPR ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 310. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FD -1100 PSI AND MODULUS OF NE VAPOR PROVIDE 84N1 CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRMEI#DBRPLL SABSONGftIXAD WB�IMIGT®ON ELASTICITY=1,400,000 PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED S INCHES AND TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODILMI FORTY -WORK: CORROBORATE TETRAHEDRAL (DOT). HOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FORANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLLANS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE, NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AG 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORWV/ORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS' MINIMUM NAILING PER PBCR 2017, 6tn EDITION. SEE NAILING SCHEDULE ON PLANS, WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUICTURAL.DEPENDING PROVIDE SOLID BLOCKING UDDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTFERS. SYP #2. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A186, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL- DETAILS. MINIMU./ LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0. OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM AS15 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM AS15 GRADE BO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AC STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x SAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN UPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' #5 BAR - 30" #7 BAR - 42" PROVIDE 36'x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS FOR ADDITIONAL INFORMATION ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE, DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE 'SPECIFICATION MASONRY STRUCTURES' (ACI 5301 ASCE 5ITMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-00, GRADE hr1= 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFlCALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMU43A3' COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE'M' OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C,270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1657. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANCHOR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)„ U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL MUCTURAL STEEL.: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: 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 CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A38, Fy - 36 k.1 FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM63, GRADE B, TYPE E OR S. Fy = 35 KBI. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETEfILIED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE $LAS ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOLBLE-NL T LEVELING. ALL HSTO-FRK)RRENGTH ATAFOR EACHSEPARAt CONTRACTOR SHPLI SUMMIT PROPOSED MX DESIGNS WITH HSTORDAL STRENGTH DATAFOR EACH SEPARATE MX PI601RT0 AJ. U MIT PRETESED MXDQLNOT OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL WITH CONTRACTOR TO TIE BE TIGHTENED IN ACCORDANCE WITH THE TURN-OFF-THE-NfT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C94 OR MEASURING, MANG, TRANSWRDNG, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J43OLTS ARE TO BE STEEL. CONCRETE TICKETS BHN.L BE TIMESTAM ED MEN CONCRETE IS BATCHED. THE MAMM UM TIME ALLOWED FROM WHBI WATER IS ADDED TO THE M%UNTLL R IS DEPOSTED W ITS FINAL POSITION SHALL NET EXCEED 90 MINUTES IF FOR ANY REWNTHEE IS DRAY IN SUCH THAT A HATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHRILL NOT BE RACED. IT SHALL BE THE RESPONS ILITY OF THE TESTING LABORATORY TO NOTIFY THE OMNER8 REPRESENTATIVE AND THE COMPACTOR OF ANY NON COMPLIANCE NTH TIE ABOVE REQUIRED CONCRETE COVERAGE OVER FEW SMALL BE AS FOLLOWS A YFOR CONCRETE CAST AGAINST AND PERMANENTLY EPOSED TO EARTH (F01#DATIONSk a FOR CONCRETE EXPOSED TO EARTH MAYOR WEATHER 1.112' FOR #5 AND SMALLER 2. FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOM TO WEATHER 314. FOR SLABS WALLS AND JOISTS 1.112' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS 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 HIDT-DIPPEO GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI.14, MESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND -rPI/WTCA BCSI 1' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRU33ES/GIROERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATORSHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVI DUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ONASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'USP STRUCTURAL CONNECTORS' BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. FASTENER SCHEDULE WIND WAN D OR BU KFASTENERS FASTENER AWLIGTxIN SIZE TYPE SPACING REIMPoB APPLIGl1IX1 SIZE TYRE SPACING REMBBO 14TFDPRNG TO CASE HAMENW CM GARAGE DOOR SHY( R•dA TAPCON ESVW]IAY 1112•EMIBEO., REM Mh90NMICCNC. 11Y1•IONG. S•QC i01MS NR-NC. ASHER FASTENER SCA: 11/YWaEOBT. S pT. IXT.DOOiS CASEHBMENW COI YOC WNOOWIDOCILFA OOat EXPANSIaN mLT uoc 1. 1. r, sEE MTEs NNL 117 LONG. siACGERW NC. INro NAsorarkoro. N{Z•EMBE0..1 To To wsoMWWro. ]•eoaE osr. WIN W BUCK CAREHAMBIW COL woc W.CowiD 1,BTFTIW uerAL STPAnro CONTACT THIS ENGINEER FOR SPACING 1r PT. SEEMTES NNLII LONG, 9TAOGBiW NrorALso y-W. -Rrr-C. REQUIREMENTS SWAG DOOR 'TAPCbN 1Sd0 11/Y EMBED- NdIN)FARlro W000 1? EIPwiBON OK; 4•EaOED.YEW BACK 22 PT, SEEMIE3 No)]HCOM WASHER FASTr6t DIST.,11(Z"EDGE OBT. WKL TO CON.. SlA3 W/WASHER BOLT 2f DUST., ]' EDGEOBr. v PT WN"`BICit O.tb•PAF x21A" a•O.0 t°END. 019r,112 PT TOS OEL COL.,SEE w1w,UIHER STAGGERED EDGE dST. EB mm i. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND OR NQA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. RAF 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 DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngmup.com AA #: 0003325 all C 3 � pbj MWI C 1 i auimzv. as Loa, ABBOTT PARK LOT #9 BLK. #10 PIZO"wT 04181.000-09102 MODULN 4EBB "1828-CALM" GA RAGE SWINO: LEFT PACE: DETAILS 160 MPH EXP. C C aw11/25/19 DCALMr? "-1F-0" S lim 7 si LEI 4 14 �-- 2,:: > f7