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Home My WebLink About8001 Sail Clover Lni 99 91499-4EWB-FREEPORT9 ALL WORK SHALL COMPCO, WITH, Prx ',> CODES FLORIDA BUILDING NATIONAL ELECTRIC CODE AND THE CITY OF ZEPHYRH LLS ORDINANCES REVIEW DATE NOV 1 2 2020 CITY OF ZEPHYRHIL HOMES PLAN EXAMINER 12602 TELECOM E>FtIVE, TAMPA, FL 33637 Tea1= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •nAM BUHMN CODE, BEBBMM11, 8TH EDITION (2017) • AIL LOCAL AND STATE CODES -OCCUPANCY _ RESIDENTIAL, GROUP R3 *CONSTRUCTION TYPE - YB • MIN. INTERIOR FINISH - CLASS B • BASIC WIND SPEED - Vult=160 MPH _ Vaad=124 MPH •I -STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. ABC AIR CONDITIONING LUM. ADJ. ADJUSTABLE M.C. ALT. ALTERNATE MFR AMP. AMPERAGE MIN. ED. BOARD M.T. CL CENTERLINEMITI. CAB. CABINET MT.S CLG. CEILING Ns.s. CLR CLEAR O.C. CONC. CONCRETE PL CPT. CARPET P.B. C.T. CERAMIC TILE PH. D. DRYER PLT. DBL. wuece PLYWD. DO. DUAL GLAZED PR. DIA. DIAMETER P.T. DIM. DIMENSION R. DISP. EPOS RA OF.D G. DR E. DOOR R D�' DOWNSPOUT RM. DTL. DETAIL R.O. D.W. DISHWASHER S.C. EA. EACH S.D. ELEV. ELEVATION S.H. EQ. EQUAL SLIT. EXH. EXHAUST SHTHG. EXT. EXTERIOR SHWR. F.ciFX. FixEDGLASS SIM. F.G. FUEL GAS SL. PIN. FINISH STD_ FLR FLooR STD. FLUOR FLUORESCENT Sws F-DR FRENCH DOOR FTG. FOOTING TEMP. GGA. GAUGE AR DISP. GARBAGE DISPOSAL oc. G.F.I. IRO�UP� TCIRCUIT T.O.S. GL. GLASS TYP. GYP. BD. GYPSUM BOARD U.N.O. H.B. HOSE BIB Hoa. HEADER CORE WV.. HTO.ORITT HEIGHTTION W. wr. INTERIOR WDW. WJH W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT To SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD FAIR PUSSURETREATED RISER RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLIDCORERXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS OP FCURB TOP OF SLATE AB TYPICAL UNLESS NOTED OTHERWISE RPROOF .A oHER WASHER WITHWOO WINDOW WATER HEATER WROUGHT IRON DATE DEBCRD'TION 06,tM ADDED LED LIGNT$0W 4EN4SAT400 IB ARCHITECTURAL SHEET DESCRIPTION M40% ADDED SM PATIO OPTION PG Cl-COVER SHEET PG GN- GENERAL NOTES Al -FLOOR PLAN PG A2A-ELEVATION "A" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Di -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WAS ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA8-WALL ASSEMBLY DETAILS VVM ADDED STONE OPTION 08/!4/19 PENBED DOORS AT LAWDRY CLOSET FIft711(7) 7'•D r0 (7) 7'-4' memn9 REv18ED DOOR AT ourEae uY1LIc.M c1.osEr RaDrt r•e� TO r-e' O RZ PLACE UBP CONNECTORS WITH "SON CONNECTORSPG p3np40 pppEp OPT. REAR A C LOCATXWV ®6nvlo ADDED LEDNOWER8d4rH 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 SQ.FT. CALC.'S LNNG I49B SGr PT. GARAGE 3 TOTAL we 8 PT. WO PATIO SO Sa FT. STRUCTURAL SHEET # DESCRIPTION PG St -FOUNDATION PLAN PG SIAA-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 S3.1A-DETAILS PG S3.113-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 THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BURR THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT. PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUDDER WHEN NO RFI'a HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON THE DRAWING SET. 1 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-7748078 FAX 407-774 4078 www.abdesigngroup.com AA 0: 0003325 all, f atMDly ae TAT: ABBOTT PARK LOT #7 BLK #7 Pl%OJLECT* 04181.000=07071 MODEIU 4EWB "1499—FREEPORT" GAIRAGE OWING: LEFT PAGE: COVER SHEET 160 MPH EXP. C AA NO DAPS.• rr 10/12/20 SCALE: 1/4"=1'-0" L9HEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FSCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. SRE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 1 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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS i DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN I/WNCH GYPSUM BOARD OR EQUIVALENT. 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 TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 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. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM ''/"" PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6, NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 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 FINISFES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-Cl063-12a. 3. LATH & ACCESORIES PER ASTM-C-1 063-1 1A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063.15A AND R703.7. FIRE RESISTANT CONSTRICTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. R302.7. EXTERIOR CELMOS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/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 SOFFIT$ 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774-6078 FAK 407-774-4078 www.abdesigngfoup.com L AA #: 0003326 r T �a FORM. Ae TAT ABBOTT PARK LOT #7 BLK #7 PIROJTECT��rr 04181.0't 07071 U030111e 4EWB "1499-FREEPORT" GARAGE ISWING: LEFT PAGE: GENERAL NOTES %160 MPH EXP. C %ja-.m. I II ■ 1 0118�888810 o!Op8888E8E8888p10 a8p88p8881o�`'`��" 01881L4 i 0 0 az . l � rA = m��cr> 20 MIN ®` �I ATTIC ACCESS o =. 0 - o olllo oVl'o 018888N�8E881n I oi18888888881• FLOOR PLAN SCALE: 1/4' " I'-0' EXTERIOR MASONRY SQ.FP. CALC. S WALL BRG. HEKsHTS LIVING 14W Sd FT. ® GARAGE 386 SQ FT. BRG. OdlTRT 1180. FT. TOTAL mw $a FT. 8n10 PATIO 80 Sa FT. OMMMAIDCUDMIMLOADII MWIIIIIII)SION PFORSE IDOH18 QFB 8MM =E 8p1lHMII M0 IBM= MOTILE FWAN MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR MIN. CRITERIA SAD. MIN. 41 5 31/-39 CRITERIA 16010 O.W.D. 112 5 282/-313 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.-H. EXP.=C, MEAN ROOF HT. = 13'-0' PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER.0011MI)AIDOM TOP PLATE 0 �n BAR DETAIL A BCAL1'-0. NOTE. -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE86 THAN 1 3/0' 0D MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOOR$ NOT LE88 THAN 1 3/8' (35 MIN) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN Bl LONGWOOD, FL 3275D PH: 407-774.6078 FAX, 407-774-4078 www.abdesigngroup.eom �. AA #: 0003325 b � s w 8 SURDIV. 89 LOT ABBOTT PARK LOT #7 BLK #7 PROJECT* 04181.000-07071 MODEIe 4EWB "1499—FREEPORT° GARAGE 9WING: LEFT PAGE: FLOOR PLAN %160 MPH EXP. C OCT DATE, 10/12/20 83CA=: 1/4"=1'-0" 81IiEET Al 12'x24' FTPON —� BRACKET OR EQUIVALENT 6' RAISED BAND BRG. HGT.,i,, OPT. LIGH 0'-0' ` pal MEEMM� iiK ■ I� ni pIG67 I_i - I FRONT ELEVATION SCALE: 1/4 " I'-0' TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FBCR R103A IrS U ./-16'-4' BLDG. HGT. SHINGLE ROOF 8'-0' BRIG. HGT. 8'-0� _ I 0' 4' RAISED BAND I6'x63' DECO. SHUTTER I 0'-0' FIN. FLR 0'-C' FIN. FLR _ OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT REAR ELEVATION SCALE, 1/4 • I'-0' TEXTURED FINISH 8'-0' BR3. HGT.h 8'-0' FIRS. HGT. 4B II 0'-O' FIN. FLR ,�0'-0' FIN. FLR a------.------------------ - — - — - — - — - — - — - — - — - — - — - — - — - -�Q LEFT ELEVATION SCALE: 1/4 " I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-O' BRG. El I II 0'-O' FIN. FLR , — _ I 0'-O' FIN. FLR RIGHT ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH ARUOFATTK: NEEFPEEVENOUTpNARU PEQUIPED • 1/300 REQUIREDVEMIUTNINARU = m/3w = GP3 VENTRATION ARU X SQ. WOi[S PEP FT.(144) M4SO.IN. N1W. REQUIREDVENTIUTKIN = .SK MA IN UPPED PORTHIN OFATTIC 45G.2 IN. OFFPIUGEVENTUTIONAPU • MSQ. IN. PERVENT aI3 /m TOTALPOPVENT U=MlREO 4.3 TOTAIPOF VENTS PROVDED S =AREAOFATTICKTHE PER R.0FTHEMWEFSS ,ITNE0V~NG EK MROFWA MEKTEAIOR OF WA NOOVERHANGSINM 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH:407-774-6079 FAX: 407-7744078 www.abdosigngroup.com AA#:0003325 i } h � 6 K ABBOTT PARK LOT #7 BLK #7 PMJICCT* 04181.000-07071 MODslu 4EWB "1499—FREEPORTPF GARAGE 8WD9G: LEFT PAGE: ELEVATIONS FF A" 160 MPH EXP. C NO DAB.• 10/12/20 SCAM 1/4"=1'-0" aHRET A2A ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e GeV OUTLET 2& A Fs ONUS POLE IWV CUTLET IIOV CUTLET N OF OILEr Wu= WSWTOII IIOV OUTLET GQUIt3P1 NnouD o (TAr FML NERIPM (TMfEI! RESISTANT 1TTE) 229PVOUTLET (4)W COORICTI N t3Pl gW iIURFRDOF CUTLSWITCH T SWITCN4 3-WAY OPER 6 SWITCH 4-11AAY OPER Fo WALL MOUNTED LIOW CEILMID LIGHT © LED CIA LIGHT ©vr LBO VAPOR PROOF LOW © VP VAPOR FRIX F LEHr OQ RECESSED CAN eVENT. FAN 1 a" PER SG. Fr. KIT. FAN 11LLISRII I t2PM FER as Fr. VANITY rEP='a Teo By ® 2. RLD TRAP ARd►D AAMM (eUl! MNTJ �4 /—� 2' RJIDRBGCMT 4' FL1MPROCE4T H�—v—It A 4' TRACK LOW cm PANEL MCTER EMlolta DETEC'm E5 ISO-18D. �J WALL DETECTOR WL.tiSE7ER ®eKD CAROM PC B70KE amOfIEGfQ! Ca70 MALL K A DISTANCE OF NOT L806 7H014 4' FROM WALL PENDANT LWIT NATIRAL60 CUTLET . TISl1414 E JACK U14 �T To ee•e1-WATOD, O A"' DISDcr4ECT TO M OR ACE oN TELEVISION JACK E.N& OR TO = SUPPORTED N O J-111112N ACCORDANCE au eaor MARKED AS SUCH FOR NWECTION CvLM Box CELM FANLISHT TO ME &A -POW= N ACCOIDMCE V 80N MA. ASS . PCR p�pp 2W ICAIDESCRR Liam ~ �nn1�n_q 2a' eDADeEeEa Low STRB• nnn® 411 01G04D[SLER Lxbfr STNP —L— CRT. sEaErr K&1'PAD HE P!. PION -BUTTON FOR OHEES u1B FORE • LOCATICN OF TV JACKS 4 F%ME OUTLETS 4 PANS TO BE VIEWED • NOEOUNM PRE-OONe1RUCTICN MERN4 • ALL 0 4 20 AMP BRANCH ORCURS TO BE ARC FAULT R7IOTECTED CAL PER ELECTRIPROVISIONS OF mid ATY EDITION (2eM) I NEC 21e12 7lIA [DIT10K • 20 AMP DEDICATED LAY'DRT OISCUIT, •-NI a ISLAND (NOT CN KITCA4E4 CIRCUIT) • DIMSUIFER DISOO NNCT TO AB LOOKOUT N PANEL • BATWROC M 064AUST PAN TO HAVE MN. CAPACITY OF be OM NTEWrta NT PER ELECTRICAL PROVISIONS OF SECTION MB013 RISCR Aru —.TIeN (20ni • LAUORr ROOM R03C6PTACLE WALL BE GROUND FAULT CIROAT-NEPMP MM PROTECTON FOR PERSONNEL EL ON PEEOM • IURNG METHOD SHALL EE NON METALLIC CABLE PER ELBCTRICAL PROVISIONS OF FBOE ATN S ONDA • ALL WORD TO CO'P PLY WRH ELECTRICAL PROVISONS Q TFE FLOE ArN BO [2&Mi • uL LAHsr v L PrtED er BU!l DER AND •Isar OP LIa44TM16 Muar Re ENEItlr BFICIEeR TYPE PEiE F., ENESOr r4J6EEVATbF1 (NESOMMAIopploommcy)s4ElnrION MAOSA' UJP GFl A13 UISPNUI ES 01 i FRE-WIRED ` PRE -WIRED CLG FAN GLG FAN WNER'S BATH O• S/CQ L ; W.I.C. PATIO UP Qv - GREAT ROOM \ ' OUTLET FOR DW L — — L 0 SWITCH IN CABINET fUTCHE ROME PRE -WILD` '�T 1I OPT. `` HOOD WIRE 0. L_---�L_D_•-- LG FAN ,` \ MIC�RI C.' •;J I FUTURE LW FANtD7 C.��`J r-----I P.S. FOR• GARAGE tUJ j ,`�•. ALL MOUNTED I /BATH LIGHT W/ SWITCH % ,( S IN ATTIC .IELD L VERB i ARAGE �YEBj IRRIGATION - OUTLET • GPI BDRM.j D. 48' APP. S--1 @g CLG. KEYLESS OUTLET GFI FIXTURE PRE -WIRED CLG FAN �-' ENTRY I YY I Pa��ttttFOR OPT. COACH LIGHT ELECTRICAL PLAN LE: IM . P-0' W P Panel MAIN - A PANEL: 8/16 wp crt breaker VOLTAGE: 1201240 V•1 Ph MAIN: 150 Amp M.C.B FEEDER: 341 Cu TFMIN & 1- #6 Cu (G) in 1 IZ C. OR 3-#2)0 AL TMWN & 1-#6 Cu (G) in 1 1 WC. NIn Pole al. 0.ewpibn waw a tlr t WNU D sn10 n Skr Pde Wars M3 1 20 EAtwv Fiz; oNGTT- 12W 1 2 Spwa M2 2 20 k ipbon P—p 1000 3 4 6 a 5�q 8 NC C.U.-i 35 2 0a Span ] PANEL -A PANEL: 42 CA bleaker VOLTAGE: 1201240 V-1 Ph MAN: 150Amp M.L.O. FEEDER: 341 Cu TMVJ & 1- 06 Cu (G) in i 1 O C. OR 34210 AL TFANN & 1-#6 Cu (G) in 1 10C. Ware P.I. Eb 0.salptlan W.1b Ciredt tlratAl Watt tl 0.sM on b ►de Wln 012 1 20 Smr AM11— 160E 1 2 BOO, Renee SD 2 N 012 1 M Mlarwnn. / Hood OFI ta00 3 4 012 1 20 1AppOwce 1500 a a 45M woler Heater 25 2 #10 #12 1 20 O 150E ] 9 612 1 X DIMN Raogtadss AFCI 150E 0 10 12M DNpna1 OFI 20 1 Rig 012 1 m 8stn OR Rw tan 120E 11 12 1YJD Dl. w fOFl M 1 N12 #14 1 15 Fa er I Hd / 8ed. #2 & ACV Bath 02 AFCI 900 13 14 5LTD Dryer OR 30 2 #10 014 1 15 Roam, L.nY a AFCI 900 15 19 014 1 15 KhaNs1, Pn4ry, A Dk08 Ns AM 930 11 1/ 150E W.enr OR 20 1 M2 014 1 15 ISD&=AFCI 9m 1 10 1 20 1 100E GI D—Opener GFI 20 1 M2 02 1 20 ILsndry / Bed N I Den AFCI 12 O 21 29 120E O.M./ F.W. Lt. A R.a.pt.dn AFCI 20 1 012 23 24 000 owwouIte AFCI 15 1 014Span 25 n 000 Omiefa a.th AFCI 15 1 014 27 28 Sp.. 31Mn 20 W 100E atlon -*rots" y 20 1 012 sqn 31 M Spec. u 33 34 u 35 38 n 37 38 Ka 0S 2 35 A/C AM (H.Aw 5 KVA a 06% 5525 30 40 Spec. 41 42 Spw. Lase .ubj.at to dnaW beta a ,Wsllns ) Ilna 180D0 2870E Lo i we al eo egn.nd het« ubu.nm. l fn. TRR r D Ps: ABBREVIATIONS: AFCI: ARC FAULT MC Uff NTERRUPTER NC: NON-COMM14T LOAD OR: GRCUNO FAULT NIERRUnER T&W Iced %qwt to demwd %dor a7oo Fkst 10000- t• st 10D% 1000E R v . A 40% 1308E Total A/C load 7082E LOAD CALCULATION IS EASED ON A1C NONtOINCIDENT LOAD Total Co—ted LOW IMits 3300E Tdel Amps(xetls / 2401a8.) 147.3 General LI hen & Rwo twin Load Tdd A/C S >A Fsst _ 1499 Gsn— Lt. a Rw 3 W I Sae R. 4497 • 1 8t65w&i Mat10o% 1 65 TdA Ow"el Ughts & Roc (Weds) 456 Ckts# risk Total watts Gwar.1 Us & Rea P-d A 9 50T 4562 I I I L I I� I LED LIGHTING C� SINGLE LAV. OUNER'S MATH 150 AMP ELECTRICAL RISER V-3' V-3' \\ I I I L I i = LED LIGHTING C� SINGLE LAV. 5AT14 2 PRDVIDE 3-2/0 CU, THUI . RS CU N 2' CONDUIT OR 3 4/0 AL, THWN . PIS CU IN 2' CONDUIT OR 2AD AL. SEA !CONDUIT TO TERMINATE ABOVE SOFFIT • OvC104ANW NOT To SC LS. ta ISN."TIO4 eeRVICE DISCONNECT SWITCN AD GENERAL Wme• M ELECTRIC PETER M A ELECTRICAL MATERIAL& AD INSTALLATIONS SH4l.L NEMA 3R SNCL.OSU IE Ct2MPl-Y WITH ELECTRICAL PROVISIONS,CP THE �H RLrcION ilk DE LOCAL CO&. AND ALL LOCAL PCItER COMPANY REOPREME4T6. 00Al2P B. ALL CONDUCTORS SHALL BE TYPE TFYN/rWM UNLESS NOTED OTW~SL aaRVDe PaLLCR 4:O'p.4NY TRNb1'010'ET! ENTRANCE ENTRANCE E(iBPFIWT NTER&YeTEM BONDNG TMW IK4L AT LOW 6lADE VOLTAGE CONECTION& PROVIDE 00 AMP, 00/240 VOLT, I PHASE SBCODARK/ I At CU SERVICE GROUND CONNECTED TO L SERVICE. PROVIDE 3 q COFFER (CU) N CONCRETE ENCASED POWER STEEL FIRM1. 12" DIA GCNEDLLE INS PVC CONDUIT OR PROVIDE 3 ELECTRICAL PROVISION& OF THE •JAD ALUMINUM(AL) IN 2" DIA SCIEDILE WPVC pprclaN laeni CONDUIT UNLEee SERVICE le PRODDED BY THE ELECTRIC COMPANY. COaRD1hi WTH THE ELECTRIC r..IA X & PT LON' COPPER CLAD GROUND, ROD COMPANY PRIORI TO BID. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosWngroup.com AA #: 0003326 Y i i IA WODM ae LOTBBOTT PARK LOT #7 BLK #7 ROJMCT* 04181.000-07071 MODMU 4EWB "1499—FREEPORTr' GAP —WIC 3WING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C DA=: NT 10/12/20 SCALE: 1/4"=1'-0" &BEET E1 PLUMBING RISER PLUMBING PLAN SCALES 1/4 " I'-0' aEN W/ VENT d N.RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngmup.com AA 0: 0003325 T � pp5 mill x iUDDIR & LOT: ABBOTT PARK LOT #7 BLK #7 PROJECT 04181.00- 07 71 UODELe 4EWB "1499—FREEPORT" GARAGE SVnNG: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C DAB., 10/12/20 SCALE: 1/4"=1'—O" MMET P1 I.-0. TYP. ON, R FAR 2X4 TOP PLATE R� T PRE -FAD TOM 1/2' C.G. DOAPO J 1/2' DRYWALL —�� • � SECURE BT. 8��, PLATE TO SLAD OG lu/ 10d nABONRT NAIL • 32' O.G. MAX STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. FIN. FILM T ' 1r r (i)TYP. INT. WALL (NON—BRG.) �1 SCALE, 314'.1'-V' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSMJ.1 ON J' 0A$. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TF44W MTL, DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLANDy CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR� 5' DIA. SLEEVE, DO NOT CUT BOND BEAM SOLID GROUT W/ (1)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM D1 SCALE:3/4'•I'-0' e,rLx a» wr_ LN : ► PM1C as.E POIW oAs Lr oWP W GYP. WL. ER 2l GAS LINE THRU BLOCK F4L iq•.M.O Vr THM 2 OOAT - FOmLMD CM RW RAa1ER'orm RD osemy TO MA*Q wr lea PASTRN1110 TO TRACK 0RACKM W/ F410 ET APPROVAL REO. COR WRAD Pemm aT1UG7URAL MR 2.0 P.T. WC ATTACIRD TO rLL CELL AS Fe AITRDVAL RM lEALAW •4ocReRoo s GARAGE DOOR JAMBS D1 SCALE: 11/2'.1'-O' FIBERGLASS SHINCAES 2X4 SPF 24' O.G MAX. OVER W FELT PAPER OR SECURE W/ (2)12d NAILS FIBERGLASS 8HINGLEB SYNTHETIC PRODUCT, • EA END OVER W FELT PAPER INSTALLED PER SECTION FIBERGLASS SHINGLES 2x BLOCKING STRUCTURAL D TRUSSES OVER 30 FELT PAPER OR OR SYNTHETIC R°.105.1.1 ON �' O.S.S. PER STRUCTURAL DETAILS PRODUCT, INSTALLED SHEATHING OR }' CDX SYNTHETIC PRODUCT, INSTALLED PER SECTION PER SECTION RWS.1.1 PLYWOOD SECURED PER RwqJ5. ON J' OSJS. SHEATHING FASTENER SCHEDULE SHEATHING IN O k C OR }' CDX PLYWOOD STIR 6T AT ALL UPRIGHTS SHEATHING OR }• CDX S/8' GYPSUM BOARD SECURED PER PER STRUCTURAL DETAILS PLYWOOD SECURED PER OR 1/2' HIGH FASTENER SCHEDULE —PRE-�' �• m' 41. FASTENER SCHEDULE STRENGTH Q.G. TYP. �T1�188 TYP. MTL. DRIP EDGE BOARD RIEMCE MTL. DRIP EDGE Ox OH. 'POWER IELEVAll — ALL BTRUCTURAAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS RMS Ir ELEVATIONS SEE ENERGY CODE FORMS PRE-ENG TRJSS CONT. 2x RAT RUN 8ECURED PER F/ INSULATION R-VALUES VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR PER ELEVATION MTL. DRIP EDGE PRE' GABLE TRIM INSULATION R-VALUES PRE-ENG GADLE TF1188 2x FASCIA PER WEEP SCREED PER ELEVATION WEEP SCREED ELEVATIONS 2x P.T. SECURED ER S/S' GYPSUM BOARD OR 1/2' ER R-4.1 INSULATION STRUCTURAL DETAIILS STRUCTURAL SECURED 8 VENTED SOFFIT HIGH STRENGTH CLG. BOARD WINDOW ATTACHMENT SPECIFICATIONS PER MANUFACTURES 6PEGIFIGATIONB R-4.1 INSULATION V2' THICK, 2 COAT REFEENCE MADTUIESIsNT CATIONS PLASTER APPLIED OR 'ND CEMENT RENCE DIRECTLY TO MASONRY Ix2 P.T. FURRING STRUCTURAL STRIPS 24' or. 1/2' THICK, 2 COAT PORTLAND bd P.T. FURRING e• 011u CEMENT PLASTER APPLIED STRIPS • 24' O.C. 1/2' GYP. WL. BD. DIRECTLY TO MASONRY 1/2' THICK, 2 COAT 1/2, GYP. WL. BD. PORTLAND CEMENT S'C WOOD BABE MU WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY • < _ 0q m' FIN. FLR 0'-C' FN. FLR _ 0'-0' FIN. FLR a. a a <. a 4 N W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE• PER SECTION W5.1.1 - FOR ROOF 4 l—STORY HIP BLOCK WALLs )OPE YE eRLAYMENT SYSTEM D1 SCALE' 3/4'•I'-C' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 4 .. a 4 ti W/ WINDOW OPENING B TL SECTION O O�PENIN 5 1—STORY GABLE BLOCK WALL 1 SCALE. 3/4'•I'-V' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA 8: 0003325 Y 1 6 aU13DM as LOT: ABBOTT PARK LOT #7 BLK #7 PROJECT# 04181. 00-07071 MODEL: 4EWB "1499—FREEPORT" GARAGE 8w1NG: LEFT PAGE: DETAILS 160 MPH EXP. C DAT : 10/12/20 8CAL.E: 1/4"=1'-0" a*== 11111,. D1 Tsa,•I. 2XI P.T. • CROM OF DOOR HEADER SISCISIED UV (I) VJ• X S' J-COLT W 4' MIN. EMDEDMENT UV Y X 2' X VS' U ASWM t NUT OR Wv (2) IR' X S' ANC; -OR COLTS UV 4' PIN. E I ECR'MW UV 2' X 2' X VIS' WAGGER t NUT—. ®I W MA80Nl1' NAILS 2XA, GARAUE DOOR SICK BEQII�D UV (5) • X 8• J-COLT OR ANCHOR ® IR COLMIN. EF TS, W 4' MDEOMEM, UV 2' X 2' X US' WA84$R t NUT. (I) UpTWN S' OF TOP, (1) WITHIN a* CF THE CTM, (3)EVENLY SPACED. 9 E ®l I®r NOTES, ALL ANCHORS SMALL CE N ACCORDANCE TO MANVACT1/1ER'8 INSTALLATION MTMZTIONB UNEM SUCH NBTM CTIOW ARE MORE 8TRN9E10 GARAGE DOOR 1 BUCK ATTACHMENT \pV I- 8' CMU V DRYWALL I'X4' OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 1 EXTEND I-Y4' INTO BLOCK ❑ W/ V(4 TAPCCNS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-Yi WITHIN 8' OF EACH END 4 18' O,C. MAX SPACING DOOR CAGING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ye) DOOR JAMB TO BLOCK +3/4 OR +6/4 A WINDOW TO BLACK +3 4 OR +6 4 ALE, N.T . 2X4: m SECURE TO BLOCK W/ V.' TAPCONS OR (MIN. SHAWL SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4J WITHIN 8' OF EACH END 4 18' Or- MAX SPACING. 2Xb:m SECURE TO BLOCK W/2-Vo' TAPCONWMR 8YANK SIZE 145 MIN. HEAD SIZEDADO MR EMBEDMENT I Y4') WITHIN V OF EACH END 1 8' CM IW O.C. MAX SPACING. V DRYWALL 2X8,m I'X4' OR DO' P.T. NAILER SECURE TO BLOCK W/2.%. CASING TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. E7ME90MENT I Y4') ATTACH TO 2X PER WITHIN W OF EACH END t MANUFACTURES DETAILS. 18' O.C. MAX -- NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED .Y4 ) DOOR JAMB TO BLACK +1-1 2" u WINDOW TO BLACK +1-1 " \ZJSCALE, N.T . 2X4= SECURE TO BLOCK W/ Ilb' TAPO" (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IB' Or -MAX SPACING. MUST BE ON OUTSIDE 1 2X6m SECURED THROUGH SEGO BLOCK W/2-%' NON-STRUCTURAL Slfr' (MIN. SHANK SIZE .145 TAPCON MIN. MIN. HEAD SIZE 300 EMBEDMENT INTO BLOCK MIN. EMBEDMENT I Yi) CMU WITHIN 8' OF EACH END 1 'DRYWALL IS' O.G. MAX SPACING �'X4' OR I'X2' P.T. NAILER 2XDm SECURE TO BLOCK W/2-i(4 74' OJSU5. X 4' MIN. PGONB (MDOOR CASING (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 DOOR JAMB WIN DOW NDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFAGTURIES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AB NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLOCK +1-16/6 8 1�" C SCALE, N.T . BLACK + -1 2X4,m SECURE TO BLOCK W/ 11(r' TAPO" (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN W OF EACH END 1 NOTE. STRUCTURAL 2X IV O.C. MAX SPACING. MUST BE ON OUTSIDE / 2XBm SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL TAPCONS TAPCON MIN. 1-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8. CMU WITHIN V OF EACH END 4 K• DRYWALL 18. OZ. MAX SPACING. 2X8m I'X4' OR I'X2' P.T. NAILER CA" BLOCK W/2-I)(4 OOOR CASING TAA (MIN. SHAWL SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT IY49—ATTACH TO 2X PER WITHIN 8' OF EACH END 1 MANUFACTURES DETAILS, 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +2 iT% WIDOW TO BLACK +2 1 4$ " SCALE, N.TA. 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHAWL SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' EACH END t NOTE. STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/2_)WNON-STRUCTURAL IJ(4 TAPCONS TAPCON MIN. 1 Y4 (MN. SHAWL SIZE J45 EMBEDMENT INTO 15LOCK MIN. HEAD SIZE 300 8, cmMIN. EMBEDMENT 1149 DRYWALL WITHIN 8' OF EACH END t 18' O.C. MAX SPACING. �lfEl•X4' OR 170' P.T. NAILER 2X8m SEA BLOCK W/2.Vo' DOOR GAGING (MIN. SHANK SIZE .145 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 DOOR JAMB OR WINDOW WITHIN W OF EACH END 1 ATTACH TO 2X PER IS- O.C. MAX SPACINW, MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" Fl\ WmQQw TO BLOCK +3" ' SCALE, N.T . 2X4= SECURE TO BLOCK W/ Vo' TAPCONS (MIR SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN V OF EACH END t NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 1 2X6m8 SECURED THROUGH SECURE TO BLOCK Wa-IV NON-STRUCTURAL TAPCONS(MR SHAWL SIZE TAPCON MIN. I-Y1 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8. G'AU WITHIN 8' OF EACH END 4 J�• DRYWALL 18' O.C. MAX SPACING. 2X8,m I'X4' OR VX2• P.T. NAILER SECURE TO BLOCK W/2-14'D 2X SECURE TO TAPC0WMIK SHANK SIZE �26,TRUCTURAL MEMBER 145 /(2)12d WITHIN S' OF EACH MIN. HEAD SIZE 300 END 4 i• TO V O.C. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN 8' OF EACH END t DOOR JAMB OR WINDOW 18' Or- MAX SPACING TTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLOCK +3" WINDOW TO BLICK 3" E, RT . 2X4= SECURE TO BLOCK W/Y4' TAPCONS(MIR SHANK SIZE 149 MIN. HEAD SIZE 300 MIN. EM15EDME NT I Y49 NOTE: STRUCTURAL 2X WITHIN V OF EACH END 4 MUST ESE ON OUTSIDE 1 18' OZ. MAX SPACINGG, SECURED THROUGH 2X6m WA-1/4' NON-STRUCTURAL Va- SECURE TO BLOCK TAPCON MIN, I-Y4 TAPCONS(MIN. GWANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 , cm MIN. EMBEDMENT IY4) Yj' DRYWALL WITHIN V OF EACH END 1 IB• O.G. MAX SPACING. 'X4' OR PX2' P.T. NAILER 2Xem ❑ SECURE TO BLOCK IIl/1-1/4' )6' 0.6.5. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DJAMB OR JAMOR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOItMM Y Mid TO RIM JM� 1p0ltll UC�1♦') DOOR JAMB TO BLOCK +3-7/18" �� VMDOW TO BLACK +3-7/18" ALE. N.T.S. 2X4= SECURE TO BLOCK WN4 TAPCONS (MIN. SHAWL SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4J WITHIN 8' OF EACH END t NOTE, STRUCTURAL 2X IS' O.C. MAX SPACING. MOT BE ON OUTSIDE 4 2X6,m SECURED THROUGH SECURE TO BLOM W/1-1/4' NON-STRUCTURAL V TAPO" TAPCON MIN. I-Yi (MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 8' CM WITHIN W OF EACH END t A,' DRYWALL IS' O.C. MAX SPACING. VX4' OR 1'X2' P.T. NAILER 2XBm SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONS OOR CAGING (MIN. SHAWL SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 1 TTAC 4 TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" RDOW TO BLOC + 4' H SCALE, .T . 1441 N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdoeigngroup.com L AA S: 0003325 a 6 aVSDIV. ae L,OT ABBOTT PARK LOT #7 BLK #7 PROJECT�r 04181.000-07071 MODICU 4EWB "1499—FREEPORT" GARAGE S11MO: LEFT PADS: DETAILS 160 MPH EXP. C 15 Daurr ATI : 10/12, 1lCALS: 1/4"=1'-0" dHM]" D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) - - - - EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 12473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13972.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR W31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR W31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR W31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/32/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531620 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 23352 P PLYGEM PANEL WALLS SOFFIT 2017 FBCR 12/31/2020 2019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 6503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 8644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 12/31/2020 FL 15332-R5 MI WINDOWS & DOORS SLIDING GLASS DOOR 2027 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/32/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL15076.1-R5 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR W31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR W31/2038 FL 15279.20-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'4" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 12/31/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.146 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 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 @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 10/06/2020 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdosigngroup.com L AA #: 0003325 g q x T O ounwv. a LOTS ABBOTT PARK LOT #7 BLK #7 PnOJMCT 041 1.000 07071 MOIDMA 4EWB "1499-FREEPORT" GAJBJAGM 111IM To: LEFT PALM PRODUCT APPROVAL LISTING %160 MPH EXP. C PRE•GRIED CONTROL JOINT FLANGE OF CONTROL JOINTS Td BE UARED TED TO LATH • 1' O.C. MAX (VERT.A hit=, DO NOT FASTEN CONTROL JOINT TO uwLL EVeN r STUD EXISTS BEYOND EXCEPT STAPLES uv V LEG MAY EE USED TO TB'IP. SECURE CONTROL JOINT CUPSHO INSTALLATION —� FASTENERS TO NE SPACED-7 • T• O.C. MAX vERTICALLY A' THICK C3 COAT CEPENT \/ UM LAYER 4. PORTIFMF-R EUILOMG PAPER APPROVED PETAL LATH FASTENED •1' (VERTJ = MAX AT SUPPORTS WAD LAYER -1. OTUC40 WSAP LATH aNLALL NOT BE CONTIMU" .• Tor e .• To r ' THROUGH CONTROL JOINTS PUT BHALL EE STOF'PSD AI FED AT EACH SIDE. PROVIDE 7X4 ELOCCIPWA PER ASm LIDS! PLACED RAT MAX. W TO S' TJDU \ Film CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD LL ASP STDEM FOR LATH TO EE NAILS OO — STARES IN COIPLIANCE Uu ASrM CW63 2. WRE TIES TO EE (NO. IS) OAPAID' WRE / 3. ELOCKINU; SHOW MAY M IN ADDITION- \ TO WALL STUDS BEMIRED PER RAW / yi d OL POLO MYYD . n. ®Pw.o O L Rir. A !MAID A N. CIRRUS • Fr. e 1 CIRRUS • Pr.0 OLPOW MOUE a PICA 7. CI\AGE a Ff. • :PLC R ® L FOLD NMID • R. A 7. CIRRUS a Pr. • O OIRRAM a Pr. O L POLO Pr. C OVIDe Pr. a TILL F.I. O 1011110401, Nona,PLAMM FLAMM rv'P` SO TOM �� UAL. POLO, pQ UM wm. NaM APPROVED EIUILOMG UANNAP SHALL M LAPPED A MN11LIM OF M' • VERTICAL LAP! (ROLL ENDS) 4 •' • HORIZONTAL LAM, ALL GE" NEED TO EE TAPED WT14 FORTIOM SHEATFIING TAPE 1• MN LAP . r7TAL LATX \ \ LATH VERTICAL LAP TO M P 1 METAL LATH 1. WID LAYER q, STUCCO URAP r MN PA Rare Lauw r / YAi6 LAYER 4. PORTPIEER \ EUILDMG PAPER I (—oVAPER LAP Q KIC KO UT DETAIL SDE LAPS OF METAL PLASTER BASES SMALL OR SECURED TO FRAMING PIPWR& THEY SHALL M TIED EETIIIEEN SUPPORTS WTH OA9416-1111% (171-MI) WIRE AT NTSTIVALS NOT MOM THAN S' (tZS-MI). AS PER ASTM CIO63 1AI. I = REPAIR OF TEARS IN UM LAYERS, TEARS MAY M PATCHED WI.101M ~ TAPE PER MAW,P. SPEC. OR PEEL a STICK WOOD SFEATI EUS.DI PAPEP STUIX.1 r THICK 3 COAT CEM4T PLASTER METAL LATH URE LAYER 9, POW04DER EWLDING PAPER UM LAYER-L STUCCO MW WOOD SNEATMN3 WOOD SHEATHING OR CMU WRB LAYER 9, STUCCO WRAP (FRAME ONLY) 'f THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) 'METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFAVAl 1 ES( M Z I 5'X5' 'L' TYPE CONTINUOUS E Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT \ �I ROOF CEMENT ROOF PER ELEVATIONS .A64N0 ALL 1OwrGr .AMIO AT OOTTON Q ROOF ALL N,1dRRSC710W eArOa flONr MAL (0" OR WLPM QQAZJW O"L" FLASHING N.T.S. 4'a4' SELF -AO ERNS r0'DRANE- FLASHNG (CONTATIN" UY MOUSE WSAP MATIMA J OVER APPROVED HOUSE URAP. i' OR LESS PIP! PENETRATION CUT AND OVERLAP ONE SIDE OF / SELP-ADHEIMIG rErMORAIE PLADMNG STEP 01 INSTALL FASTENERS (CLIPS. STRAPS. STAPLES) AS — REMIBED TO SECURE PIPE/ WBE TO FRAMING N.T.S. 4• ��p CUT AND OVERLAP ONE SIDE OF STEP 02 FLASHY URE LAYER 4. VOMPIMM EINLOMG PAPER FETAL LATH M'M• SELP-ADMRNG MIMP ANE FLASHING OVER APPROVED Now LLRAP. FLASFI•tl r0 Exroo oNro PNPe 4'94' SELFADNERIIIG MOIERANE RASHNG OVER APPROVED HOUSE ~. '=T0 EXTEND ONTO PItK CCNT. BEAD OP SEALANT AIR SECTION PER SECTION R703.7 Etdebr W M NM 0UM01Im IcAedor use of Portland cement pester shall cornpl7 With the application regLimm nts of ASTM C 926-12A. insulation of exterior lathkV and framing shell c y vAth ASTM C 1063-12A. 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 R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-W78 FAX: 407-7744078 www.abdeslgngroup.00m AA #: 0003325 gp h y7LV go 'f Bvsuim Aa LOT: ABBOTT PARK LOT #7 BLK #7 PADJMCT# 04181.000-07071 1[ODEL: 4EWB "1499-FREEPORT" OARAGE 8w1NO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE: 10/12/zo BCALE:1/4"=1'-0" 8* EET WA1 BACKER ROD BACKER ROD WRB LAYER 01, STU=O WRAP INSTALL 6' SELF -ADHERING M10RANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECIlMi'E OF FLASHING TO BE: I. BOTTOM. 2. SIDES. 3. TOP VENT CAP 18 TO BE SET N DED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO DE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS, E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON AALLLSIPEES, JV CAULKING • JOINT ALLPER SECTION R703.7 Exierlor IeMM10 and plasteft Exterior use of porlland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063.12A. II - HOODED VENT �• THICK, 3 COAT CEMENT PLASTER METAL LATH UM LAYER -2, FORTIFIDER BUILDING PAPER WOOD 814EATHNG DRYER VENT (FRAME) 100MMI-01 DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRS LAYER 02 (FORTIFI5ER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LO STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP d SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH! ---� / WALL l 6' SELF ADHESIVE— K A8fING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5ACK- POLL P6LOR TO ELEC. METER INSTALLATION I I �ELEG. METER FIELD VERIFY LOCATION I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY5LEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT IT F THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COME30 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 7, STUCCO WRAP WOOD SHEATHING APPROVED WOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FM EDGE APPLY E-Z OVER 6m MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP #3 WOOD SHEATHING WRB LAYER 41, STUCCO NEAP WRD LAYER 4, FORTIFIBER BUILDING PAPER FETAL LATH PAOTEN TO WOOD OTM47URAL MEI'IOER • 1' OG. MAX 14' TO fS' MIDTO MID-WALC STRIP SELF �E PLASHING, CLEAN Y OEFORE APPLYING V PINION • MAOONRY ® HORIZONTAL WEEP SCREED FRAME TO BLOCK) e' WRB LAYER h, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 7 STEP *2 WRB LAYER 7, STUCCO WRAP APPLY 60 MIN ING GRADE 'D' FELT ® MEMBRAHE MEMBRANE FLASHING FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP URB LAYER 02, "TIMBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYPICAL WALL lioR. SECTION) METAL LATH STEP 05 STEP #& (�) ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngroup.com AA N: 0003325 A f ti lip oil �.T_j >sVBDIV. ae LOT ABBOTT PARK LOT #7 BLK #7 PROJECT* 4181.000-07071 WODEIi 4EWB "1499-FREEPORT" GARAGE BWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - k 2 I/2' CORNER BEAD (FASTENER 4 SPACINCs 9 71" O.G.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 p\CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PN: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 T ausDm ec LOT: ABBOTT PARK LOT #7 BLK #7 PROJECT* 04181.000-07071 MODEIA 4EWB "1499-FREEPORT" GARAGE 9'WWQ* LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER el, STUCCO UJRAP) WRB LAYER e2 (FORTIFIBER — • — • — — 5UILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHINCs WOOD CGNSTR =TION DETOND WOOD GWEATHM ISI^®.eIeTIVE / WEATHER lQWSTIVE SAMER 4 !(�,• x ,S,1A slow. uw \ ems• �gpVERING a KA9164M6� s EATIHIIM �slenve ' STARTER BTItlP \ \� DAWARR UVAWEER1111t IREGISTWE I y HERUYs \ GALV V METAL GALVV METAL 'r FLA,s111NG •z• rLAeHr+G 000 TIES MEMBER ` CASING j N / TI I'EI"ElER I \� �` OR APPRPROVEDSEALANT CASING SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA 0: 0003325 a Y i egg O BVBDIV. ae LOT: ABBOTT PARK LOT #7 BLK #7 PROJECT# 04181.000-07071 MODELe 4EWB "1499-FREEPORT" GARAGE IMMO: LEFT PAOE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 1 mm D �, 10/1 I BCALE: 1/4"=1•-0" 8HZXT WA4 00 1/8' TEXTURED FMISH • WOOD, / ! y0 In' TEXTURED / ------------ --------- ----------- -----i FMISN a CPU 1177777 - - - 2x6 SUB-BANb W/i'x4' NOTCH ® METAL LATH r---------- ----------- ----- ---- -------- END, WRAPPED IN PEEL 4 STICK P7ETAL�ASCIAWRAP oRWOSNEATHING I i Cm UM LAYER h, I 1' DRIP EDGE ,I� STUCCO WRAP (FRAME ONLY; WRB LAYER 4, FORTIFISER F - - - 1/8' TEXTURED I \ - ------ EfUILD / RAMS OPYAPER FINISH ® WOOD 2X6 Sue e4MD ROOFMCs CEMENT 1/2- TEXTURED / FINISH ®CMU DRIP EDGE j METAL FASCIA METAL KICK OUT WRAP Ye' FROM © FLAN B STUCCO, I' FROM - ----- --' ✓ WOOD WALL \\—EXTERIOR WALL (FRAME OR CMU) \ `\ NOTE: NOTCH FOR 2X6 `� \� SUB BAND ONLY ROOF KICK OUT REMOVED \\ �� FOR CLARITY ROOF DECK (BEYOND) ` DRIP EDGE, V OFF WALL \ NOT INTO STUCCO) ``11/5' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH ® CMU //2x6 SUB -BAND W/I'x4' NOTCH o END, WRAPPED IN PEEL t STICK ®E 1_. E VA T f ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL kE?) A PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-S' O.G. MAX. 2x SUB -SAND Wl%'x4' NOTCH ® END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL x x x x x x x x �4 \ x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x �. x x x x x x x x x x x x x x x x x x x x _ •- ... . xx xx xx x x �xxxx �.x x xx/ x SUB BAND DETAIL ® WALL W/KICK—OUT ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH g END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 8 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. V ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH 8 END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY i44i N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH:407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA k: 0003325 h a MII -1 BUDDiV. ae (JOT: ABBOTT PARK LOT #7 BLK #7 1pmoJzcT# 04181.000-07071 MODEis 4EWB "1499-FREEPORT" CARACE SWWG: LEFT PACE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C 1` 5 0.1 11 - ' 6;t ;. DNT ATI 10/12/20 8CALE: 1/4"=1'-0" SHEET WA6 FTE1 7 I_ I p m 4' CON 9U8 I K CONIC TOP OF BLAB SLAB 3 1.1 O z — � r 1 F M • 12 X 18 4 — — — — 11 — — — — i 1 1111 •1 EXTEND SLAB 1 1/2" I 11 1It 1� 1, 4' IPVC i CHASE 11 11 N J N I 1I q LL� 11 I N I 16'•10" 1111 21'-2" W N N m 11 X i 1 I 11 I 1 ILL 11 i TOP OF � SLAB 0 I .I I• I � I I EXTEND _TE_2 _SLAB 1 112" I. N I I 3,4" 2'-8" 4" I I 18'-6" '4 w ILL 4 O I I N In CONC. I cxv I )4" I 2 ( SLAB u>I I a IW EMEND a ,1 ��-3,12" SLAB 11/2' L W —1 '10" 4 ILL 1 �I FMC-12X18 FM•12X18 FMC-12X18 LL — — — — — — — — — — FM-12X18 1 • F11 12X1 11-11 ILA MY 4--2- FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS, 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS, 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATES #5 BAR, OINDICATES #6 BAR,I♦NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =38" ), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #TS 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: Pm = 2,000 PSI, TYPE "M- OR"S- MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS Bx6 W 1.4.1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE OUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8' SEE PLAN - s _ (+X)"-0'• FM-12x18 12" CONTINUOUS 18" - (2) #5's 7MC-12x18 12" CONTINUOUS 161 - ) s #5 IN CURB VARIES TE-2 12" --Mwrs FM-12x12 12" 1 CONTINUOUS 12" 2 #6s + ^ S N. RONALD REAGAN BL LONGWOOD, FL32750. PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA P. 0003325 C ;:EE SU13MV. As X.074 ABBOTT PARK LOT #7 BLK #7 PROJECT* 04181.000-07071 MOIDEL, 4EWB "1499-FREEPORT" GARAGE SKIING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C D TE 10/12/20 SCALE: 1/4"=1"-0" SHEET s1 30- MIN. EACH WAY MONOLITHIC FOOTING z } t. z STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED .° — - <.-. CELL SEE PLAN FOR SIZE AND $ d 0 CELL SEE PLAN FOR SIZE AND a . O SPACING REQUIREMENTS 0 SPACING REQUIREMENTS a_ t W U w .{� ... .1 Ja. �I �_ °^ GARAGE DOOR W RECESS U a N FM N - Z 8"CMU WALL O 8" CMU WALL f I CORNER BARS, SAME SIZE AS LARGER BAR W Lu 8° O o ? IN FOUNDATION WITH 30" LEG EACH W U .- p•- > WAY AT ALL CHANGES IN DIRECTIONS N to TOP OF SLAB I ., SO THAT THE STEEL REINF. IS CONTINUOUS - •- �ARAOE MATCH AMOUNT OF CONTINUOUS BARS CURB FOR a EXT. PORCH SLAB -° SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (,-STORY) 18" EXT. PORCH SLABCHAMFER [7AND SEE SLAB SCHEDULE '" d I I° CONTINUOUS STEEL MONOLITHIC LL FOOTING REINFORCEMENT SEE SCHEDULE 1C s 0 MASONRY UNITS SET AT ELEV: W/ 1l2" ISOLATION ., ° JOINT (WHERE 6' CHAMFER (2-STORY) #4 24^ W/ 1/2" ISOLATIONCHAMFER (i-STORY) (2-STORY) .: p,A„ APPLICABLE) z SEE SCHEDULE #6 30" JOINT (WHERE APPLICABLE) Z SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING f FOR WxD, BAR SIZE„ xD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iN AND BAR QUANTITY AR QUANTITY NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), LINO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0" n 2 @GARAGE B°ALE:34"=''-°" �� CORNER BARS DETAIL %1 DOOR OPENING SCALE: 3/4"=V-0" `F SGALE: 3/4"=V-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 NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL PLAN W p CL ( 2x4 OR 2x6 WOOD BEARINGIPROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING WALL WI SYP No 2 STUDS SEE PROVIDE BLOCKING ,0 NEW REINF. BAR No 2 STUDS SEE PLANS FO SECURE PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE SECURED WI 2-PART SPACING. SINGLE BTM. PLA BTM. PLATE TO BE PT. 2" CAPPED 0= o_ g EPDXY. MIN. EMBED 1Yt"xp" WEDGE ANCHOR W/ 2" WEDGE TO BE PT. PROVIDE DBL. T SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO GALVANIZED PIPE -� d 8", UNO J¢ I] FOLLOW ALL F. PLATEWASHER EPDXY Y1/2" EMBED. MIN. 16" OC SLAB W/10d MASONRY W/FLANGE BASE SPECIFICATIONS FOR NS N t¢¢Y SIMPSON SPH4 OR SPH6MAX.ADDITIONAL GERED. MENAIL 16" O/C TGP,LUSE m AND I BTM AND TOP PLATE CONNECTORS NOT 4 m H PREPARATION OF O COMMON NAILS FILL A�w REQUIRED WHEN NO HOLE. a: HOLES, DO NOT USE 10d WUPLIFT IS PRESENT. SECURE FLANGE TO x 3"SEE SLAB SCHEDULE SEE SLAB SCHEDULE SLAB WI(4)1/4" X 2 1/4" p ¢ TAPCONS � Q . p•-p^ * 0' 0" Qi TOP OF SLAB OP OF SLAB 4" CHAMFER(1STORY)6" CHAMFER (2-STORY)ULE =AND EQ, EQ. EE SCHEDULE SIZE FOR WxD, BAR SIZE ADDING BAR TO NTITY AND BAR QUANTITY BOLLARD MONOLITHIC FOUNDATION %,INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 5 G V T scALE:3a"=,'o" (W/ UPLIFT) SCALE:34"=,'(Y' SCALE:34"=1'-0" scALE:3/C=,'-0" (NO UPLIFT) LAP TOP PLATE A MIN. OF 48" ---.�� AND NAIL WI 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 WI PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE d a PLANS FOR SPACING, SINGLE SECURE BT. PLATE TO O BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL Lu 16" O/C STAGGERED. ADDITIONAL METAL U a CONNECTORS NOT REQUIRED WHEN NO 0: V7 O 8" CMU WALL UPLIFT IS PRESENT. n Z - TOP OF SLAB ~S�~ SEE SLAB SCHEDULE I17~ SEE SLAB SCHEDULE Z TOP OF SLAB a • = "ISOLATED" COLUMN PAD `m n CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE I SEE SCHEDULE rY . FOR BAR SIZE / IV FOR WxD, BAR SIZE 13ARWxD AND BAR QUANTITY aF— 555�� AND BAR QUANTITY I, x /I✓ COMBINED EXTERIOR MONO - INTERIOR FOUNDATION WOODWALLSEP OTING AND COL. PAD (NO UPLIFT) SCALE: 3/4"=,'-0" i44i N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA N: 0003325 4 $ L4 E i '-stmum as LOT ABBOTT PARK LOT #7 BLK #7 PROJECT* 04181.000-07071 MODELa 4EWB "1499-FREEPORT" GARAGE 911111ING: LEFT PAGE: DETAILS 160 MPH EXP. C a aA�TE°" 10/12, SCALE: 1/4"=1'—O" SKEET S1.1A DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN 8t LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA t: 0003325 LA Y $ lillik 1SVUDM ae LOT ABBOTT PARK LOT #7 BLK #7 PROJECT* 04181.000-07071 MODEL: 4EWB "1499—FREEPORT" GARAGE BTaNG: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C t AR NO 93M J ppmer DATM 10/12/20 SCALE: 1/4"=1'-0" MMET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK Ir GROUTED BOND BEAM VARIES PER ELE a_ .I as CLEAN OUT REQUIRED OQ' FOR INSPECTION m "FIN. FLR. A0'- TIE RTICAL REBAR ° a TO HORIZONTAL 4.- REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Z_ W 43 18" g >O #4 24" U #5 30" #6 36 #T 42" HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" i � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS K mW a. U h i 8"CMU WALL mm TOP OF SLAB 4' TOP OF SLAB ' SEE SLAB SCHEDULE W a EXT. PORCH SLAB BAR SIZE 48 BAR DIA. > e 4' CHAMFER (1-STORY) O W/ 1/Z ISOLATION 6" CHAMFER (2-STORY) #3 18" U e JOINT (WHERE f 1:4 24" APPLICABLE) i o MATCH, per 30• � 6' PVC CHASE PER SCHEDULE I 6" PVC CHASE THRU FOOTING REINFORCEMENT THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE �THRU FOOTING 4 SCALE: 3I4"=1'-0" #5 BARS �1 8 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003328 E a aUIBDM ae LOT ABBOTT PARK LOT #7 BLK #7 PROJECT* 04181.000-07071 MODMIU 4EWB "1499-FREEPORT" GARAGE arIIMG: LEFT PAGE: DETAILS 160 MPH EXP. C ■ �� DA7W: 10/12/20 aCALE: 1/4"=1'-0" of= a s1.2A M.71,kyf`ileVielt*3 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HIOA OR LGT2 W/ 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 METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS, 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RZUM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (pa1J ��. REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFPLFOAD18 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH woe WE 'M"* WN 'Passe 3PN /Pas4M TYPE LENGTH 8U RCMU TYPE LENGTH ai7T ers3T IF12-IT VIM ene4T wtsar WA4T wd2r V244T raw WAIM one aa 01,T et4an 8U8 Ma/e ePtan male .. el a,-,e ernne Nm-n V4r PRECAST 229, M me em ew ew MWool S-r (M PRECAST ,026 1024 1688 3'4T (42') PRECAST ,w Mi ail ""' 4w mn22 70M 3w 4w 0113 "a w4 10M4 11w ,w Mee 4304 em Mas 70011 4'-0' (48•) PRECAST i9e6 20M 2n1 3w 4w wt 7w NOT 4-0' (481 PRECAST 765 M1309 4'47 (48•) PRECAST tw Mi 3w 3w 4670 asM am me 4w Mss 7M7 w4 IM ,iw 1w Mse 3w 3m 4070 m am4 'B• tW9 loss His mt asi 4m ew nM 4'JS• (649 PRECAST 892 69t 7073 4'-0' (64� PRECAST Iw 2w 27w an 4w 4711 amPRECAST Ilse 4m N12 M? 4M2 /0M4 ,tw Iowa 2w 27w ease 4043 4741 asn B4• (64� PRECAST 1217 1w ME lie M= e,M ■ee 4m B4• (649 PRECAST Nt 411 746 94• (34� PRECAST We 171 2m 2w 3w 3set 4822 1w 3w M MI. 7M ,Me 171E am Mi 3w 31M 4622 117-10• Cro7 PRECAST 1oe2 1105 t17a tM, == Mi 2021 Mm B,p ) PRECAST 9W 398 616 9-,0 CM PRECAST w ,ir M12 2/w MM 41M 14M Mas 4w 7 71M eaM w Lew Iw 21i 2,w w0 ON S4T (767 PRECAST 906 ,m :tn Mse mi 37w 4w iM S41' (�") PRECAST 807 721 49D S4P 1737 PRECAST w , 2w sm 1m 2177 Mi w1 w0 Iw w i w ,w 2m 2m 2M1 27/2 T4r (BO') PRECAST 743 ,Mt 1m 2w 2m me ass, aei T4P l30") PRECAST 42/ l774 383 T$ (W') PRECAST 727 t t 2ii am MH 1720 MM 3w Met eas7 3472 12M ,w 202e JI M 227 3m W-V 11 PRECAST ( fib/ w 1m ,w m4 Mi mt >m (,12") PRECAST 328 812 280 9'4' (112� PRECAST m m 11 ,47 III 2,67 2w m 1m loss 2m 3m am.44' eM w 1318 1w 1/i 2w 2w ,04I' , ( 26') PRECAST {76 w w 1'4a 2w vn 2m me +ar (,2B') PRECAST 2b, 401 iB0 ta4f' (126� PRECAST w m w „ , , m, w Iw teas ms m, 47M w w 1110 t472 ,m ms 234 11,,4, , ( PRECAST 302 w w tw ,w :m 31n 4w W-C (136n PRECAST 260 462 164 ,1'-4' (136•) PRECAST 474 set w iw im w w tw N4e 2ss2 3ta 4w 4M w t Mn ,W asMw 21se 12-V (144') PRECAST 337 w m tm /i1 2t0! Mi aw 12-V (144') PRECAST 244 402 137 124- (144') PRECAST 470 4se A4 w , 1 w w ,m 11M 2ss0 2w 2w 4n w w ,w 2076 13'4• (160•) PRECAST 29S 471 7= tw Ism is 2m 2w 13'4• (1W) PRECAST 217 324 110 IT-C (180") PRECAST 4i w w m w 1 1m 47, m tm 14i 7w as7e ma 433 4i m 11i M1 1w 14'-0' (186� PRECAST ny 4M 70e 1w uM Lew 2,n 2i0 14'-0` (168I PRECAST 206 293 100 14'4Y (188� PRECAST M, w w 724 w im 4i m 1w /821 iw 21n 2aso 410 4M 717 IM ISINIms 1807 14'4P (178) PRESTRE88ED N.R.4i M M NR NR Mt Not Nit IN-C (176n PRE87AESW N.R.284 91 14'-6• (170•) PRES7R� m IN m w w w en w w m 1M ii2t ,m m 1m Iw 2m m7 2R2 164' (184') PRE67RIESM[NAL NI MR "" NR Mt NR Mt 194• (164') PREFFMI D N.R. 2W 83 ,S-Y (1841 PRE81RE88ED m m Ma m 4M MS w w m et, 1064. iw N2 710 1m 1m 20M 212D m3 W4' 13689 fM7E8TREB8E0NA 7i NR NR to 7R NR Not 1T4• (203"J PREBTRESB® N.R. 19a N 1T4• (�I9 m m 40e w 01 740 w m 1271 m 14n 3110 am w 1321 tw ssss Iota 19'4'NR MnC232") PRESTRE88EDN.R. NR MR NR NR iN 194' (232") PRE N.R. 74B 62 194' (232') m m 447 eN M7 747 m 4M m ,Ow im IMe 17te m 4M w M7 iw 21'4'NR C1WI PPESIRE88ED M NR M 7i iR MR NR 21'-W OW) PRESI N.R 125 42 21'4" (266') 2M w w 410 w w 1M w w w NR ,MR m loo m m w m m wlee w 1w zr-v Aq M Mt MI MR- - --7R.- 1R.- �� Mir) PRIXI NR 1 88 40 2T4F -CWn EnE.- m w M3 w w w24'-0• Me w m ,a7 1m +w Mn PRESTRENO M Mt NR Mt Not Nt 144 N4M C�33") PRE N.R 91 33 24'4Y mr 1n m m Me M2 41115 4u w w m w m Ise m 4M ON /M fw 1ffi (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALUES TAKEN FROM •SAFE LOAD TABLES' BY GISTCRETE MAY 2018 EDITION • PRECAST PROMICf8 BY OTHERS TO MEET OR SIC® VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE M9MAUA 4.OF BEARING PAST EACH SIDE OF VMDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 LIFT BEAM PLAN SCALE: 1/4" = 1'-V -- Il N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.eom AA 0: 0003325 � p6 T g z q loll, aURIDIV. ae L40lil ABBOTT PARK LOT #7 BLK #7 PPtOJMCT# 04181.000-07071 MODMI. 4EWB "1499-FREEPORT" GARJ*LOR BWU40: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR WI 10" HOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.8 x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM CO 1#6 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL HE GATE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST '45 �\,\•� TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8"xi6" ip 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND S PLACED. THE STEEL REINFORCING ORBTHE BOTTOMEAM IS BOND ED AND A LINTEL I BOND BEAM IS TO CONTINUOUS THROUGH THE I , 1#5 / TOP OF THE LINTEL. pvg \�' O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. / ,��•�' $ � OND TOP OF BEAM W/ (8X16 DEL B #5 BAR BOND BEAM ' /\O EACH COURSE G 8x8 BOND BEAM TOP OF • W/ BAR .�. BOND BEAM I \\AC U = UINFEDE I GROUT GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S,RSE IN 2ND BOND BEAM COUBEAM, IF FILLED LINTEL. SEE NOTE 5 A\� 16-1 M/ 8x8 PRE T/ 1 B -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) (GEC NOMINAL�� LENGTH OF BAR= WIDTH OF MASONRY Q� HEIGHT # OF #5'S, TOP $ OPENING -2" ITISTHIS ENGINEER'S INTENT BONG BEAM COURSE OR q 2 BEAM DESIGNATION THATXFXX-1T/iWOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1'-0" AND XFXX-1T/OM/08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(0) REFER IT IS THIS ENGINEER'S INTENT AND XUXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX-1T/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST ., 3 114" d' WINDOW 'SLOPE SILL Z a TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 d N, RONALD REAGAN EllLONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003326 } 1 a I5 77` 8USDIV. & LOT ABBOTT PARK LOT #7 BLK #7 Pnon=T# 04181.000-07071 UODEL1 4EWB "1499—FREEPORT" GARAGE S7rINC: LEFT PACE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER Q 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-O", 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. ARO. FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN 81. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774 4078 www.ebdsslgngroup.com L AA N: 0003325 F f i SVHDIV" ds w ABBOTT PARK LOT #7 BILK #7 PROJECT* 04181.000-07071 MODEZ: 4EWB "1499-FREEPORT" GARAGE Il7RNG: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C A-(1) SIMPSON HETA+6 TRUSS ANCHOR WITH (9)10d x 1 � NAILS TO TRUSS PLYWOOD SHEATHING, SEE 1100 UPLIFT SIMPSON B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOFNJALLIFLOOR H HTSM20 (12)16d x 1 J" NAILS TO TRUSS SHEATHING FASTENER SCHEDULE" TRUSS AND (4)1/4" x 2 1I4" AND O1/ ' x DBL STRAP, 1 EACH SIDE WRAPS UP AND TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP fF2 2" x 4", 1900 UPLIFT (2) (16) 10d x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED H EDONSIMPSON HPPOSI INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA78 TRUSS ANCHORS W/ tOd NAILS, 2 ROWS, 3" OPPOSITE FACES OF WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE BLOCK WALL W/1010d TO ADDITIONAL PLY MAX. TO TRUSS AND x 2 7/4" 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS H RS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. CONT POURED LINTEL 2x SECURED W/ (3) i6d GALV. COMMON NAILS. ENGINEERED WOOD lx2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW .AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = UA810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 2" COVER & 2" APART REPAIR OF MULTIPLE TYPICAL TRUSS/ 1a 1b 1c � MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 3 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) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 6'-0" MAX (W/1 X4) R 10'-0" MAX (W/2X4) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT 2X4 DIAGONAL BTM. CHORD COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 1x4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING SEAMS) 0'-0" TO 30'-0' (1) "X" BRACE BRACING SEE LOCATION VERIFY 30'-1" i0 80'-0 (3)'OC' BRACE SECURE 2x8 PT. PLATE `` ````IllIII,,,,, PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. 41 >a> MAY NOT BE W/ 112" DIA. ANCHOR BOLT W/ 2" (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT Wl2" iv F 0_ F REQUIRED WASHER SET IN HIGH FROM CENTER TO END. WASHER SET IN HIGH STRENGTH EPDXY 5' MIN. 2x WOOD FASCIA, STRENGTH EPDXY 6" MIN. EMBED, AT 32" OC BTM. CHORD OF EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. SEE ARCHITECTURAL MAX, WOOD ROOF TRUSSES PLATE W/ 12d's 8" O.C. MAX RE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P3. PLATE W/ 12d's 8" POURED STIFFBACK (AS PER O.C. MAX LINTEL COURSE LINTEL TRUSS ENG) CONT. 2x4 SECURED W/ (2) I0d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. lx4 BTM. CHORD BRACING 8'-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF CONT. 2x4 SECURED W/ (2)10d's @ EACH 19-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. SEE SCHEDULE FOR COMMON NAILS AT EACH CHORD BOND BEAM RED. INTERSECTION TYP. BTM. CHORD BRACING r l GABLE END BRACING W/ PRE-ENG c SCALE:3/4"=V-9' GABLE TRUSS @ CMU WALL A 4 SCALE: 3/4"=1'-V' LOCKWALL W/ GABLE END DBLOCK TRUSS scALE:34"=+'-o" NOTCH DEPTH 1/4•D HOLE EDGE >5l8" THE USE OF ALTERNATE MATERIALS MAY BE HOLE DIAMETER <2/5'D SGL. STUD USED SO LONG AS THEY CONFORM TO THE OUTER 1/3 FOLLOWING SPAN ONLY°F HOLE EDGE >6/8" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _ A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fi AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE 01 THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 BTM. HOLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE <3/5'D DBL. STUD SUBJECT TO Ft AND F2 FORCES, STUD NOTCHING AND BORING LIMITS 8 SCALE: i I-- ALTERNATE MATERIALS S SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.eom L AA $: 0003325 s C i tr ■ o 6 SUBDM 89 LOT: ABBOTT PARK LOT #7 BLK #7 PROJECT 04181.000 07071 MODEU 4EWB "1499—FREEPORT" GARAGE RWING: LEFT PAGE: DETAILS %160 MPH EXP. G CT RO�A H A ABODGKO CRA L AA NO 9WM A D r`. 10/12/20 SCALE: 1/4"=1'—O" SHEET S3.1A VTCR SPACING (1) AT EACH END 4U,1y1�1 I �1�1 2x4 BLOCKING BETWEEN TRUSSES VTCR AND V-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d (oEA. 4'-0" O.C. (AT SHEATHING SE E TO TRUSS (DIAG. BRACE COVER 5 TRUSSES) 0'-U' TO 30'-V (1) "X' BRACE 1 yj j 30'-1" TO 60'-0 (3) W BRACE PRE-ENG GABLE TRUSS 4t�111j (1)'X' BRACE 0 CENTER (2) W BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND \ FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) �I(' \ PLYWOOD SHEATHING, SEE 'I "ROOFMALL/FLOOR \ IL SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW tx2,2x WOOD FASCIAr NNECTION PER SEE ARCHITECTURALUSS MFG. 2x SECURED W/ (3)16d WOOD GALV. COMMON NAILS. 24" O/C, 1x2 SECURED W/ 10d P DRAWINGS OMMON NAILS CONTSECU 2x4ED RATRUNPRE-ENGINEERED 12" OIC 12" O/C AL SECURED W/ (2) 12d's MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS � W/ HIPRETURN�SCALE:3/4=1'-0" L"i N. RONALD REAGAN 81 LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com L AA N: 0003325 f a C oa = 5 OUBDIV. Aa LOT ABBOTT PARK LOT #7 BLK #7 PROJECT* 04181.000-07071 MODEIA 4EWB "1499-FREEPOV' GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C L NO 93M PIUNT DATM 10/12c/20 8CAIX: 1/4"=1'-0" OIiEET S3.1B A rJ i • q w GABLE -EFU ROOF WIND DEIGN PRESSURES — ZONE 1 = 18.56 PSF (28.56) ZONE 2 = 32.94 PSF (42.94) ZONE 3 = 56.39 PSF (66.39) 'A"= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:"C' RISK CATAGORY: II APPLICABLE INTERNAL. PRESSURE COEFFICIENT ♦- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/19- O.S.B.OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 21/2" 0.120" 170,000 N ( 6-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 21/2" 0,120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL 8 TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1 /2" COX OR 7119" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @j 4" O.C. TOP & BOTTOM EDGES J Q i9 � W , � LL U 00 . J rn0 0 4Z . m . Y lz z 2 ' N O . Z w �w Z = U on 0 (7 e z ER M TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. SS RAFTER OR TRU omP cuaerwnlr -_ ---_.. ILM[291 ., �WIm ROOF SHEATHING LAYOUT AND END BRACING FOR GABLE END FRAMINO Sd RING SHANK GUN NAILS 6" O.C. IN FIELD Bd RING SHANK GUN NAILS (N 12" O.C. IN FIELD or SKI x 21/2" SCREW SHANK PNEUMATIC SCREW -NAILS ® 12" 0.En,IN FIELD J\ I TY. 3/4'" 1 &U JUI3+LUUH UtUKIINU ULUtU I U ALL tAHUJtU MhNI GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM CM. MAA10MUM AGGREGATE SIZE SHALL BE 3W.. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%NR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, 681 EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb =1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-MBER E NISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLABSON-GROUND WHERE INDICATED ON ELASTICITY = PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL 011, COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEMIS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE A PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES TREATED. ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS. WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347. W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID B WING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. 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, 6M EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-0' OC, EACH WAY, TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE *NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A616 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPINVTCA BCSI V VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 paf RANI WOOD TRUSSES. 20 psf TOP CHORD -non-conaxrenl TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 10 Psf BTM CHORD -mD-concurrent #5 BAR - 30" #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1.1982. 16 psf TOP CHORD p 70P CHORD (7 (1 D$f w/ No GYPCRETE) (7 paf wl ASPHALT SHINGLES) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 5 P af BTM CHORD 10 BTM CHORD 6 THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10pef MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Paf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pef RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WINO: DEAD LOAD SPEED =1R2017) MPH 3- SECOND GUST (NICE (FBC EXPOSURE C, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT UNINHABITABLE ATTIC WITH LIMITED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: iW ATTIC LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT IT STORAGE: 20ps/, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pai, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50Daf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40w, SLEEPING ROOMS: SOW, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION dODaf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER, SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES' (ACI 5301 ASCE 5/TMS 402. BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. AN I MANUFACTURED IN CONFORMANCE WITH ASTM CIO, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SU&GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL SE 3l8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS. AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S 4/- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SEW. COMPLY WITH ALL THE REQUIREMENTS OF ACI 331 AND ASTM C-94OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED M ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE MATH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOM: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): & FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1.11Y FOR OB AND SMALLER 2' FOR MI AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-1R' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., LINO STRUCTURALSTEEL: 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 A36, Fy - 36 ksl FOR ANGLES, PLATES, AND W-SHAPES, STRUCTURAL TUBING SHALL BE ASTM A-500. GRADE B. Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTMS3, GRADE S. TYPE E OR S, Fy = 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APRN:ATON 8D£ TYPE BPACIND ISPACNG REA,ARK9 1A2PTFURRINGTO 1. 90NRY/CPC. GSE NAROENEO COK NAIL IIYY LON6, B GARAGE DOOR BUCK TO Ml90NRY,'(�NC. /.SPIER TMCON MA9OMY FASTENER a 11rY EMBED., 4'ENOOIST., 2EOGE D*T. 9GD, AL. E%T. DOORS CASE IURDENEDCOIL B'dC WINDOWYDOOWFASTENED GARAGE DOOR BUCK I Du. wl 4'EMBED., 4•EFD D6T, ,A PT, BEE NOTEB NAIL ilt°LONG. STAGGERED INTO MASONRYICONC. TO MA90NRwOONC. WAeNER EXPAN910N BOLT f4.OlC 3' EWE D.I. wBxxWY a/« cvsE NARDfNFD caL o-ac walDowmoowFASTErffD -To CONTACT THIS ENGINEER FOR SPACING ,. PT, SEE NOTE6 NMl 11fS LONG. STAGGERED INro AM90NRrICONC. MAsalRrl coup REQUIREMENTS DOdT IR)3I18"OIA. "TAPCOM IB`O'L „rYEM9ED,BEND. NONBEARING WOOD 1YY EXxT- 4"EMBED.MENO SUCK 9,PT,SEENOTE6 NO WASHER FASTNER DIST., 11?EDGE GIST, WALL TO CONC. SLAB DISTExi.9WIN0 ASHER BOLT ., 3•EDOE DIRT 3x PT WMOaN �CK 0.138'PAF a319" YCIC 4'fND. DIST.,11? PT TO9TEEL COL., SEE W1 WASHER STAGGERED EDGE DIET. NOTES NOT 1STAPLES SHALL NOT BE USEDFOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAP 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. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. s441 N. RO BLVD LONGW 32750 PH: 407-77443076 FAX: 407-774•-40781 www.abdesigngroup.com AA M: 0003325 SVS M Ae LOT ABBOTT PARK LOT #7 BLK #7 PROJECT 04181.0 0 07071 it ODZIi 4EWB "1499-FREEPORT" GARAGE 8WtNG: LEFT PACE: DETAILS 160 MPH EXP. C D � 10/12/20 sOAXX: 1/4'=1'-0" a zT SN1 i men r-=