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HomeMy WebLinkAbout7757 Broad Pointe Dr„, o' 99 99 0 0 12393ELBLAYTON 12602 TELECOM MRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 � W1�W PREVP1l.1NG W ORK SHP�� COMpN G OODE, ALA ��0Rjt)N V1tDOpE, NADotA C OF 7s?HVRWILLS gg) -(WE ORDINPNCEg JUN �' 20 REv� p ZEP YRHI cl-fyHOMES PLAN EXAMINER • 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 B� CW& gry Epp (gpl� • AIL 10M MD STATE WDEB -OCCUPANCY -RESIDENTIAL GROUP R3 :CONSTRUCTION TYPE — VB •YIN. INTERIOR FDHSH - CLASS B . BASIC WIND SPEED - Vu►t=160 MPH Vasa=124 MPH •EXPOSURE - C •I -STORY RESIDENCE •2-STORY RESIDENCE - YAX. HEIGHT AS PER LOCAL AND STATE CODES ARV. A/C A/C ALT. AMP B. CL CAB. CLG. CONC. CPY. C.T. D. DBL. D.G. DU. DIM. DISP. OF. DR D.S. D DW. EA. ELEV. E Q. EXH. EXT. F.G./FX. F.G. FIN. FL R FLUOR FR. DR PTO. GA. GAR. DISP. O.P.I. GL. GYP. BD. H.B. N.C. HD R HOT, IIORNT WT. ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE BOAAMPRD BOARD CENTERLINE CABINET CEILING CONCCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND-FAULTT.O.P. INTERRUPTERT.G.SCIRCUIT. GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER INSULATION INTERIOR LAV. M,C.LUM M.C. WIL MIN. M.T. MTD. MIL. N.T.S. PL P.B. PH. PLY. PLYWD. PR P.T. R. BAD. RAG. REF. RM. sa S.D. S.H. RHT. SHTHGWR_ SHWR SIN. SL. SL. GL. STD. SWS TEMP. THK. T.O.C. TYP. U.N.O. V.P. W. wn. WDw. w/L LAVATORY MEDLUMICINE MEDICINE CARNET MANUFACTURER MET NIMUM MET- MOUNTED MOUNTHD METAL NOT TO SCALE PR CENTER PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SINGLE HUNG SMOKEHUNG OAROLAND SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDINGGLASS STANDARD SHEARWALL SECTION TEMPEREDGLASS THICK TOP OF CURB TOP OF PLATE Top OF TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WINDOW WATERWRRHTIR N DATE DESCRIPTION OW" DID SET Imp ARCHITECTURAL SHEET DESCRIPTION 0641M ADDED LED LIGHTS TO KITCHEN 4 SAn1110" PER MARK BOAS PG PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al -FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG P1 -PLUMBING PLAN PG Dl—DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3TOTAL —WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6—WALL ASSEMBLY DETAILS c6aim ADDED EXTENDED OVERHANG AT REAR DOOR OTlO7/H ADDED BOLLARD AND REMOVED BMUF ODOR M O.BATH O°M"g �vreED LAIer>E SAND BELOW uaNDow TO s' eArro TO MATCH OARa�e vVAA% FRE"X REVISIONS IOA!/B ADDED BOD LAYOUT IOa5/5 ADDED 4' TO G 08ET M BEDROLW 1.3 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: A. A CHACRA 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 LIVING i246 SQ. FT. ENTRY E 2421 Ga FT. ENTRY 21 sa. FT. 8od0 PATIO I W SSa FT' STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.lA—DETAILS PG S3—FRAMING PLAN PG S3.IA—DETAILS PG S3.1B—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 DETADING, OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIRCATION. AB DESIGN GROUP WFILL 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 BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTlON BASED ON THE DRAWING SET. L44i N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA Y: 0003325 g !;IE $UBDIV. & LOT. ABBOTT PARK LOT #4 BLK #10 PROJECTp 04181.000-04103 MODEL: 3ELB 1239- LAYTON" GARAGE OWING: LEFT PAGE: COVER SHEET 160 MPH EXP. C D 11/25/18 BTCALE: 1/4"=1'-0" SHEET C1 GENERAL NOTES 81ITE WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). fb EDITION, (2017) AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. 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 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0 BEYOND NEW FOOTING LINE. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 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 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %rINCH GYPSUM BOARD OR EQUIVALENT, 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6• WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMLIIut DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLIIMBMIO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %* PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 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. 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 FINNNIES 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-C1063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 1"FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. FIRE RESWANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 11/2 GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE 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 CEIUM 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 1 114" TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774,6076 FAX 407-7744078 www.abdoslgngrouµoom L AA M: 0003325 a [ -4 axmDIv. ac LAT: ABBOTT PARK LOT #4 BLK #10 PROJECT 04181.006 04103 MODZIA 3ELB "1239-LAYTON" CA,RAGZ SIWMG: LEFT PAGL': GENERAL NOTES 160 MPH EXP. C Dw 11/25/19 BCA=: 1/4"=1'-O" 8*WXT GN a MI � - . 0 � O � � i m m 1 � roll ;1 61 o � ;► ATTIC C _ o !I � ♦7�'�i-r OII -M'IG• ollla olllo o M � m oiOn - 8'-4' S'•4' FLOOR PLAN SCALE- 1/4' EXTERIOR MASONRY SQ.FT. CALC. S WALL DRG' HEIGHTS LIVMG 1;39 SQ. FT. ® GARAGE 248 SQ. FT. 8'-O' BIaG. ERM 21 SQ. FT. TOTAL 1,508 SQ. FT. 8xW PATIO 8O SQ. FT. 00 0NwMOQ.Am=w1OL0AD8 8A9O M BPO81ME RM SOMDG1MM8 CM881O8 Sam DOZE TMOWHODMAU MBWM:B NOTWE FODRAOE MIN. WINDOW IV 5 34/-48 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA BGD. MIN. 41 5 31/-39 CRITERIA SOLO O.W.D. t S6 5 29.1/-313 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. - ll'-3" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR STIR ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL W►WD LOAD VALUES FROM THE PRODUCT MANUFACTURER. CO MIOLDAWEft" NOTE= -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENLM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (38 MM) IN THICIQNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN 8L LONGWOOD, FL327W PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com L AA B: 0003326 o 6 BtMDIV. & LOT ABBOTT PARK LOT #4 BLK #10 1pIFtoJmcT# 04181.000-041 3 MODE=a 3ELB "1239—LAYTON" GARAGE BwnNIG: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C i AFICK ECT, STATE OF FLORDA 2rl AABOUCKAM AR NO 93M , DA=: 11/25/19 INCAL.E: 1/4"=1'-O" BD3EET Al ./-14'-5' BLDG. HGT 6' LAP ------------ SIDING 4' RAISED RAND II COACH S LIGHT S'-O' BRG. HGT. I'_O 6' RAISED BAND (TYPJ 0'-0' FIN. FLR - ROOF 6' RAISED DAND (TYPJ *'.0' BRG. HGT. W-0' BRG. HGT.�, I �1TP. IS'X62' DECORATIVE SHUTTER ® 6' RAISED DAND (TYP) --_-----F _ �0� 0 FIN. FLR. 0 -0' FIN. FLP-s FRONT ELEVATION SCALE: 1/4 " 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FDCR R103A S'-0' BRG. HGT. _—_—_ ( I r4D I 0'-0' FIN. FLR -_ W-0' 5R3. HGT. OFF RIDGE VENT AREA OF ATTIC 1690 SQ, FT. NET FREE VENTILATION AREA REQUIRED = 1/30D REQUIRED VENTILATION AREA IM /300 5.60 VENTILATION AREA SO, INCHES PER FT.(144) = 806.4 SO, IN. MIN. REQUIREDVENTILATION .5X 806.4 IN UPPER PORTION OF ATTIC - 403.150, IN. OFF RIDGE VENTILATION AREA 115 Sol IN. PER VENT 403.1 /115 TOTALROF VENTS REQUIRED 3.50609 OTAL ROF VENTS PROVIDED 4 "AREA OF ATTIC 15 THE PERIMTIER OF THE HOUSE, LESSTIEOVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL NO OVERHANGS INCLUDED A17A 306 SINGLE LITE REAR DOOR I OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH ERG. HGT. ----------------- - --- - o0'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 • P-O' TEXTURED FINISH 12 OFF RIDGE VENT OFF RIDGE VENT S'-0' BRG. HGT. ■ I p'-0 II I 4D 0'•0' FIN. FLF:.�, 0'-0' FIN. FLR RIGHT ELEVATION SCALE: V4 • I'-& TEXTURED FINISH 'FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774.4078 www.abdosigngroup.com AA M: 0003326 a: R aysasv. & LG'r ABBOTT PARK LOT #4 BLK #10 PROJECT 04181.00- 04103 MODZIa 3ELB "1239—LAYTON" GARAGE SWING: LEFT PAGE: ELEVATION 1,T„ 160 MPH EXP. C ARCHnE �: 7FLONDA N0;9eV723" AR DATE+ PRirrr 11/25/19 IMICALE: 1/4"=1'-0" skir.w A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e Dev OUTLET 20 N9P SIDLE POLE Rtpv OUTLET PM OUTLET 102 d OUTLET WIND,ro aWIxH ON Ilw OUTLET MON90 111041E0 FALL MIERIN•TER KTAM*ER RESISTING TYPE) m@ 220V OUTLET Tu WIRE OONnTION GFI MO. sYTER-ROOF amen GROUND FAALT N4re1ERN•rEe SWITCH ewTTCH 3-my OPER SWITCH 4-WAY OPER FO WALL MOUNTED LOW CEILM LIGHT © LED CLG LIONT ©Vve, LED VAPOR PROOF LOW O VP VAPOR FROOP LOW OIaCMNNIP CAN eV@O. PAN I OM PER RKa FT. Vpf. FAN RMLRIrt I CR'I FER an FT. FIMINR KSPGUL rED BY 2-BULB YRAP ® p� ARt71sO [RECESSED) 2-BLB WIMP • (SII. MNT) ARVIND �—� I. MA OIRENGWT 4'P-uomdCENr p 1-o--v--�v4 C 4' TRACK LkWT 0 PANEL sib METER O SA. SM1ol@ DaTBCTQa YTT PLAGLIYs IYLtlO� rM WALL MOUNTED BAT- r NACKd l I andQ DVWTCM WLHA®N� ® 6/CO cANEDN E4OKE I2EfEOpOR 7 COMIND eAn. seecalP uv MMN-e �VLeC as DRTMiaS L OF NOT WIN THEN 4' PROM WALL PENDANT LINT LPG NATURAL 6" OUTLET TELEPHONEAAC K WR�� D2tjgy EYAai1@ pocoma= TELEVISION JACK►il:— To KE MrroRiw IN O U-ECx ArcoI4DANe[ Wr B04a MARKIND AS, R1014 FOR Rso- 0=-REMAINED CELMa FAN&OHT ro BE wFrolmm M AOCOI WBOX MARKED AS SUCH POR AGGII 24• INCANDESCENT UGFO STRIP pp�ppp H• McwmeeCIW LkINT STAaP nnnnonnnn 41V NCMOIOCeR LIONT tN1EP FLOOD Lmw OPT. SECURITY KEYPAD • P.B. PUBW41UTTON I FOR CHIMES 111E NOWT • LOCATION OF TV -CKS 4 PHONE OUTLETS, 4 PANS TO DE VilyIM) a HOMBOWIlR N!-CONETRI=rIO4 MEETN& • ALL E A 30 AMP BRANCH CIRCUITS TO BE ARC PALLT PROTECTED PER ELECTRICAL P'ROV1411" OF am f2a"I I 7Ma EDITICK •TN E'. • AMIP DEDICATED n 9 M Y CIIRCU [ITCH IT • 1D9 • NLAND (HOT ON KITCHEN CIRCUIT) O Di$• TO4A LOOKOUT M PANEL DHAU0T • BAHRO49M FAN MT FAN TO HAVE MIN. OP CAPAPROM RMITT DD OIM INTERMITTENT SB t:1T'I MIER11T1[Nt PER ELECTRICAL PTRONMOPE OF L IO "LOTION MEOT3 I • LAU DAY ROOT REClPTA0.[ SMALL B@ GROUND PAULT CIPWW-SOERIRPM R PROTECTION I = PERSONNEL ON PEEDW • II104 METHOD SHALL BE NON METALLIC GABLE PER ELECTRICAL PWV 0106 OF PISM 61M M 001111 ALL WOW TO COMPLY WITH ELECTRICAL PROVISIOHO OF T/t FBCAR lk m r2e112 • M7112 MY ISUILOBS AND I" OF - Omm NET BE R4ERBY B44C1®dT TV" MR HOOD WIRE W/ OUTLET FOR FUTURE MICRO. AS REC. PER 15LM CODE ELECTRICAL PLAN SCALE, 1/4' a I'-0' t� PANEL: A PANEL: 42 crt. breaker VOLTAGE: 1201240 V -lPh MAIN: 150 Amp M.L.O. FEEDER: 3. #1/0 Cu TI-WN 8 1- 06 Cu (G) In 2" C. OR 3-M410 AL THWN S 1-M4 CU (0) in 2" C. Wln PHa Wa Detonation watts Ckait cimb WYR D—ripsa Sb P.I. VA . a 2 m AK: AHU-1 a1•t•, W KVA t 85% am + 3 2 4 44W N.C. NC 0.U.-1 40 1 Me Me 2 50 Range 120m 8 4500 Water Hats 26 2 010 Mo 2 30 Dryer 50pp 9 10 15W WaOm GFI 20 1 M12 n u M12 1 20 01 Der GFI 50D 13 14 12DD G•hwa.hsr GFI 20 1 012 M72 1 20 8-k. / Celt. Manor. DteNore AFCI em 16 18 12m RaN .Thor 20 1 012 Mil 1 20 Small A plluwa 1500 17 18 ism Ezhlur Flood / Mk,— m 1 012 M/4 1 1 18 l0werml Ught •no Rto AFCI 9m /9 m 1500 [$..It A Nam. m 1 M12 014 1 13 II.Nm RoornR .el•.AFCI 900 21 22 1600 Mato ele./Lwn 0. dl. On 20 1 012 014 1 15 OWners Bte h— am 23 24 am Own—B,b Lig. .n1R r.. AFCI 15 1 M14 $14 1 15 Bdm. R UgHts and AwIptecieI AFCI 9m 25 28 9m 2no Roar Nall Lights and Rto aclw 15 1 014 014 1 15 Bdm. 03 Ughts and R eclat AFCI 900 27 28 500 Irrigation 0419 15 1 614 014 1 15 Ben. N UgIft Ind Rto./ Bath 02 AFCI 9m 29 30 em O Outdoor Witte 15 1 M14 014 1 15 Foyer Intl St"AFCI m0 31 32 12m .Door Opwa 15 1 012 S 33 34 Ste g 38 w s - spare 37 m Span g 39 40 .. Spa,• 41 .2 g t. Lad •ubl. W dancer 9ct.r or.0.dom / Una 76900 21700 Lad to dto,t,d tcta alwirbn / Ice Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NONCONCQENT LOAD SR: GROUND FAULT NWRRUPTER Total lad subject to demand actor 1 675M ' Find 10000 Wrb at t00% 10000 emtnin WtlA 940% 19m0 Tot. NC latl 101A I. Uu. tInIIth I 19m LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Tar Cametw Lad Y4rf. 3D9m TooIl Amp• tImit, 1240 wn.l 12ae _ General L" htin SRocs ilac Load Total A/C S uan F..t _ G•n•rr Ua A Rea 3 IN / s . Ft. Ht. 1 et S5wA l tL! I 00% General Ckt9M G•rarr U. S tow P.W A 12 1239 1 3717 1 65 1 3782 tWC Tat.I—tt. 315 3782 I II LED LIGHTING @ SINGLE LAV. • BATH 02 I � I I - I LED LIGHTING ® SINGLE LAV. OWNER'S BATH 150 AMP ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 61A EDITION C20I1). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROVIDE B0 AMP, 120/240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE W PVC CONDUIT OR PROVIDE 3 4/0 ALUMINUM (AL) IN 2" DIA SCHEDULE W PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. NEUTRAL CALGIILATION, LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3MV VA B IW%, REMAINDER S 3B% NET LOAD: 6,54E VA RANGE, 12j,700 • 10% 8,400 VA DRYER: 5~ • 10% j 0yA TOTAL two I VA NEUTRAL AMPACITY, MASS / 240 a 16 A 92 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 312/0 CU, THUN 4 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN 4 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT B OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE ISDA/2P TELEPHIPINE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS SO AMP I/240 VOLT 1 PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION (2011). S/6" DIA X 6 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngfoup.com AA IS: 0003325 1 43 0 IBM Q �91 Im04 C O fA mm 1UDDIV. Dee LATBBOTT PARKLOT ##4 BLK ##10 PROdIccT# 04181.000-04103 MODEI1 3ELB 1'1239-LAYTON" GARAGE BVrING: LEFT PARTS: ELECTRICAL PLAN 160 MPH EXP. C ARCFfTWr: U3TATE OF FLORIDA /1 F U J I ROLAW A ABOUCH/ACRA AR NO 93723 F-pD"IM 11/2- sCAL.S: 1/4"=1'-0" ax��T E1 PLUMBING PLAN SCALE, 1/4 • 1'-V 2' V.T.R 1 1/2' i I/2 -2'r 1 1/2' I i 1a.�1 i ILAV. 2' V.TR--- 4 I KIT SINK. W/ AUTO VENT --- I 10g SHIMIWC. I 1IR' I U2'� \ 1 I/2' �1 1 1/2' .� I WASHER ,LAV r2' \ 11� , 2 CIO' 1 1/2' I TO MAIN I 1 1/2' 3' I wC' a' I I 3• I7ue I PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdosigngroup.com L AA 0: OOD3325 Q c 0 ABBOTT PARK LOT #4 BLK #10 PROJEM 04181.000-04103 MODZU 3ELB "1239-LAYTON" GARAGE 8WING: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C AMFVWVJ.w DA�1'E: 11/25/19 B1CAtX: 1/4"=1'-0" 8*1mmT P1 IF MR.�,�-rFl 2X4 TOP PLATE — 7 PRE -FAD TRJBS IR' CLG. DON® . F 1/2' DRYWALL ---�_ T`I'Y SECURE ST. — PLATE TO SLAS W/ Wd MASONRY NAIL • 32' O.C. MAX FINFIN. FL� STUDS 024' O.G SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUWx PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSMJJ ON J' OJS.B. SHEATHNG OR;' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT IA' THICK, 2 COAT PORI'LAND---J-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY &-®' FIN. FLR.L AM MAL 2 GAS LINE THRU BLACK w•.r r :� � � � 4�A 1 i�4�Ji44Ti�40TOOJi�4�� yi AMINTO To e 1KR aMLV. sT@L RIM %ltrm&TWA= Ov✓tll R,iD DOOI! or NAIl. .Y OTH M FASTiiD TO 1l.i01,1 TRAM SRAr7CM Iw ploom OT ATROVAI. 110. s GARAGE DOOR JAMBS D1 SCALE: 11/2'-I'-C' FIBERGLASS SHINGLES 2x BLOCKNG BETWEEN TRUSSES OVER `90 FELT PAPER OR PER STRUCTURAL DETAILS FIBERGLASS SHINGLES SYNTHETIC PRODUCT, OVER LA FELT PAPER NSTALLED PER SECTION FIBERGLASS SHINGLES OR SYNTHETIC RWDJ.1 ON J' OAJ5. OVER W FELT PAPER OR PRODUCT, INSTALLED SHEATHING OR k COX SYNTHETIC PRODUCT, PER SECTION Rl".1.1 PLYWOOD SECURED PER PER PER SECTION ON Ik O.SB. SHEATHING FASTENER SCHEDULE STIFFSACK AT ALL UPRIGHTS SHEATHNG OR k COX /SFASTENER SCHEDULE ' GYPSUM BOA OR �' CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER SECURED PER OR 1/2' WW FASTENER SCHEDULE STRENGTH CLG. TYP. PRE-EPKs �• T�ft TYP. BOARD REFERENCE MTL. DRIP EDGE OH• Old. MTL. DRIP EDGE STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER SR ELEVATIONS ELEVATIONS SEE ENERGY CODE FORMS FOR PRE -ENS TRUSS CONT. 2x RAT RUN SECURED PER NSULATION R-VALUES VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT REFERENCE STRUCTURAL SEE ENERGY COE FORMS FOR PER ELEVATION MTL. DRIP EDGE PRE-ENG LADLE TRJSB INSULATION R-VALUES PRE a. GABLE TRUSS WEEP SCREED PER ELEVATION WEEP SCREED 2x FASCIA PER ELEVATIONS S/S' GYPSUM BOARD OR 1/2' 2x P.T. SECURED ER R-43 INSULATION STRJCTURAL DETAILS STRUCTURAL DER 2x P.T. SECURED TAILS VENTED SOFFIT HIGH STRENGTH CLG. BOARD WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS R-4.1 INSULATION 1/2' THICK 2 COAT STRUCTURAL REFERENCE WINDOW T TACWRNS SPECIMBNT FICATIONS ER PLLAASTTERDAPPLIED CEMENT DIRECTLY TO MASONRY RENCE Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' OZ. 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING S• Ct A! CEMENT PLASTER APPLIED STRIPS • 24. O.C. I/2' GYP. WL. BD. DIRECTLY TO MASONRY I/2' THICK 2 GOAT I I/2O'OGD SAGE WL.Bp cmPORTLANp CEMENT /— WOOD SASE \� - DIRECTLY PLASTEAPPLIED TOMASONRY 0'-®' FIN. FLR a n W/ WINDOW OPENING TYR WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF 5 1—STORY HIP BLOCK WALL S2)OLAE ERIUNERLAYMENT SYSTEM D1 SCALE. 3/4'.I'-O' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6'15'1 IN. FLR — _ i, 0'-0' FN. FL 8' CMU c ,a 4. n W/ WINDOW OPENING BB T�LL SECTION NO OPENING (1)1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-D' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA k: 0003326 MM � 0 aUBDM de LOT ABBOTT PARK LOT #4 BLK #10 PROJECT# 04181.000-04103 1[ODZU 3ELB "1239— LAYTON" OARAGE EWING: LEFT PAGM: DETAILS 160 MPH EXP. C tea• r �= : r:-r :-T. F-PRINT 'I 11/25/19 aCALS: 1/4"=1'-0" axffisT 64 D1 FLAT TO SIX YV GUT NAAIL& SIDS. 2X* 4,Xi 6ARA6! DOOR MUCK W/ (e) ® XW A -MOLTS 4' EMEOM W MM. W/ 2'XP)d� W6jbWM APO NUT SF•AClD EVENLY PROM FLOOR TO GARAOM DOOR WR M JOINTS FWOR TO FILLM6. 1-2Xi PT BLOM • CENTER OF ® DOOR HEADER WKI)Vxb, J-DOLTS 4' EMSEP' 04T W) 2'X2'W WASWR AND NUT. ®1N011�S• ME M I go r MARFACTU4ER'8 MSTALLATION MSTRUCTiONS MaW •LION INSTRUCTIONS ARE MOR! SfRNGMT GARAGE DOOR BUCK ATTACHMENT ur.:v 8' CMU V DRYWALL I'X4. OR I'X2' P.T. NAILER Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND I Y4 INTO BLOCK W/ )J(r' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4' WITHN 8' OF EACH END 4 18' O.C. MAX SPACING ZDOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3/4 A OR +S/4 WINDOW TO BLACK +3 4 OR +5 4 2X4:m SECURE TO BLOCK W/ TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN V OF EACH END 4 18' OTC. MAX SPACING. 2Xb:m SECURE TO BLOCK W//-%' TAPCONS(MIK SHANK SIZE 145 MIN00 . HEAD SIZE 3 MIN. EMBEDMENT I49 10 WITHIN 8' OF EACH END 4 g. ISM IVO.C. MAX BPACMCs. Jf• DRYWALL 2X8,® ❑ I'X4' OR PX2' P.T. NAILER SECURE TO BLOCK WR-)1(4' OOR CASINGS;MN. TAPCONB (MIN. SHANK SIZE .149 C HEAD SIZE 300 OOR JAMB OR WINDOW MIN. EMBEDMENT 2X4= SECURE TO BLOCK W/ 9(r' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING' MUST SE ON OUTSIDE 4 2X0m SECURED THROUCsH SECURE TO BLOCK W/2-)J(r' NON-STRUCTURAL )W TAPCONS TAPCON MIN. I Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MR HEAD SIZE 300 e' cm MIN. EMBEDMENT I Y49 • DRYWALL WITHIN 8' OF EACH END 4 IVO.C. MAX SPACING X4' OR 1"X2' P.T. NAILER 2X8=m SECURES TO BLOCK W/2-4)(4 (MIN. SHANK SIZE .145 DDOR C 4BItJ;' MIN. HEAD SIZE 300 DOOR JAMB OR WNDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN V OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-15 inl WINDOW TO BLACK +1-15/ 8 " SCALE: N.T.S. 2X4=m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 UAT14IN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST DE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-W6' NON-STRUCTURAL W6' TAPCONS TAPCON MIN. IY4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8. CMU WITHIN 8' OF EACH END 4 K• DRYWALL b' OG. MAX SPACING. 2Xbm I'X4' OR 17Q' P.T. NAILER SECURE BLOCK W/2-V CASING (MIN. SHANK SIZE .145 MN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN B' OF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE- SHIM AS NEEDED TO PLUMS JAMS (00� EXCEED Y4) �NOT DOOWDIDOA (nN TO BBLO�CKK+221/4}" SCALE- KT . 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' EACH END 4 NOTE: STRUCTURAL 2X O.C. MAX SPACING MUST BE ON OUTSIDE 4 2X bm SECURED THROUGH NCN-STRUCTURAL i(r' BLOCK WR-V6`TAPCON TAPC4" MIN. IY4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU,I MIN. EMBEDMENTIY4) '& DRYWALL WITHIN V OF EACH END 4 IS'O.C, MAX SPACING. a X4' OR VX2' P.T. NAILER 2X84s SECURE TO BLOCK W/246' TAPCONS DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS, O.C. MAX SPACING MANUFACTURES DETAILS. "DIM*-A4 rip roFl Yesme•Cf n• V) DOOR JAMB TO BLACK +3" MINDQ1 TO BLOCK +3" E ALE= KT S. 2X4= SECURE TO BLOCK W/ i(r' TAPCONS (MIN. SHANK SIZE J49 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X W O.G. MAX SPACING. MUST LSE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2.W,' NON-STRUCTURAL TAPC40WMIK SHANK SIZE TAPCON MIN. I-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8• CMU WITHIN 8' OF EACH END 4 Y4' DRYWALL 18' O):. MAX SPACING. 2X8� MAW OR VX2' P.T. NAILER SECURE TO BLOCK W/2-%' ND 2X SECURE TO TAPCCNS(MIR SHANK SIZE MEMBER STTACH J45 W/l2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 V TO V O.C. MAX MIN. EMBEDMENT I Y4) CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. TO 2X PER ER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" F KlDiDOR TO BLACK +3" SCALE. RTA. 2X4= SECURE TO BLOCK UW4' TAPCONS(MIK SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I )e4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 W O.C. MAX SPACING. SECURED THROUGH 2X6=m NON-STRUCTURAL I%* SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPCONB(MM. SHANK SIZE EMBEDMENT INTO BLOCK. 145 MIN. HEAD SIZE 300' CMU MIN. EMBEDMENT IY4) 1f' DRYWALL WITHIN 8' OF EACH END 4 18' O.O. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2Xa,mo a SECURE TO BLOCK WA-1/4' 7f4. OSB, X 4' MIN. TAPCONS (MIN. SWANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACNG. MANUFACTURES DETAILS. :0=4 � Y)�o )o PYes Yff tD0:10I oc�X) DOOR JAMB TO BLACK +3-7/18" G. RLNDON TO BLOCK +3-7 18" E= N.TJ3. 2X4= SECURE TO BLOCK U44 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE, STRUCTURAL 2X WITHN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 2X X10' bm O.C. MAX SPACING. SECURED THROUGH SECURE TO BLOCK WA-1/4' V4' TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 TARO" EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I49 CM WITHIN 8' OF EACH END 4 Jj' DRYWALL IS' Oa MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2XDm 11 SECURE TO BLOCK W/I-1/4' ' P.T. X 4' MIN. TAPCONB CASING(MIN. SHAW SIZE .149 N. H MIEAD SIZE 300 MN. EMBEDMENT IY4) rooR OOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 'I -ATTACH TO 2X PER IS' O.G. MAX 8PACING. MANUFACTURES DETAILS. NOTE- SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4) DOOR JAMB TO BLACK +3 3/4" %vi WI[NDOIT TO BLOCK +3 3/4' \iVGCALE, KTA. 1441 N. RONALD REAJIBLVDLONGWOOD,FL3PH: 407-774-60FAX: 407-7744www.abdesigngrouAA M: 000332 45 e Q O BVHDIV. de LOT. [PltOJMCT# BBOTT PARK LOT #4 BLK #10 04181.000-04103 MODEU 3ELB "1239-LAYTON" GAPLA +a SWING: LEFT PAOX. DETAILS 160 MPH EXP. C L AR NO 93M i SWGI; 11/ 25 19 awTLc SCALA: 1/4"=1'-0" D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULUONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 1S279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 30758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/32/2020 FL 7006A IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE:10/11/2019 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH:407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003326 o �o >gMU UDDIV. & LOT ABBOTT PARK LOT #4 BLK #10 PROJECT 04181.006--04103 MODEL 3ELB "1239-LAYTON" GARAGE 11 IMG: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C PRU;T 11/25/19 DATE: 8CALE: 1/4"=1'-0" ®iIEET D3 O��w.owwo•rt.w ®ra.o O rtL. tA•u,w. . w * COMAN • PT. C OLfCLD NUIO •R.A z GIOAM•R.a a A- ® LlCLD laMlm • R. A a. GisAss • n. s a OVAN • rc e A IGLD IR. C ovm rT. .GTT0 novas 0 sorfam PLAN ° WTa T OMf MAL. "". Qa I=an. T) ® KICKOUT DETAIL �$CLLO m weir (a!O GR WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED z 5'X5' 'L' TYPE CONTINUOUS z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) �+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER - - - - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO -'I SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R-1031.1 / ASTM C-641-0% MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA M: 0003326 $ ti • RR o ABBOTT PARK LOT #4 BLK #10 PROJECT# 04181.000-04103 MODELa 3ELB "1239- LAYTON" GARAGE SWMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C L AR NO 93M J Pnnrr "07' DATM 11/25/19 8CAL,E: 1/4"=1'-0" 8*U=T kk WA1 LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER - - - - - 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-841-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUIC K FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASI A'WENT PENETRATION SCALE: N.T.B. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (I) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION OJT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAI EDCsE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC STEP #3 Pa s. o� mI,:' WOOD SHEATHMG 4M LAYER'1, STUCCO WRAP ORB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH PINS •THXIUD FINISH � WOORED -FASTEN TO WOOD STRUCTURAL 1E7TBER • T' OG MAX wr.e.ffi ADHESIVE FLASHMQ CLEAN MASONRY BEFORE APPLYING (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK WRB LAYER 02, POW F15ER BUILDING PAPER STEP #4 ELASTOMERIC COATMG OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) ti METAL LATH STEP 05 STEP No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdesigngroup.com AA 6: 0003325 a 'a a o evHDIV. ae LOT ABBOTT PARK LOT #4 BLK #10 PROJECT# 04181.000-04103 MODEL' 3ELB "1239-LAYTON" GARAGE DWITTG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C AR NO 93723 v Dw 11/25/19 SCALE: 1/4"=V-0" E+s BMT WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — - — — - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO'S WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING s 1' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407-7744078 wwwsbdosigngroup.00m AA N: 0003325 p1 G i to 1 All O 5 avHDM At : ABBOTT PARK LOT #4 BLK #10 PROJECT# 04181.000-04103 MODEU 3ELB "1239— LAYTON" GARAGE awsxG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C PRINT A 11/25/19 aCALE: 1/4"=1'-0" 8 MET WA3 WOOD GWATW NG — WEATWER RMSTNE DAJRMR Dk4mEEIRe �el!lTIVE W !f. x.Y%LEAP solR * 11'L�A6H�-,ADFIRNG STARTER GTRJF- GALYD METAL '2' R-AbHM � AGKWGaoFRRmG 9AMeR IIaelenvE DER I�eEM6TNE GALV'D METAL 2' ILA/HNG bD TRIM MENDER - - � �!Q ..1�" X 61 aWLLATED TRIM rval R \y / OR � T OEAQ SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-OS, MIN. 2b L55. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774407E www.abdosigngroup.com AA $: 0003325 a �o I stmDm ae LOT: ABBOTT PARK LOT #4 BLK #10 PROJECT#► 04181.000-04103 MODZU 3ELB "1239-LAYTON" GARAGE ETtWO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C An.,n M DRMT AB., 11/25/19 8CALE: 1/4"=1'-0" 18HEET .A4 2x6 SUB-BANb W/1'x4' NOTCH * END, WRAPPED IN PEEL t STICK DRIP EDGE I\ i/8' TEXTURED 1 FINISH ® WOOD 1/2' TEXTURED FINISH o CMU METAL FASCIA WRAP Ye' FROM STUCCO, I' FROM WOOD WALL \� EXTERIOR WALL (FRAME OR CMU) \\\ NOTE: NOTCH FOR 2X(o SUB BAND ONLY \ \ \ �1 \ ®ELEVATION ®PLAN A 1/8, TEXTURED FNISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH METAL FASCIA WRAP WOOD SHEATHING OR CMU Et WRLAYER 01, STUCCO WRAP (FRAME ONLY)6 WRLAYER 52, FORTIFIEIER EtUILDING PAPER (FRAME CNLY) 2X8 SUC BAND ROCPM6 CEMENT DRIP EDGE ©I=L AN B METAL KICK OUT —ROOF KICK OUT REMOVED \ \ FOR CLARITY \ROOF DECK (BEYOND) ` DRIP EDGE, 1' OFF WALL NOT INTO STUCCO) "115' TEXTURED FINISH i WOOD, 1/2' TEXTURED FINISH * CMU 2x6 SUB -BAND W/I'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 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.C. MAX. 2x SUB -BAND W/114'x4' NOTCH *END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK— OUT kME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT B ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WN4'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 8 � � �gg as stMDIV. 8. LOT ABBOTT PARK LOT #4 BLK #10 PROJECT# 04181.000-04103 MODEL.• 3ELB "1239- LAYTON" GARAGE 8Wn4G: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCI4TECT: IMATE m-aml v ROLMD A ABOUCHACRA AR NO W723 a � 11/26/19 ECALE: 1/4"=1'-0" SHEET WA6 T-8" 101-W 29'-0" -1 _ r _ 4'-10" I 9'-4_ 9'-6" 64" 24'-10" 3'.6" 4 4" CONC. 4"Co C. m .I SLAB W IF SLAB -ago g I a I M TOP OF -31/2 SLAB --FM-12X18 1 �i ----- 3 I 1.1 EXTEND BLAB 1 1/2" i 4"PVC if CHASE 1 ,., ..°� ' I TOP OF f SLAB �+ 18'-11" i ( 10'-1" m i� I I e' I I W I I a T-0" 2'.8" 23'-4" g' m °F TE-1 I Y -51/2+ I v 5 1/2" iv 5 I I . 2'�• � BOLLARD I AS REQ. PER I BLDG.CODE I I i? I 12 I I I EXTEN m SLAB 1 1/20" 1.1 I� 4" CONC. • FM-=18 IwtSLAB I Ln 3 112 ) 2 LL�I 1 *71Y2 IFFM FMC-12X18 FMC-12X18 1.1 FM-12X18 lA t FM-12X18 J ll'-4" 4'-0" 8'-4" 5'4" 15'-4" 13'-8" 29'-0" FOUNDATION PLAN SCALE: 1/4" = l'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE --0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION -4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 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.GINDICATED #S BAR, MINDICATES #6 BAR,WNDICATES #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 (#S = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE, 14, VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 16, STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 6-13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM G476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND, 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W I..I.4 OVER GENERAL 3112" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. I T.O.F. SHORT LONG FM-12x1S 12"- CONTINUOUS 1S, - (2)#S. FMC-12x18 17, CONTINUOUS 18.1 - s #51N CURB VARIES FM-12x1 CONTINUOUS 17' - 2 #5's - - '-4" TEA S" SEE PLAN S" (1)#5's _p-0• 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 F44: 407-774-6078 FAX 407-774-4078 www.®bdosigngroup.00m L AA #: 0003325 7R ok q iLi W�U BXM LOT: ABBOTT PARK LOT #4 BLK #10 PROJECT# 04181.000-04103 MODEL: 3ELB "1239-LAYTON" GARAGE OWDFG: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C DAIi'E"" il/25/19 BCAL C: 1/4"=1'-0" 8HEET si 30" MIN. EACH WAY MONOLITHIC FOOTING }} STEEL REINFORCING IN GROUTED ^ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND < a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS . ��e °• ° + Q SPACING REQUIREMENTS U ° 1c GARAGE DOOR Lu W RECESS FM " g� 8` CMU WALL O 6" CMU WALL I CORNER BARS, SAME SIZE AS BAR w Lu 8" "- d IN FOUNDATION WITH 30` LEG EACH ''II to = 41 •j' I WAY AT ALL CHANGES IN DIRECTIONS tOj) T� SLAB TOP OF SLAB % SO THAT THE STEEL REINF. IS CONTINUOUS "'�° MATCH AMOUNT OF CONTINUOUS BARS CURB FOR PORCH SEESLAB SCHEDULE " CHAMFER (1STORY) : EXT. PORCH SLABW/ VARIES TOP OF GARAGE' SEE SLAB SCHEDULEEXT. � °LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 7;p" AT ELEV. TIAB 12" ISOLATION JOINT (WHERE VAOND " CHAMFER (2STORY) W/ 12"ISOLATIONa' 4" CHAMFER (1STORY) 6"CHAMFER (2•STORY)���APPLICABLE) p-p" ZE SCHEDULE M#71 JOINT (WHERE. APPLICABLE) Z • • EE SCHEDULE 4.WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WXD, BAR SIZE i FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANTITY AND BAR QUANTITY NUMBER OF BARB (1e. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING TERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 B°ALE:3,4"=V-0" GA GARAGE SCALE:314"=1'-T 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 314"=1'-0" SCALE: 314"=1'-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 LAP TO OCCUR OVER STUD OF WALL WI PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN tL w a I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 W000 BEARING WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING > N NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB WI PLANS FOR SPACING, SINGLE SECURED Wl2- PART SPACING. SINGLE BTM. PLATE BTM. PLATE TO BE PT. GALVANIZED ED PIPE W/FLANGE 0 BASE �g I a EPDXY. MIN. EMBED t12W WEDGE ANCHOR W/2` TO PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. TO -+ Q 8", UNO FOLLOW ALL MANF. PLATE PLATE EPDXY 5.12" EMBED. MIN. 016" OC MASONRY SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. 00 C SPECIFICATIONS FOR USP SPTH4 OR SPTH6 BTM MAX. ADDITIONAL METAL iQi 00 I USE AND AND TOP PLATE ANCHORS W/ CONNECTORS NOT _ F- PREPARATION OF 10d x 1 112" COMMON NAILS REQUIRED WHEN NO SECURE FLANGE TO Z HOLE, ; ALL HOLES, DO NOT USE UPLIFT IS PRESENT. SLAB W/(4) V4" X 2 114" 111 W W T=WN/S SEE SLAB SCHEDULE w SEE SLAB SCHEDULE .Q`� TOP OF SLAB ° '. TOP OF SLAB .. . ;, a ., 4" CHAMFER(1STORY) • 6" CHAMFER (2-STORY) : n.�.. _ �_ .��° ^ " e : EQ. EQ. SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WXD, BAR SIZE FOR WXD, BAR SIZE BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY 5 BCALE:3<°=1'-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 7 SCALE:3/4"=1'-0" (W/UPLIFT) 8 SCALE:3l4"=1'-0" (NO UPLIFT) SCALE:3l4"=1'-0` LAP TOP PLATE A MIN. OF 48" -may AND NAIL W/ iEd COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING In Z WALL W/ SYP No 2 STUDS SEE i PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE OBL. TOP PLATE SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 0 IL C 16" O/C STAGGERED. ADDITIONAL METAL U CONNECTORS NOT C REQUIRED WHEN NO UPLIFT IS PRESENT. 0 N O 8" CMU WALL . , POURED LINTEL CONT. (7YP.) ,- 0'-0' 'fie ; 8" CMU FILLED CELL (TYP.) - - TOP OF SLAB I SEE SLAB SCHEDULE 2X WALL FRAMING 12" DIA. USP 7250SD BOLTS 6' +- 0 Z SEE SLAB SCHEDULE MINIMUM EMBEDMENT INTO TOP OF SLAB .a• Z e GROUTED CELL, 4" FROM ENDS AND � "ISOLATED" COLUMN PAD 16" O.C. VERTICALLY MAX 1Q,.•. ". c • -�.' CENTERED UNDER WALL AND _•....� POURED MONOLITHICALLY WITH • -' - - FOUNDATION AND SLAB SEE SCHEDULE ^:T SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY L AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO IFOUNDATION WOOD WALL (D��NNTLERIOR FOOTING AND COL. PAD BLOCK WALL CONNECTION BLALE:3l4�,-0" NO UPLIFT ( ) 0 SCALE:3/4"=V-d' SCALE:3/4"=V-0" 1441 N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdeslgn9mup.wm AA #: 0003326 O C 4n Q a� aUDDIae XOT V ABBOTT PARK LOT #4 BLK #10 PROJECT* 04181.000-04103 1LODELc 3ELB "1239-LAYTON" GARAGE OWING: LEFT PACE: DETAILS 160 MPH EXP. C D � 11/25/19 SCALE: 1 /4"=1'-0" S1.1A DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774.6078 FAX 407-7744078 www.abdeelgngroup.00m L AA N: 0003325 a � i Q its till atMDIV. Ae LOT: ABBOTT PARK LOT #4 BLK #10 PROJECT# 04181.000-04103 MODEIa 3ELB "1239- LAYTON" GARAGE NTrINO: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C D � 11/25/19 $CALF: 1/4"=1'—O" 8iIEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR WI 10" HOOK GROUTED BOND BEAM VARIES PER ElE' Z .I O CLEAN OUT REQUIRED 4 FOR INSPECTION m 4 I .,.. TIE_ /ERTICAL REBAR e TO HORIZONTAL REBAR W110" HOOK _�I�� BAR SIZE 48 BAR DIA. Z W #3 18" W #4 24' #6 36` #7 42" HORIZONTALNERTICAL (D--T2M-' NFORCINGO NOT USED 4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6` PVC CHASE — THRU FOOTING Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q SPACING REQUIREMENTS U �a O) Z 8" CMU WALL O ro � o SEE SLAB SCHEDULE 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) Z MATCH STEEL E REINFORCEMENT PER SCHEDULE SEE SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 314"=1'-0" Z_ W BAR SIZE 48 BAR DIA. #3 18" LU U #4 24" #6 38 #7 42" NG REINFORCEMENT PER SCHEDULE CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwsbdeslgngroupcom AA M: 0003326 Q Jill[ V 0 aunz)ly. as L0 74 ABBOTT PARK LOT #4 BLK #10 P3tOJwT# 04181.000-04103 MODZU 3ELB "1239—LAYTON" GALCAOM SWU40: LEFT PAOR: DETAILS %160 MPH EXP. C I \ pu DATJC: 11/25/19 aCAL E: 1/4"=1'-0" s*m T S1. 2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2• HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 6. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .1 Tr " x 2 7/8" LONG, WITH WASHER @ 18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0•, FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.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 (acl) SIZE, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3000 8x8 (1)#5 NIA 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 SAFPLFOAD 0-4-- SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH *US 4esa --- Ir1600 �A'SS 0PJ4a aP,BLO �40 TYPE LENGTH SUS We RCM U TYPE LENGTH er`tt erear erta•n 81aff aF%n w4sa7 NWIT arnrr yawn awar arx4T me ar»tt raw 34' (42•) PRECAST 2291 ff-0' (42� PiffCABT 1028 1024 1WM ff8' (42� PRECAST taSS 2aSS sow 4w SW MIMI 7m1 tsSS 2aSS am4 4w mMI sin 7m1 4'-0' (4" PRECAST 1M08 *V (4M') PRECAST 7M6 763 1309 4'-0' (4M") PRECAST an no am ws 4eSS saSS am lam 2w Sm0 wa 4m0 saw wo 4'-0• (54') BAST 16W NO (54") PRECAST m Sol 1073 wo on PRECAST an "m 2W SM 4043 4711 MISS tSm 2m0 VP MI75 4oSS mt ON @-4' (M� PRECAST 1217 F-C (54') PRECAST 411 411 745 @4• (NJ PRECAST tMIs 3ms ws MISS 3m 4m2 1016 1715 MIT MSS MISS 39M 4SS2 @-10' CM PRECAST 10@t @-10' (TD') PRECAST 940 S9M 81M @-10• (70`) PRECAST w 2me awl aw 4m w tar 2W 2M MST 31M MI0 @!' (TM") PRECAST WB @4p (78") PRECAST BW 721 490 C-C (M7 PRECAST t sm s7MI m w Iw Iw Sam ins mm mi r4' IW') PRECAST 743 r-r Mn PRECAST 424 04 863 T2' lW9 PRECAST in 1 ioa im7 ma 727 Aar ISM Goa W1 MV MISS (112) PRECAST 564 R4• (112') PRECAST 329 512 2W 94' (1127) PRECAST w 7SS 1 W4 m MV noo SST 0m me 160 1410 22w 2MI0 lV4r (12" PRECAST 476 tOd (12!') PRE' T 284 401 1W t@�!' (1� PRECIBT em en Vs ,fSS tMt t mn 40 SSd 1110 14n fro 0a tam 114• (138•) PRECAST 8B2 114. (138) PRECAST 2M0 462 154 114- (13@) PRECAST a4 w mo ton t m tim On ,am t0SS mow MV 12'-0' (144� PRECAST 337 12-C (144) PRECAST 244 402 137 lr-V (144') PRECAST Oro 4m 7w w ft ISSa 47S w W. ,02 1 m we tff�' (180� PRECAST 2W 13'�' (10n PRECAST 2t7 824 110 t34" (1W� PRECAST 4u 4m w ns w 11 Ins 4MI 4" 7m HN m t tar ISM 14'-0' (lSn PRECAST 279 11P-V (1M6') PRECAST 208 2S3 1W I'm (ion PRECAST w 7N w 7w 120 410 4SS "M7 1ma t low 14'4C (178') PREMTR66BED N.R. 14'4r (178") PRESTAi� N.R. 204 91 w4r (17M) pmm w m0 4SS m 1131 low (1841 PRE87RE88m N.R. 1@A• (184•) PRESIAWBPD N.R. 20 83 1@4" (1841 PRESMESSEDMI3 W Me en w 7SS MIAm "a 1r-c (w'1 PpE8'7R688® N.R. ir-4' RMn PRW'7Rp8FD N.R. 124 64 try" (2M PRE liv 2MI aSS 4m an sm 740 m 1 ae 1m eta 1473 1@-4' M7) PRE87RE88W N.R. IW-C Mr PRESTRESSED N.R. 140 52 1@-C (i n PRESTRESSED 2MI SMI aSS ,n 447 m4 w wi 047 7a 1MI7214• Mn PRESTRESSED N.R. 214' (25M') PRE�E88ED N.R. 125 42 214- (2 n PRESTRESSED w asm w m an 4" 7" MISS 400 w IOU 22'-0" 054•) PRESTR� N.R. 2r-W P41) PRE N.R. 11M 40 ZZO CM41 PRESTI�BED IV 2MI is aSS m MIS 4m w aSS w S0 w W4r Mn PRESTRESSED N.R. 24'4r 12Mn PRESTEM NR M1 33 2Wr Wn PRESTRESSED tw tx to >os m MIO s42 w 418 w w 7n an en in 2" w w w fOm tan (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT RESAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VAWEB TAKEN FROM "SAFE LOAD TABLES• BY CASTCRETE MAY 2015 EDITION -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - ALL PRECAST PRODUCTS ARE TO BE RISTALLPD PER MANUFAC IM SP£CIFICAnoN8 -PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WB4DOW OPENING 00�000 oo�omm mm0000� sa�00��0 mo®�r!om� m000000 ®s�0000 mm0000v imms�0©m0 0�00©00 om©OOt"'�C7'+ s�o®o©ov OmmO�E:Y:^_ Qn ��0©000 oommomo ��00m00 oommmoo ®�000�0 ©�mOmmO �000m®0 0000000 D�m0�m0 ®00m��m �00�DOD 0��00�0 �0�0000 0��0®00 ©©000�0 ���0000 ©o©©000 $ 7i� M/OB 8 14- 8F16-1T/OM/0B 1T/OM/DB 4.-0" 4-8" 0 °z� n dam y LINO, PROVIDE BB1 WHERE ( ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0". UNO. 3 t T------i L — — — — — J t 8RF14 1T/OM/OB r $ 4,-6" ( 4 +` 8F20-1T/OM/OB e ' 17'-4" BFBITAMOB^�T OT ~. � 41 41 �� $ 41 Zv 4 BF18.1T/OMIOB 0 4'-6• �y 9 ---------- LIFT BEAM PLAN SCALE: 114" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750. PH:407-774-6078 FAX: 407-7744078 www.abdoslgngroup.com AA #: 0003325 J cs 8 7 �o svaa:v. at LOT' ABBOTT PARK LOT #4 BILK #10 PROJECT�r 04181.000-04103 MODZIA 3ELB "1239-LAYTON" GARAGE OWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C sC,A=: 1/4-=1 —0- 81MET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 314"=V-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.6'k6" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM °D i#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGPLACE STEEL HEIGHT. OFF\ REI FORCING (L2) 4. HE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND aG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 6XIW ro 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM O / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / TOP OF THE LINTEL. �'�� 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. / x of o N) TOP OF BEAM W/ (I8xI6 DBL. SO 5 BAR BOND BEAM •O� 9 EACH COURSE G 8z8 BOND BEAM TOP OF • �G�\� - W/ (1) #5 BAR BOND BEAM F = FILLED W/ GROUT` .�Y\ U =UNFILLED GROUT SOLID FROM TOP OF .J1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE � SEE NOTE 5 �A\� 16-1 T/ 1 M/ B 8z8 PRE -CAST CONCRETE p.� �FE� NOMINAL—�� LINTEL W/(i)#S BAR (L2) PQ HEIGHT #OF#5'S,TOP LENGTH OF BAR WIDTH OF MASONRY 9 OPENING-2" BOND BEAM COURSE OR 2 BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM 8z8 PRE -CAST CONCRETE SCALE:34"=1'-0" THAT XFXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER AND XFXX-1T/0M/0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP Of OPENING PRECAST HEADER(MIN) 2z4 (MIN 2 X 3)14/16 TAPCON OR DRIVE PIN (MIN MIN WINDOW SIZESHAN300 MEN EMBEDME.145 NT 1 1/4") 8' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 3 2X6 (MIN 2 X 3) 2-3/16 TAPCON . 1/4" PRECAST a OR DRIVE PIN (MIN SHANK WINDOW SZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" 'a SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" ^ EMBEDMENT 2z8 (MIN2X3)23M6 TAPCON OR DRIVE PIN (MIN SHANK SIZE .1MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ /7116"OSSVCMUWALL8HEArHINc 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE:1112"=1'-0" ARCHWAY FRAMING DETAIL 5 O NOT USED SCALE:34"=1'-0 ONOT USED ONOT USED L441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.eom AA M: 0003326 Ita o 9 � g BVSDIV. Aa IrOT: ABBOTT PARK LOT #4 BLK #10 [PltOJMCT# 04181.000-04103 HODZU 3ELB "1239—LAYTON" GARAGE 8TfW0: LEFT PACE: DETAILS 160 MPH EXP. C DAB 11/25/19 mcm.E: 1/4"=1'-0" aIaEET S2. IA FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 1/T HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6, BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEERS 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 O'-0 FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/A2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAYICOFFERED 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. n n _ TINEr I u I II II II I I I 2X4X4' SECURE TO TRUSS W/ 3-12d 6"-8" O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK M-12d SECURE TO BLK W/ META-16 2'-0" EXTENSION DC@ SERVICE DR. 6C,�E: NT.S. FRAMING PLAN SCALE: 1/4" = l'-O" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.eom AA M: 0003326 Jill OvsDIV. de LOT: ABBOTT PARK LOT #4 BLK #10 PIlOJSCT/t 04181.000-04103 uoasLl 3ELB "1239- LAYTON" GARAGE OWING: LEFT PAGE: FRAMING PLAN %160 MPH EXP. C plup" -I DAM 11/25/19 OCALE: 1/4"=1'-0" B*Ec T s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE ® 24" O/C, SUBMIT SHOP "ROORWALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{I)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 in" TO TRUSS. FL#17680 PLYWOOD SHEATHING, SEE (2) USP HTA16 TRUSS ANCHOR # 1175 UPLIFT USP B-(2) USP HTA16 TRUSS ANCHOR WITH (0) "ROOFIWALL/FLOOR WITH (9) 10d x 1 1/2" NAILS TO NOTE: A PT SYP #2 2" x 4", HTWM20 WI1010d TO 1Dd x 1 1/2" TO TRUSS EA STRAP. FL#17680 SHEATHING TRUSS EA. PROVIDE 4" MINIMUM 6, 8" x 4'-0" MAY BE ADDED TRUSS AND (4)1/4" x 2 1/4" DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" CONCRETE EMBEDMENT. DBL WI 10d NAILS, 2 ROWS, 3" OVER TRUSS (NOT SHOWN) STRAP, 1 EACH SIDE WRAPS UP O/C TO FACILITATE ONE POURED IN ECONT POURED LINTEL L AND OVER TRUSS (NOT ADDITIONAL PLY MAX. TO NOTE: A PT SYP #2 2" x 4", SHOWN) �' ACCOMMODATE GIRDER # 1900 UPLIFT (2) USP 6", 8" x 4'-0" MAY BE ADDED USED IN CONJUNCTION WITH TIEDOWN REQUIREMENTS. HTWM20 INSTALLED ON PRE-ENG TRUSS W/ 1Dd NAILS, 2 ROWS, 3" HEAVY UPLIFT CONNECTOR OPPOSITE FACES OF O/C TO FACILITATE ONE FL#17680 TO BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS (A) USP LUGT2 W/ (5)1/4"x3" POWERS TRUSS AND 4 1/4" x 2 ( ) ONT CONTINUOUS BONG BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WEDGE BOLT& (16)16 GALV. NAILS TO TRUSS (2PLY) #FL17240 (NOT SHOWN) NOTE POUREDTAPCONLINTEL 2x SECURED 16d USP RFUS STEEL CONNECTOR WITH (4) N N GALV. COMMON NAILS. ENGINEERED WOOD 3/4 3l4"x8" WEDGE BOLTS AND tx2 SECURED W/ 10d TRUSSES 0 24" O/C, W. 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 12" O/C FOR REVIEW 2x SECURED W/ (3)16d AND APPROVAL GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM 12" OIC SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, LA 785 LBS (2PLY) A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) 6 ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 LBS, L:13101BS (2 STRAPS) TITEN 2 ANCHORS MIN. 2" COVER & 2" APART TYPICAL TRUSS/ REPAIR OF MULTIPLE 11 1a 1b CA�' ''_� TYPICAL ROOF MISPLACED, EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 2a 2b 4- 3 GIRDER CONNECTOR(S) 6-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4),, �F' lx4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION U dy MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1 x4 BTM. CHORD BRACING V-V OIC END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" OIC MAXSECURED WI (2)1Gd DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. r G l /+ �L ORD HORD BRACING CH v SCALE: 3/4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/4"0 GE>5M" USED SO LONG AS THEY CONFORM TO THE METER FOLLOWING L. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE N THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 04, SUBJECT TO F1 AND F2 FORCES. BHOLE DIAMETER P< 315.0 DBL. STUD STUD NOTCHING 11 ALTERNATE MATERIALS AND BORING LIMITS SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH:4O7-774.6078 FAX 407-774-4078 www.abdeslgngroup.com AA M: 0003325 [Al sun 7K# T ABBK B P3tOamTo 04181.000-04103 MoasU 3ELB "1239— LAYTON" aAWAGZ sMMO: LEFT PAOE: DETAILS %160 MPH EXP. C mm r-pmNT721: 11/25/19 scwr s: 1/4"=1'-0" BMW= S3.1A sun 7K# T ABBK B P3tOamTo 04181.000-04103 MoasU 3ELB "1239— LAYTON" aAWAGZ sMMO: LEFT PAOE: DETAILS %160 MPH EXP. C mm r-pmNT721: 11/25/19 scwr s: 1/4"=1'-0" BMW= S3.1A (2) 2X4 No.2 SYP DIAG. 2x6 OUTLOOKER 0 24" O.C. BRACE W/ (3)12d @EA. SECURED W/ USP RT16A TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 2x SUB -BAND 0'-0" TO 30'-0" (1) "X" BRACE 30--1" TO 601-0 (3)'X" BRACE (1) W BRACE @ CENTER PRE-ENG GABLE TRUSS (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR "— SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR �. DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED WI (3)16d ENGINEERED WOOD SIDE VIEW GALV. COMMON NAILS. TRUSSES @ 24" O/C, ix2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2)12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE %4 CABLE END PRE TRUSS PRE-ENGINEERED W/ HIP RETURN sDALe34"=,'-0" %,� VALLEY TRUSS CONNECTION ( G Qf 9-.TC 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH:407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA 0003325 J Q r �O yRal4 y a 111111 1 till �a StMIDIV. as LO . ABBOTT PARK LOT #4 BLK #10 1p]mojmcTJp 04181.000-04103 MODEIA 3ELB "1239-LAYTON" GARAGE 8rIIA7G: LEFT PAGE: DETAILS 160 MPH EXP. C aA L,- 11/25/19 8CALE: 1/4"= V-0" aHZET s3.1B w a 10 GABLE -END ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39'48 PSF (49.48, ZONE 3 = 67.16 PSF (77.16) "A"= W_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 7/16" O.S.B. OR 112"COX 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 STR. SHANK Bd RING SHANK, 2 112" 0.120" 170,ODO (18-20 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 & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR BHEA7F#NO USE 1/2" COX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" 7JP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. .. TOP & BOTTOM EDGES .. Z9 0 w , z , � Y z . T z LU z0 Uw Y (off SO O `v J 2 N N. (7 U w m� o W a TOP CORD BLOCKING AT N O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS O!tlYF CNCITLIIN!_ .--_—I ._--M,I ROOF. SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Sd RING SHANK GUN NAILS (B 6" O.C. IN FIELD ` C8d RING SHANK GUN NAILS 0 12" O.C. IN FIELD or 8d x 2 112" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.&.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ROOF. SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Sd RING SHANK GUN NAILS (B 6" O.C. IN FIELD ` C8d RING SHANK GUN NAILS 0 12" O.C. IN FIELD or 8d x 2 112" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.&.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33 MAXIMUM AGGREGATE SIZE SHAH BE 31T STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD, ARCHITECTURAL. MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES S STUDS CAN BE SPR ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FEI 2017, S61 EDITION ALLEXPOSEDEDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERSSILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 53D-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROWDE 84ML CONfIN0009 POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SW35-0NCROIRID WHERE INDICATED ON POLYETHYLENE NE VAPORLED ELASTICITY*- 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS BEAMS LAPPED SPOLYE AND M ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK 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 GAILY. FOR STRUCTURAL USES, AVOID SWING 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 FSCR 2017, 6tn 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 STRUCTURALOEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS, SYp 02. 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 AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLA60N-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL PRIOR DIMENSIONS TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 p3f TOP CHORD -rroD-DOncurrent 10 pet BTM CHORD -rIc,I arrent DEAD LOAD DEAD LOAD 15 pH TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 Psf w/No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al 85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM AS15 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A616 GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 3W #7 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE. AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, -DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TPIAVTCA BCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS. CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982, ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: IOpaf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 PIT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL, STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD MPH S- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (NICE 7-10 FBCSPER2017) EXPOSURE C, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLELIVE FOR FINAL BLE ATTIC UNINHABITABLE ATTIC WITH LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH (0 STAIRS: BALCONIES (EXTERIOR) STORAGE: BALCLIMIONIES STORAGE: HABITABLE ATTICS AND ATTICS SERVED WITH FILL 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 ! 40p COMPONENTS: AND DECKS: dOpsf GUARDS AND HANDRAILS: 200paf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER C WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE Of TRUSSES. THE TRUSS FABRICATOR SHALL VOEpHI LE GARAGES: 50paf, ROOMS OTHER THAN SLEEPING ROOM: 40ps1, SLEEPING ROOMS: 30PS1, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION sf 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 6301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM GOD, GRADE fm - 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' CONNECTORS" BY LISP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT, LATEST CATALOG. FOUNDATION/ SITE PREPARATION: "M" "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE Of 2,000 psl, FOOTING TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SWILL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 SAR DIAMETERS)., U.N.O. 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. STRUCTURAL STEEL: 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 MY DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S d-PRIOR TO THE ADDITION OF PLASTICIZER 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 kal FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTMS3, GRADE 8, 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. CONCRETE SHALL COMPLYWITHALL THE REQUIREMENTS OF ACI 301 AND ASTMC-040R MEASURING, MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIMEZTAM3ED WHEN CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FRDM WHEN WATER IS ADDEDTO THE MX UNTIL R IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNLRES. IF FOR ANY REASON THERE 18 A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN w MINUTES, THE CONCRETE SHALL NOT BE PLACED, R SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER RESAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDAOR WEATHER 1-1/2'FOR N 5 AND SMALLER T FOR ai AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-iQ' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AN O DOOR BUCK FASTENERS FASTENER _1oAT_ SITE TYPE SPACING REIMRxS APPLIGTpN SQE TYPE 9PACWG REMARKS I—FURRMOTO GSEHARDENEDC00. DARAGEDOORBUOK fN'DIA TAPCON MAa I I-EM .1-END I. MASONRY/LONG. NAIL 11/Y LONG. �� TO MASONRYIOONC. ND WASHER FA —ER S•QG 114•EOGE D.T. SOD, AL.E DOORS 1KP,SEENITEB GSE HAROENE0000. NMLIIIT LONG. YOIC STAGGERED WNDOWITAOR/FASTENED INTO M190NRY, ORANGE DOOR BACK TO MA90NRYICONC. III DU.WI WASHER E%PANSpN BOLT ]A'OIC PEMBED-PEA GIST., TED. DIET. WwOOWSUOK CASE HARDENED WIL FDIC WINDOWNGORPASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING I. PT, SEE ACTEB NAIL III LONG, STAGGERED INTO MA80NRYiCONC. MA90NRYI—G.. REQUIREMENTS EM.SWNG DOOR p)3I18.OLA. TAPCON I I1EMBE0,6'EN1, NONSF.AWNGWWD IL EXPANSION 1-EMSED. PENS SUE( L PT,EEENOTEa NO —ER FASTNER t8'gC OAST., I III EDGE OUT. WALL TO CONC,SUB WI WASHER BOIi L•OIC OUT.,3• EDGE GIST. LO WINO COL. K 38'PAFA3IAF POC FEND DUT., 11? PT TO STEEL COL. O 'WI WASHER STAGGERED EOOEDUT. NOTES 1, STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED /. PAF SHALL BE HILT[ X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE MCA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngfoupcom AA N: 0003325 do all O C SUDDIV. k LOT ABBOTT PARK LOT #4 BLK #10 PROJECT#G 04181.000-04103 MODEIA 3ELB "1239-LAYTON" GARAGE 8WING: LEFT PAGE: DETAILS 160 MPH EXP. C PRINT DATIc 11/25/19 EC A,LE: 1/4"=1'—O" a SN1 - � p-�o bp rv3A� -- ��&Or Pot 1 40 IV