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HomeMy WebLinkAbout7705 Sail Clover Ln99 2828-E401-ENSLEY99 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, :AND THE CITY OF ZEPHYRHILLS ORDINANCES HOMES REVIEW DATE 242 CITY 4F Z HI PLAN EXAMINER 12602 1 TELECOM C)RIVE, TAMPA, FL 33637 T4&1: (813) 740-9720 Fax: (813) 740-9715 ' STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -IWMA BUnmG CODE, g jAL, ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION M BDf= (2020) ��T *M.* Epp -ALL LOCAL AND STATE COM A/C ADJ. ALT AIR CONDITIONING ADJUSTABLE ALTERNATE LUM. M.C. MFR. LUMINOUS MEDICINE CABINET MANUFACTURER m 81D BET I55 .D ARCHITECTURAL SHEET DESCRIPTION 0VV41 2020 F®C UPDATE DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -OCCUPANCY - RESIDENTIAL, GROUP R3 'CONSTRUCTION TYPE - VB -MIN. DTIERIOR FDIL4H - CLASS B -BASIC HIND SPEED - Vutt=160 MPH Vesd=124 MPH -EIIPOSURE - C -1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES AMP B CL CAB. CLG. CLR. Coble CPT. C.T. D. DBL. D.O. DIAL DIM. BOARD GE CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUALGIAZED DIAMETER DIMENSION MT, MIT). MIT. N.T.S. DC PL P.B. PH. PLT. PLYWD. PR. P.T. R. ME SMINIMUM AD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AIA—FLOOR PLAN SECTIONS/DETAILS PG A2—SECOND FLOOR PLAN PG A3G—FRONT & REAR ELEVATIONS "G" PG A4G—LEFT & RIGHT ELEVATIONS "G" PG El FIRST FLOOR ELECTRICAL PLAN OW41 ADDED SOFFIT DETAILS 03nsa1 CREATED 8-0 O. PT VMI ADDED STONE VENEER OPTION 0 AW21 REVISED SO. FT. CALC'S 08Ai121 ADDED OPEN WEC TIRIM8 O&Wfi1 FRAME WALK REVISIONS DISP. DR DR. D.S. DTL DM,DSTHWASHER BA. ELF V EQ. EXFL EXT. F.G./FX. Pa DISPOSAL DEEP DOOR DOWNSPOUT AIL EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS RAD. R.A.G. REF. RM. S . S.D. S.H. SHT. SHTTIG. SHWR SIM. SL. RADIUS RE'CURNAIRGRILL REFRIGERATOR ROOM ROUGH HCOREMDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING PG E2—SECOND FLOOR ELECTRICAL PLAN PG PI —PLUMBING PLAN PG Dl—DETAILS PG D2—DETAILS PG D3—DETAILS PG D4—PRODUCT APPROVAL LISTING PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS ' STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 r SQ.". CALL. S ISTFLRLIVING 1,010 SaFT. 2ND RR LIVMG I,362 SG7. FT. TOTAL LIVM 2,3T2 Sa FT. GARAGE 42T Sa FT. EHIRT 28 ea. FT A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. Toro 2821 SGLFT. 840 PATIO S0 $0. FT. FIN. FLR. FLUOR. FINISH FLOOR FLUORESCENT SL. GL. STD. SWS SLIDING GLASS STANDARD SHEAR WALL PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 F R. DR FOODS R TEMP TEMPEERREDGLASS PG WA6—WALL ASSEMBLY DETAILS Tel: (407) 774-6078 Fax: (407) 774-4078 GA. GAR DISP. G.FT. GL. GAUGE GARBAGE DISPOSAL GROUND-FAULT PIER cur GLASS T.O.C. T.O TI,O.3. TYP. THICK TOP OF CURB PLATE TOP OF SLAB TYPICAL STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.IA—DETAILS GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE HC. HOLLOW CORE V.P. VAPOR PROOF HDR HEADER W. WASHER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER HOT. OR ITT INSUL HEIGHT INSULATION W/ WD. WITH WOOD PG S1.2—FIRST FLOOR DOWEL PLAN THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR Wm W.T. WWIN TPDOWtEA m WROUGHT IRON PG S1.2A—DETAILS S E ta PG S2—FIRST LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.2A—SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3—FIRST FLOOR FRAMING PLAN ELEVATION IN NEED OF FURTHER DETAILING 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 CLARIFICATION. PG S3.lA—DETAILS PG S3.113—DETAILS PG S3.IC—DETAILS PG S4—SECOND FLOOR DECK PLAN PG S4.2—SECOND FLOOR DOWEL PLAN PG S5—SECOND LIFT BEAM PLAN AND NOTES AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's 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 PG S5.1A—SAFE LOAD TABLES PG S6—ROOF FRAMING PLAN PG SNI—DETAILS PG SDI —SOFFIT DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE %ONSTRUCTION BASED ON THE DRAWING SET. 1 N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 � J � � r p qt W f O x POOR ec LOT ABBOTT PARK LOT #37 BLK #7 PROJECT# 04181.000-37071 MODEL E401 "2828-ENSLEY" GARAGE sTIMO: RIGHT PAGE: COVER SHEET 160 MPH EXP. C PRINT 2121 DATE: 09 / / SCALE: 1/4"= I'—O" SHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) 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 FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE 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. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'%, THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 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. 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 ABILITY AN F F THE STRUCTURE I 0 NG Q EST D SAFETY 0 E S UCTURE 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 318INCHES 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 1 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/.INCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- O" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STAT E 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: 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 ROOFNVALUFLOOR 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. PLUMBINO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40)A APPROVED BY THE BUILDING OFFI CIAL. 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 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 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 FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR 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 FBCR 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 FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 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, ill' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & 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 -19a AND R703.7. RRE 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 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 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 / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS] CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS i. 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) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) i"I N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 y J W W sp q7} p V Fa- 0 SVHDIV. de LOT: ABBOTT PARK LOT #37 BLK #7 PROJECT# 04181.000-37071 MODEL: E401 "2828-ENSLEY" GARAGE BVIING: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C rrcirrr 21 21 DATE: 09 / / scAL"E: 1/4"=1"-0" SHEET GN @ ® 61 9 v PATIO HB :r iA OVERH . @ ABOVE— STAIR DATA 15 RISER • 132' 6068 S I 'v 14 TREADS 10' ------- io II AG 8, ®, CLG (P LIVING ROOM W-W CLG 9 42' H. 1/2 WALL W/ CAP 3.8 1'-2' 4'-0' 5'•II' 13'-0' II Pl° M1 3'-lO' D � I I B I - m 2868 Sr- 20 MIN. FLAT HDR • 1'-6' W.N.. AFF. lO I yY • I ( • I 0 K'(M 8'-0' CLG X � � - � GARAGE BOLLARD � AS REQ. PER BLDG. CODE m 9 868 � V-0' CLG. 9 61 v v 3-514 F- ro _ e ® -ISH L = 0 -V V' G BATH #2 6'-o'CLG. VI �III� � N D I 5'.4' 4'- 4'-4' 21'-0' FLAT HDR • 1'_6' FOYER 8'-o' CLG. H.B. IR-ISH --------- (2) 2068 N AFF• M 9 IB'-0'Xl'-0'O.HD. 2 -8' b 0' M1 4 -4' --------- - - - - - - - - I m 3' 6 I' I ENTRY �, O _ BEDROOM #2 8'_0_CLG. v a _ 8' 0' Q.G. 0 - 4'-4, -4 0 (2) 3052-SH 19'-4' FIRST FLOOR PLAN SCALE: 1/4' . P-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 LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOOR$ NOT LESS THAN 1 3/8' (36 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN th'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS, FBCR 2020 (1T14 ED.)302.1 SQ.FT. CAM'S BT FLR LIVING 1010 SQ. FT. 2ND FLR LIVING 1362 SQ. FT, TOTAL LIVING 2312 SQ. FT. GARAGE 421 $a FT. ENTRY 28 SQ. FT. TOTAL 2021 SQ. FT. 8XIC PATIO 80 $a FT. COIPOIBB AID CLADDIq WID LOADS MM MID E1I'08IE FOR 38EDOID OIM 0B 811WE BW 0WH1011I)IMM FOAM ARDTWE FOOTAN MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR MIN. CRITERIA SGD. MIN. 41 5 31/-3S CRITERIA 16010 O.W.D. IC! 5 31/-35 12'x12' SOFFIT I 5 313/-43S BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP,=C, MEAN ROOF HT. = 22'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMM DAIS OIIOY2I MASONRY/FRAME WALL LEGEND 8' BLOCK WALL UNA ON PLANS I1'-4' ERG. 4' INTERIOR BRG. WALL U.N.O. ON PLANS 4' INTERIOR O LOAD Blues. WALL UND. ON PLANS -ALL INTERIOR 000" TO BE 6'-8' qEp 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 a N 4 w � U u g 0 BUBDM & LoTil ABBOTT PARK LOT #37 BLK #7 PROJECT* 04181,000-37071 MODEL: E401 "2828- ENSLEY" GARAGE BVnNG: RIGHT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C 312021 PRINT 2121 DATE: 09 / / SCALE: 1/4"= V-0" SHEET Al C r D6L. TOP PLATE 9 in lk BAR DETAIL A SCALE: I/2••I'-0' HANDRAIL • 36' W/ 2X4 RE-INFOF 3/4' TNG SAID FLOOR OJlO 4 NARM PER MAILING 4041104.E SECURE no LEOGER TO Cm uv vw'x4• TAPOOHS . IS' oJs MAX STAGGERED SDI:UE Do JOIST TO LEDGER IW 61MPSON NJS.26 1/4- T42 WD:LOOR GLUED N NAILED PER NAILING GONE. — ancwm 2.12 eTR1 um TO SOLID NAILING IV ad NAILS TO OE NAILED FROM ISACM610E LAYERS OF ])4' raft OF 1/4' Sue FLOOR MATERIAL RIM FOR SOLID NAILSIG , 2.S Gyp STANK DATA. 4 D R4ER6TREIDO I. NSF TS2 214 KNEE WALL UVSTUDS . 16- OC. MAX THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.1.8.2 NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. \ n� (]) 2.D ST'P STR6i1ER \ RENFOROED UNTW 2.4 SFF 2.4 RE/PORDNS . EA SEE 6TRIOTURAL PLANS FOR FLOOR FRAMNG (7) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' W5 FLOOR MATERIAL RIFE FOR SOLID NAJLNG NOR. 6raR -- TO OQMOIIM TO FSCR TIN ED. r266S1 MIL TREADW MAX T MOM-1 3M. fAS' MAX V.YSATIM N RIQR/IIRIO ADJACENT TO NACJN L d OM1ER SW MAN. VAMATION N ANY RMEMEAD WANORM. 011i'14A1I c CROS4 SECTION DU. TO K 1 LP L4' OR PROVIDE 10"ALO7T GRASPASILITY WNDER4-MIN. 6- WOE . NAIEEOV !O 0-4- MN PA GRAIL MST. SECURE TREADS TO SnaMaEle W r]) y S' SOlUD . EA. SAPLER, DEAD OF SUD-FLOOR ADINEeIVE PL•4O0 OR SIMILAR . EA WORIZONTAL RUN (INTWREADED 6WANK TO EXTEND DEYOND T400lS4 OF TREAD) 7.G STRING"SECURE — SECURE 2X4 P.T. TO UV Od NAILS S'-S' OC. SLAG W/ MICUT MAeD4ErNaL6 STAIR SECTION B SCALE= I/2'•I'-0' NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1j's 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.C. 2020 HANDRAIL SECTION �. DETAIL 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003328 r, a a ' W. w SEE 6 y SUBDIV. m IAOT ABBOTT PARK LOT #37 BLK #7 PROJECT* 04181.000-37071 MODEU E401 "2828-ENSLEY' GARAGE SMING: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 160 MPH EXP. C SEP H 3 P021 PRINT 2121 DATE: 09 / / SCALE: 1/4"=1'-0" SHEET Al ( A �o 0 A ATTIC 0 in q a e s A v N 0 a - m O s a� — 9 a SEP SECOND FLOOR PLAN SCALE: 1/4 . P-O' 2) 3 2-SH 3097-SH EG SB I DIVING a I 8'-0' CLG. — TO IST I b 42' H. FLOOR DOWN BEDROOM#3 8 -®1 �'' 1/2 WALL W/ GAP 3'-8' 4'-4' • 3'-4' 5'-4' 4'-3" 2'-5' I 14'•8' h m � 4'-0'15'-8' L I y �l - HDR T. i0 ill M � M vlc R/ I �° tip° e I Vic wlc. B®ROOM #1 C�� I LAUNDRY e'-®' cLG. n 11 Y J 1 I BATH#3 vlc o a e'-o' cLr,. ® l2) 2068 �/IC ;� N 5'-3' '-b' 4'-4' 20304 I TEMP I (2) 3052-SH EGRESS i0 LINE OF I BBDROOM#4 _ Isr FLooR I 8'-m' q.Cx — BELOUI — (2) 3mS2-SH EGRESS 3'-4' 9'-8' 38'-0' 1441 N. RONALD REAGAN BL LONGWOOD,FL32760 PH: 407-7746078 FAX: 407.774d078 viww.abdesigngroup.com i AA #: 0003325 s94 o � ¢ w m y/Q� SVHDri/. dt LOT: ABBOTT PARK LOT #37 BLK #7 PROJECT# 04181.000-37071 )1[ODELc E401 "2828— ENSLEY" GARAGE SNINO: RIGHT PAGE: SECOND FLOOR PLAN L160 MPH EXP. C FYPON 18'X38' DECORATIVE SHUTTER OR EQUIVALENT IT-4' 2ND FLR , B--- I7'-4' 2ND FLR, B----� I I I I I I I I 2ND F1�— -� 8'-0' BRG. HGT. • ENTRY 1 aB I I TYP. I I I 0'-O' FIN. R j -----------------�24'-4' BLDG. NGT. �SH�LE /_6' RAISED BAND (TYP.) Il'2ND FLR. 612Ca. FKsTFKsT. -I'-0' FYPON 18'X63' DECORATIVE SHUTTER OR EQUIVALENT ----BAND RAND lTYP.J 6' RAISED BAND ,i9'-4 3/4' 2ND FIN FLR _----OPT. COACH LIGHT 0� 0 FIN. FL.R FRONT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH --------_—_------ - o24'-4' BLDG. HGT. REAR ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH ,bFT'-4' 2ND FLR — - B�THG 9'-4 3/4' _—_ 2N___$_ D FIN FLR --- 8—� 0 GLG. FNC T. -- 0 ® N. FLR AREAOFATTIC = 1650 SO. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 1650 /300 = 5.50 VENTILATION AREA X SOL INCHES PER FT.(144) = 792 SQ. IN. MIN. REQUIRED VENTILATION = .5X 792 IN UPPER PORTION OF ATTIC 396 ILL IN. OFF RIDGE VENTILATION AREA = 115 SO. IN. PER VENT 396 /115 TOTAL R OF VENTS REQUIRED = 3.44348 TOTAL R OF VENTS PROVIDED - 4 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG _ (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 1/2' THIOC T COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY—� 4'x4' GALV. 'L'-TYPE PLASHING SET IN ROOFING CEMENT FIDERiLASB SHINGLES UYWDERLAYMENT AS PER FDCR 110511. ROOF SNEATHNG THICIONESS AS PER SHEET SNL SECURED PER FASTENER SCFEDULE SMPSLN LSU-76 2ND FN. PLR. (PER ELEVJ ,t\ 2x4. SYP RAFTERS OR RDOF 6LOPE PER ELEVATION MIN V W' 06D 6FEATHNG GU66ET TO DE 6ECURED TO 2X6 MEMBERS W) sd NAILS 3' OL. • PERIMETER— SIMPSC N LU6-26 W) (4) IDd'4 TO LEDGER AND (2) Wd'4 TO 2x6 JOIGT '-4' 2X6 GYP PT LEDGER IIU 1,12'x8' THREADED ROD 32' Or- 4 MTHN 6' OF EACH END MAX. SET N SIMPSON WI&4 STRENGTH EXPDXY 32' OG. 4 WTHIN 6' OF EACH END MAX. SET N SR'1PSLN HIGH STRENGTH EXF'OXY 6' MIN EMBED. CHANNEL POR SOFFIT OVERHANG DETAIL A SCALE: 1/2 - 1'-0' ENGNEEFWD WTRIAGES WOOD TGES • 24' O.C. SUMMIT SHOP DRAWNfiB SEALED DY PROFESSIONAL ENGINEER FOR RENEW AND COMMENTS PLYUIOOD S MAT14M SEE STRUCTURAL MAWRR DIG. ELEVJ URlAP FASCIA WITH DIEM[ I'ETAL� - SIR STRICYLPA Wa'0M , Tx6 WOOD FASCIA SEE STRUCTURAL FOR ►ASTENE' VENTED SOFFIT PER ATTIC CALC'S V2 T14ICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATIONS 2ND PLR UNNDOW PER PLAN SOFFIT DETAIL (��.RAKE 1'-0' I 2• I BAND DTL. C SCALE: 1/2 • P 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA 8: 0003325 14 a d) jD yj =1 U (S .3 >9tmDIV. & rc ABBOTT PARK LOT #37 BLK #7 PROJECT# 04181.000-37071 MODEL.: E401 "2828-ENSLEY" GARAGE STIMO: RIGHT PAGE: FRONT & REAR ELEVATION "G" 160 MPH EXP. C 3 PRINT 09 21 21 mN DATE: / / SCALE: 1/4"=1'-0" SHEET A3G 1'1'-4' 2ND FLR. BRO. HOT. 2ND2ND FIN$ . FLRFLR 8'-0' BR's. FKsT. • ENTRY�� -- 0'-01 FIN. FLR _— IT-4' 2ND FLR, B -- I'-0 _ 1 "I4 3 3/4'�, ND --- --- 2NDR. 8'-O' BRO. HGT.h _ ___ ___ • ENTRY 0'-0' FIN. FLR, LEFT ELEVATION SCALE: 1/4 • P-0' TEXTURED FINISH 12 OFF RIDGE VENT �5 q IT'-4' 2ND FLR --�BRCs. HGT. _ 9'-4 3/4' 2N� p p1N. FLR CLO. HOT. 0'-0' FIN. FLR fl'-4. 2ND FLR --------�• BIRO. HGTT. U II I II 46 I TYP. N - - 6V-4 3/4' — — - — - — — - — — - — - — - - — - — - — - — - — - - — - — - — ' 2N— o m FLR - — — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - -- L II II II II - — - — - — - — - A8— T. I 000-0� FIN. FLR RIGHT ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD! LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA M 0003325 �pQ Q SunDIV de LOT: ABBOTT PARK LOT #37 BLK #7 PROJECT# 04181.000-37071 MODELt E401 "2828-ENSLEY" GARAGE SWING: RIGHT PAGE: LEFT & RIGHT ELEVATION ,:G„ 160 MPH EXP. PRINT 09 21 21 DATE: SCALE: 1/4"= V— 0" SHEET A4 G ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e 126V OUTLET W AMP SNSLE POLE 110•V OUTLET IVY OUTLET N OUTLET WIRED TO /91TU1 GFI IIOV OUTLET SQUIRED WORD FA L NTERlRER (TAMPER RESISTANT PE TY) 220VOUTLET (4)WIFE CONaFeTION Uy,p� GROUND PALL GFI OUTLET INTER UPIERi BUTON SWITCH 3-WAY OPER W4 SWTCM 4-WAY OPER L.n WALL MOUNTED `/ LWHT CEILING LIGHT © LED CLG LkW4T LED VAPOR ©VP PROOF Laver O VP VAPOR PROOF LawT ORECESSED CAN eVBMT. FAN I —PER — FT. w,r. FAN WLIpMT a„ PER eG Fr. Y FIXTURE rSPnuu TED err mm 4 R.UORaaEH�E{GTENT 2-0" WRAP ® (RECESSED) AWOUD �-dts IURnP • � ACE PINT.)) [SURF —"j 2' IIUORSSCE T w FLUORESCENT -a-�-er CO C 4' TRACK UaIT PANEL METER OSD. 0-cm DETECTOR 8D. WALL MOINTED SN'IKXE DETECTOR GATT. SACK -UP RIC.tl� ® CA SON WIOXIDL SMOKE DETECTOR RAW SACK40 uF LATEReTED NMM- 8,00 �� EE A DRTANDE a mar LESS TWIN 4• FROM WALL PENDANT LaNT NATURAL Gm CUM TELEPHONE JACK IIAM TER WEATER CI To RE•lLNATE] SCONNECT AIR 0Q0ITIONIN6 NE AMJ ON DI/CQlEICT FS TeLEV $ON �AOK OEILNG DOX RG1IPISO JQ )-DOX TO m EuFFolaw N ACCORDANCE W f SOX MARKED AS SUCH FOR CELWG EOX ro Ix mkFORTP H ceILNb FANAaHT Wv SOX rIAM= AS II "MT N SUCH FOR 24' Nc vDBOC 1Nr �ppJp WONT STRIP nnnnnn 36' NDMDEECErr LIONT STRIP nnnnnn nn N' INCANDESCENT LaMT STRIP FLOOD LIGHT OPT. SECURITY Iq"AD HE PA mm-BUTTON FOR C r" we row LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PAR* TO DE VEERED . HOMEOWNER PRE-COSTPUCTION MEETN& • ALL D 4 20 AMP DRA CW CIRCUITS TO DE AMC FAULT PROTECTED PER ELECTRICAL PROV1610N6 OF MM TTH EDIr1o,I (2020) 4 NEe ... 20LI EDITION. • 20 AMP DEDICATED LAUNDRY CIROWT. • GPI ° ISLAND (NOT ON KRTCWW CIRCUIT) • DISHWASHER DIOCLNECT TO DE LOCKAIT N PANEL • DATNDOM EXHAUST FAN TO HAVE MN. CAPACITY OF 60 O MN MER'ETTENT PER ELECTRICAL F1WVI$ONS OF SECTION MOOTS RSGR TTY EDITION (20201 • LAUNDRY ROOM AND DI$SW$ER RECEPTACLE SMALL DE GRCWD FAULT CIRCUIT-NTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SMALL DE NON METALLIC CABLE RM ELECTRICAL PROVISIONS OF SIG MU ED r20201 • ALL WORK TO COMPLY WTM ELECTRICAL PROVISIONS, OF THE FDCR ATM ED r2e2m1 • AL LAMPS bMALL eE SEI.I4CTED BY IWNLDI R AND TS6 OF LIOMT6tl NM116T SE ENEMY EFFICIENT TYPE 28 EIRCIaGY) 2020. Tl. lDITION R—J �1 s PATIO uPr--------- GFI --- — — — Li ROOM iv ' I 1 + QMG r ROOM TO M FL. _ S® &OTCH —fit rPRE-WIRED CLG FAN II GFI I I MR. L I J �~ \-- r I GFI 6 44' GFI • 44' O FOR OUTLET lO r q N APP. APP. / \ OR MICRO U --- - ,� BOLLARD - AS REO. PER I I BLDG.CODE P.B. FOR '- GPI i GARAGE PAN. Krum \I / DOOR °REF1mod' GF,_ j LED LIGHTING C� GARAGE KErU88 MINUTE SINGLE LAV. o L --- I 8 BATH 4 — — GFI GARAGE METER S® FOYER DOOR PREWIRE FIELDVERIFY iBATHi 2 1 ? f iii°O . LOC. GFI IRRIGATION PROVIDE 34)0 CU, T1RW . 1% CU IN 2* 2• COHOUIT O3 — — — — — OUTLET 6 48. APP. +u0 AL, TAM • IM CU IN 7' CONDUIT OR 2/0 AL. SE! (CONDUIT TO TERMINATE ADOVE SOFFIT ° OVERMAN.) --------------------150 AMP ELECTRICAL RISERI SD. y `LIGHT OPT. COACH NOT TO BGA.E. earRDINATON eERNeE DISGON NECT SWITCH ANDBEDROOM#2 GENERALNOTE& A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL o ELE<TmcMETERIN NEMA 3R ENOL06URENTRY ____COMPLY UWTM ELECTRICAL PROVISION* OF THE FROM TT14- - EDITION (2020) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 9 P.B. FOR D. ALL CONDUCTORS, $MALL DE TYPE THFNRFWN UNLESS PRE -WIRED GLG FAN CHIMES NOTED OTHERWISE. NT SERVICE Levm E EONPYRIT " POURER COMPANY TRIO T INTERSYSTEM DaDNG TERMINAL AT LOW GRADE VOLTAGE CONNECTIONS FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' • I'-m' PROVIDE e0 AMP, DO1240 VOLT, 1 PHASE SECCMDARu-- 114 CI SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. PRONGS 3 COPPER (Cl) IN ICONCRETE ENCASED FOOTER STEEL PER .IR" CIA SCHEDULE 60 PVC CONDUIT OR PROVIDE 3 ELECTRICAL PRON61ON6 OF TFE EDGE TTM .2 0 ALUMINUM (AL) IN 2" DIA SCFEDULE INS PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY T1E ELECTRIC COMPANY. COOMPNATE WTI THE ELECTRIC 5)6" DIA X 6 FT LOW COPPER CLAD GROUND ROD COMPANY PRIOR TO DID. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-774-4078 wwwsbdoslgngroup.rom AA M: 0003325 �• � D WUj U m qq F I�1 pp pQ pQ a aysDly ac LOT ABBOTT PARK LOT #37 BLK #7 PROJECT* 04181.000-37071 MODEU E401 "2828—ENSLEY" GARAGE SWING: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C Lug PRINT DATE: 09 21 21 S C ALE: 1/4"= f-0" SHEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e IMV CUTLET 20 AMP WHOLE POLE IIOV CUTLET 110V OUTLET 'O 0 OUTLET WIRED TO WUTCW GPI 110V OUTLET EGU IP'ED UUOIND PALL NTERPIER rTAITER IlWMTANT TYPE) 270V CUTLET (4) URE COIILCTION H�p ENT. WATERPRDCF GROUND PAULT GFI OUTLET INTERIMPTIR GUIITCH 6WITCN 3-WAY OPER. $4 6UETC 4 4-WAY Of -Elk WALL MOUNTED LIOW CEILING LIGNr © LED CLG LWT ©yP LED VAPOR PROOF LOrrr O VP VAPOR PROOF LIONr OQ REcm m CAN eINIT. PAN I CM PER SO. FT. VENT. PAN WaOr4T I CRT PER WG. I, v PITCIU! (6PEC'L TooEY BUILDER) ® PtUORENT 2-IE)LM ~ ARaw (REA�IG ED) 2-MULE URAP • r L CE MNTJ �� 2' PLUOISWCErr WFLUOREWCENT Q C 4' TRACK LIONT 0 PANEL Nib METER SD. a1ICKE pcTccrae MATT. EGIX-IlP u 6D. WALL MOUNTED SNOW DETECTOR MATT. EADc.IP uILHWEcw� { }[) 8K0 CVJ CARBON COMM DETECTOR Cp'!O MATT. E.ac.Ia wr WER-colaecTED SHALL =E A DISTANOE Cr NOT Le" THEN 4• PENDANT LIGHT LIB NATURAL OAS OUTLET TELEPIIOM JACK WATER HEATER ?e L�Ai@ DISCONNECT AIR -I DMCONUCT WQ AW I -a 7ELEVIWION JAG[ .1143 BOX IYaU O TO Ea SUPPORMIO N ACCORDANCE UV am J-1m MARKED AD OUCH FOR CEILNO CIDK ptliGuipm TO BE WUPF'ORED N CEILING PAN&OHr ACCOIDAIrCE UV MON PwEaD AA OWN POR INGramim 24' HL^ANIDINCRrT LIGHT WTRP nnnnnn 36' NOMOEWCONT LONR STRIP nnn� nnnnn AV INCANDIVICIIINT Law WTRP FLOOD LIGHT WEa2ETY KEYPAD PA PUN4.wrTCN FOR CHFMS UW= PORT • LOCATION CF TV JACKS 4 Pwam OUTLETS 4 PANS TO ME VERIFIED • HOMEOUNER PM -CONSTRUCTION MEETNO. • ALL 0 4 20 AMP ERANCN CIRCUITS TO ESE AMC PAULT PROTECTED PER ELECTNSCAL PIEOVINONW OF ASCIR TTN EDITION r20N) 4 NEC 2MO 20n IDITIQI • 20 AMP DEDICATED LAUNDRY CIRCUIT. • OR • ISLAND rP10T CN KITCHEN CIR2IUIT) • 0164UA&M DRCCNNECT TO BE =ICCU7 N PANEL • EATIEDOM 004"T FAN TO NAVE MN. CAPACITY OF 90 CPM NTEMITTNT PER ELECTRICAL PROJRICN6 OF 6ECTICN MISOT! r2020), LAUNDRY ROOM RECEPTACLE • D E GWALL BE GROUND FAULT CRCUIT-NMFNOA-ER PROTECTION FOR PERSONNEL ON FEEDERS • UNRING I•E:TNOD WALL EE NON P'ETALLIC CAME PER ELECTRICAL PROVINCM OP MQ ITIr ®[70M1 • ALL WOW TO COPTPLY UTH ELECTRICAL PIROVRIONS OF THE FECR TTN ED r20201 ALL ��[ INE BE -CTFO BY BUILDER AND PMT BE IM PAL ENEMY fLN6ERVATION [IEEEIDNTIAL dEROY EFIOENCY) 2020. INN EDITI01 RAGA) UPSTAIRS LIVING N BEDROOM #3 �. , I �-wlrlEp MOW � i /) SD. WALL MOUNT ' SWITCH IN ATTIC N G 9DC S/CO ®qp — SD. R/A A/C L--- wzc.3::�T � B®ROOM#1 a' LAUNDRY S o �-- L I ' P� FFrEP BATH #3 Lo I € ------ 0 L BATH#1 u BEDROOM #4 P'REG.- ,l CL SECOND FLOOR ELECTRICAL PLAN SCALEN 1/4' • P-0' 1= I � I LED LIGHTING C SINGLE LAV. BATH 9 \ �D I I � I I I I ® 12• I I � I LED LIGHTING Cam? DOUBLE LAV. BATH ry 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407.774-6078 FAX: 407.774407E wwwabdesigngroup.com AA #: 0003325 All h FU C Q Q UC Q R a IA SUBDIV. &BBOTT PARK LOT #37 BLK #7 PROJECT# 04181.000-37071 MODEL: E401 "2828-ENSLEYN' GARAGE SWING: RIGHT PMCOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C PRINT 09 21 21 DATE: / / SCALE: 1/4"=1'-0" SHEET E2 FIRST FLOOR PLUMBING PLAN SCALES 1/4 • I'-m' PLUMBING RISER DIAGRAM I N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com AA B: 0003325 V dl � W q� Q U Q 0C Q a aLTHDIV. de Lo ABBOTT PARK LOT #37 BLK #7 PROJECT* 04181.000-37071 MODELS E401 "2828-ENSLEY" Q/1RAQE BVrING: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C PRINT 09 21 21 DATE: / / SCALE: 1/4"=1'-0" SHEET P1 ppEEqqpp��RR 2X4 TOP PLATE - PL� PRE -FAD TRUSS IR' CLCL BOARD 1/2' DRYWALL —,_ 1-01- SECURE DT. — PLATE TO SLAB W/ 10d MASONRY NAIL S 32' OL. MAX FIN. FLR 2X4 WOOD STUDS *24. or_ SLAB ITIONS SUPPORTING HUNG PLUMBING RES AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. MTYP. INT. WALL (NON—BRG.) lll�l SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FSCR SMA. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS --// MTL. DRIP EDGE �// 2x FASCIA PER I -0 ELEVATIONS TrP. O.N. VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 3/8' GYPSUM Bt OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA, SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4'•I'-C' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.C. 8' CMU 1/2, GYP. WL. SD. - WOOD BABE — n W/ WINDOW OPENING H FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS, MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R30I.13 AND 1609.5.1. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE a 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.I'-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. OAux ao eRUL LM 1► FYC IILRN FOR am Lm alu 2 oao ws 2B GAS LINE THRU BLOCK V7'•I• AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PIE-EW. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY r W THICK 2 COAT - PLASTER APPLIED DIRECTLY TO MASGWY GALV. STME AEG, VERTICAL TRICK DY MAV. FADTOW TO TRA= !RACKETS 2V PRODUCT APrRDVAL REa S' CMRI en STRIC7IM�AL FOIF IENfORCR'IWi 2.6 P.T. a0 ATTAC MP TO FILL CELL AS PER PRCOYCT .rPlaovAl. lau2. SEALAHr 1 BACKER ROD NrATHER STRIP a GARAGE DOOR JAMBS D1 SCALE: 11/2'.1'-0' -2X4 SPF 24' O.G. MAX. -- SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFSACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG UD.TRUSS �CONT. 2x RAT SECURED PERJ / STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS a 24' O.C. 1/2' GYP. UAL. SD. - WOOD ISASE— F115ERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.11 ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHNG THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU `0 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 160S.5.1. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE ri11—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.1'-®' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 0466S TYPE ill OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 � d) W. w m u qm Q � Q EC Q LL—i auaDly ae LoTil ABBOTT PARK LOT #37 BLK #7 PROJECT# 04181.000-37071 MODEIA E401 "2828—ENSLEY" GARAOE OWING: RIGHT PAGE: DETAILS 160 MPH EXP. C +1!Iw PRINT 09 21 DATE: / /21 SCALE: 1/4"=1'— 0" SHEET D1 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 105.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG WD. TRUS°S-- 24' O.C. MAX. METAL DRIP EDGE--' 2x FASCIA PER—/ ELEVATIONS VENTED SOFFIT / REFERENCE STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1>0 FIRE -STOP SEE STRUCTURAL IX2 FIRE -STOP 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP O.N. TYP. FIBERGLASS SHINGLES WITH UNOERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED ' PER FASTENER SCHEDULE PRE-ENG WD. TF4USS— LE�ER ON 24O.C. MAX METAL DRIP EDGE BATT INSULATION REFER TO ENERGY CALCS FOR VALUES / 2x FASCIA PER-- 5/8' GYPSUM BOARD ELEVATIONS OR 1/2' HIGH STRENGTH / CLG. BOARD VENTED) Ix2 FIRE -STOP SOFFIT / -R-4.1 INSUL. REFERENCE J STRUCTURAL w K WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 3/4' T • G 8U5FLOOR E F GLUED AND NAILED AS PER NAILING 1/2' THICK, 2 COAT Q > SCHEDULE PORTLAND CEMENT w PLASTER APPLIED w DIRECTLY TO v � R MASONRY LEVATION IX2 FIRE -STOP SEE STRUCTURAL R LEVA ION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD �fELEVATION IX2 FIRE -STOP R-4.1 INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS iREFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. V cm 1/2' GYP. ILL. BD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP _0. OA. 6 Q w w 9 W w BATT INSULATION REFER TO ENERGY CALCS FOR VALUES 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD IX2 FIRE -STOP iR-4.1 INSUL 3/4' T t G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE ER -TEC—EVA—TION R L VATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSUL. Ix2 P.T. FURRING STRIPS • 24' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE L� Gw C" W/ WINDOW OPENING n WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4*-1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.00m AA #: 0003325 W r� lu lu 0 .� y � S is DUHDIV. de LOT ABBOTT PARK LOT #37 BLK #7 PROJECT* 04181.000-37071 MODEL: E401 "2828-ENSLEY" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C El 2 PRINT 09 21 21 DATE: / / scALE: 1/4"=1'-0" SHEET D2 D7Er. 2X6 P.T.. CENTER OF DOOR HEADER SECURED W/ (0 1/21 x ►' J-BOLT W/ 4' MR EMBEDMENT W/ 2' X 2' X Vb' UWHER 4 NUT OR LLV (2) VY X 6' ANCHOR COLTS W/ 2' X 2' X V6' WA m-ER 4 NUT 0 CURE 2x4 TO BLK W/ IE 0 114' TAPCON6 1 1,12' EMBED, 6' Or. 4' END DIST. I V2' EDGE 016T. o 111GaeM. o 2X6 GARAGE DOOR BULK SECURED W/ (5) 1612' X 6' J-BOLT OR ANCHOR BOLTS, UV 4' MRK EMBEDMENT, UV 2' X 2' X IM WASHER 4 NUT. (I) WITHIN O' OF TOP, (U WITHIN S' OF THE OTM, 1N (3) EVENLY 6PAOED. 0 O" U NOTES, ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURERS INSTALLATION INSTRUCTIONS "RE s,r_u NNMsr�iOriCNa a�F 1•IOOE sr�e4r GARAGE DOOR [1BUCK ATTACHMENT 3 erxe, w•.r r 2X4, ® 2X4, ® 2X4, m SECURE TO BLOCK UV SECURE TO BLOCK SECURE TO BLOCK W/ 3/16' TAPCON6 (MR UV346' TAPCONG (MIN 1/4' TAPCON6 MIK SHANK 617E A45 MIK SHANK 612E .145 MR SWANK 612E J48 MIN. HEAD SIZE 300 HEAD 61ZE 300 HEAD SIZE 300 MM. EMBEDMENT 1 V4•) MR EMBEDMENT 1 114.) MIN. EMBEDMENT 1 1/49 WITHIN 6' OF EACH WITHIN 6' OF EACH WITHIN 6' OP EACH END 4 W O.C. MAX END 4 16. O _ MAX END 4 15' O.C. MAX SPACING. SPACING. SPACING. 2X6, ® 2X6. ® 2X6, SECURE TO BLOCK SECURE TO BLOCK SECURE i0 BLOCK UI/(2) 3/16' TAPCON6 UV(2) 3/16' TAPCON6 WK2) V4' TAPCON6 (MIN. (MIL 614AK 612E JO (MIN. 614ANK SIZE 145 SHANK SIZE J45 MIK MIK HEAD 612E 300 MR HEAD SIZE JIM HEAD SIZE 300 MR -Lr►, cm MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 V4'1 EMBEDMENT 1 V4•) WTHN S' OF EACH END e• cm WIT14IrN 6' OF EACH END a, CMAI WITHIN ►' OF EACH END �' DRYWALL 4 W OZ. MAX 8PACW- 4 IS. OL. MAX SPACING. 4 B' O.C. MAX SPACING. 6. OL I94 P.T. OR 9/4'X4' MM. IR' DRYWALL IR' DRYWALL V7' DRYWALL SEQARE THRU FRAME 4 I'X4• 2X6, ® 2X6, ® 2X6, EXTEND I-I/4' INTO ❑ P.T. NAILER SECURE TO BLOCK 1714' SECURE TO BLOCK a 1'X4' SECURE TO BLOCK BLOCK W/ 3M' WK7) 3/V,' TAPCONB P.T. NAILER UUK7) 3/K' tAPCONS P.T. NAILER WK2) V4• TAFCLN6 P.T. NAILER TAPCON6 DOOR CASING (MIK SHANK SIZE J48 1/16' OAA X 4' MRK MIL GRAM SIZE .IN DOOR CASING (MK SWANK SIZE .145 (MIN. SHANK SIZE J45 MIL HEAD SIZE 300 MIK WEAD SIZE 300 MIN. HEAD SIZE 300 VI6' OAa X 4' MIN. MIN. HEAD 612E 300 MIK EMBEDMENT 1 1/41) DOOR CASING MR EMBEDMENT I V4') MIK EMBEDMENT 1 1/41) MIK EMBEDMENT 1-1/4' WITHIN 6. OF EACH EH1D WITHIN 6. OF EACH END WITHIN 6. OF EACH Elm DOOR CASING WITHIN 6. OF EACH END DOOR JAMB OR WINDOW 4 W' OG. MAX 4 m' OG. MAX 4 16' OG MAX 4 W O.C. MAX SPACING ATTACH TO 2X PER 6PACM DOOR JAMS OR WINDOW SPACING. SPACING - MANUFACTURES DETAILS. ATTACH TO 2X PER ATD J OBZX PERND� DOOR JAMS OR WINDOW MANUFACTURES DETAIL& MANUFACTURES DETAILS. MANUFACTURES TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" A IIINDOR TO BLACK +3/4" OR +5/4" 2X4, m SECURE TO BLOCK UV 3AW TAPCON6 (MIN. SHANK 612E .145 MN. HEAD SIZE 300 MIL EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 W Or. MAX SPACING. 2Xb, 1213 SECURE TO BLOCK WK2) SAV TAPCON6 MIK SHAW SIZE .146 MIN. HEAD SIZE 300 MR EMBEDMENT I V49 6' BMA! WITHIN 6' OF EACH END 4 16' O.C. MAX 6PACW- 1. DRYWALL 2X& 1=1 MX4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAP0046 DOOR CASING MIN. SWANK SIZE 14b M K HEAD SIZE 300 MAIL EMBEDMENT I V4') WITHIN ►' OF EACH END 4 1. A INK MAX �� DOOR JAM OR WINDOW ATTACH{ TO 2X PER MANUFACTURES DETAIL& NOTE, 61401 AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 1/2" �A TO BLOCK +1 1/2TO BLACK +1 1/2" NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4.) DOOR JAMB TO BLOCK +1 15/18" n1►INDOII TO BLOCK +1 1S/18" 2X4, SECURE TO CLOCK W/ 3AV TAPCON5 (MIN. 644AW SIZE .145 MIK HEAD 61ZE 31" MIL EMBEDMENT 1 1149 WITHIN ►' OF EACH END 4 B' Or. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, 17✓!0 ON OUT6IDE 4 SECURED ezcLm TO BLOCK TNROUGW NON-6TRICTURAL W/(2) 3M,' TAPCON6 3Ab' TAPCON MIL 1-1/4' (MR SHANK 612E .10 EMBEDMENT INTO BLOCK MIL HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN EACH END OF EAEND 8' cm 40,OZ, MAX 6PACW- IR' DRYWALL 2XlIh 69C cmFTI'X4 E TO BLOCK ' —K7) /l' TAPC:ONS WK2)3Ai P.T. MAILER MIK SWANK 612E Job DOOR CASNG MIK HEAD SIZE 300 MIN. EMBEDMENT 1 V4•) WITHIN 6' OF EACH END 4 VH' O.G. MAX 6PACMG. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM A6 NEEDED TO PLUMB JAMD (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +2 1/4" /:.1 NDOI► TO BLOCK +2 1/4" NOTE, SHIM A6 NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" rlxlxn�nw 'rn aTnrTc �v" 2X4, BE SECURE TO BLOCK W/ 3AW TAPCONS (MIK SHIAW SIZE 346 MIN. HEAD SIZE 300 MIK EMBEDMENT I V49 WITHIN 6' OF EACH END 4 16. 0r- MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2", ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TWROUCW4 NON-STRUCTURAL UV(2) 3/W' TAPCONS 3116' TAPCON MIN. 1-1/4' MIK 614AK SIZE A45 EMBEDMENT INTO BLOCK MIK MEAD SIZE 300 MIK EMBEDMENT I V4') WITHIN 6. OF EACH END ►, cm IS' Or- MAX SPACING. � V2' DRYWALL 2X& ® ❑ 615 URE TO BLOCK W92) 3A1' TARO" - MIL SWAM SIZE J48 MAIL HEAD 617E 90D MIK EMBEDMENT I V4.1 WITHIN 6' OF EACH END 4 IS, O _ MAX SPACING NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') VX4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W9272d WITHIN ►' OF EACH END 4 6' TO S• OG. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAIL& DOOR JAMB TO BLOCK +3" NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 7/16" IIIND01► TO BLOCK + 7/18" 2X4, m SECURE TO BLOCK UV 1/4' TAPCONS (MIK SHANK 612E J4b MIN. HEAD SIZE 3" MR EMBEDMENT I V4') WITHIN 6. OF EACH END 4 W Or— MAX SPACING. NOTE, 6TRUCTURAL 2X MUST DE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 114' TAPCON6 MIL 3A6' TAPCOJ MIN. 1-1/4' 614AW 612E Job MIN. EMBEDMENT INTO BLOCK HEAD 617E 300 MRK M1060MENT 1 V4.1 6' OF EACH END ►, cm 4 15' OG. MAX SPACING. LOT DRYWALL 2XA, ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER UV(2) I/4' TAPCON6 11 X 4' MIK MIN. SHANK SIZE 145 P.T. MIL HEAD SIZE 3" MR EMBEDMENT 1 1/4•) DOOR CASING WITHIN 6' OP EACH @ND 4 10' O.C. MAX ��Na DOOR JAl'ID OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 3/4" n11INDOW TO BLOCK +3 3/4" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32760 PH: 407-774.8078 FAX 407.774.4078 www.abdesigngroup.com L AA S: 0003326 h a � R W U PRO it �j sUDDIV. & LOT: ABBOTT PARK LOT #37 BLK #7 PIliOJLCCT# 04181.000-37071 MODMI. E401 "2828- ENSLEY" GARAGE BVIING: RIGHT PAGE: DETAILS 160 MPH EXP. PRINT 09 21 21 DATE: / / SCALE: 1/4"=1'-0" SHEET D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FLp MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/Z021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS I020 FBCR 10/2Z/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10532.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 20531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 1ZI31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2022 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 239S6.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 239W4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single lite EXT. DOOR 2020 FBCR 3Z/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 1Z/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 1Z/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.2 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 159.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 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 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIOABUILDING.ORG CONTROL DATE: 08/16/2021 1A41 N. RONALD REAGAN 81. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdoeigngroup.com L AA S: 0003325 J at w sees 94 h 1y LL O OQ t� Q I P101 sysarv. ae LOT: ABBOTT PARK LOT #37 BLK #7 PROJECT# 04181.000-37071 moDmu E401 "2828-ENSLEY" GARAGE OWING: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 MPH E . P12 3 PRINT DATE: 09 21 21 SCALE: 1/4"=1'- O" SHEET D4 IF INSTALL FASTENERS (CLIPS: NOTE, STRAPS, 6TAPLES) AS APPROVED BUILDING URAP REQUIRED TO SECURE SNAIL BE LAPPED A MINIMUM OF PIPE/ URE TO FRNNMG " 6' • VERTICAL LAPS (ROLL ENDS) 4 6' a HORIZONTAL LAPS. STUCCO LAYER �, • ALL SEAM NEED TO BET, -, LATH VERTICAL LAP TO BE I' 81UCC0 WR4P OTM FORTIBER SHEATHIWRB LAYER SU, POW199 R / BUILDING PAPS! PREFORMED CONTROL JOINT �- •� %' THICK 8 COAT CEMENT N�AL LATN FLANGE OF CONTROL JOINTS T \ PLASTER / 6'x6' SELP-ADHERNG MEMBRANEBE WIRED TIED TO LATH a 6' WRD LAYER 9, FORTIPIBER OW-ADNERNG MEMBRA E OG. MAX (VERT.). NOTE, DO BUILDING PAPER K A6 4M6 OVER 4'x4' NOT FASTEN CONTROL JOINT TO r naa L.Y a M[FLAUMMG OVER APPROVED WALL EVEN P 0nm exJOI MOUSE WRAP.E1441N.NALD RFAGAN BLVD BEYOND EXCEPT' BTA ISTSLES uV APPROVED METAL LATH PLASHIri TO EXTEIJD OJTo PIPE OOD, FL32750 W LEG HAY BE USED TO TEMP. FASTENED eT'(VERTJ OTC. HAx f X X X 4'x4' BEEF -ADHERING MEMBRAP! SECURE CONTROL JOINT 4T SUPPORTS Ji X X 6OVER APPROVED 07-- 74.8078 DIRNG INSTALLATION �FIOUSE YRA1P. desl nWRD LAYER 107-7744078 FASTENERS TO BE SPACED STUCCO WRAP FETAL LATN9FLASHING TO EXTENID ONTO PIPE g �'OUP.COm #: 0003326 • T' O.C. MAX VERTICALLY IT WOOD SHFAT14NO WRB LAYER'(, k THICK, ! COAT CEMENT W CONT. BEAD OF SEALANT I STUCCO WRAP I PLASTER INSTALL APPROVED MOU61SURAP AIR METAL LATH INFILTRATION 86AMER OVER a. nM R LAPLY UM LAYER 4, POWRISOR OMEAT14MG Ulm LAYER 7�77, PORT [DER � � ISUILOMG PAPER ELASTOMERC COATING OVER STUCCO) WLDNG PAPER \ I �WR P C.V. FMMM (SEE TYP WALL SECTION) — STUCCDUft LAT LA IN SMAL NOTA\9 v To e WOOD SNIEATMINGSECTITWRDUS64 ON CONTROJOINTS BUT BNLAL Extmlor use of portand o rft plasior m STOPPED AN shall complyvnm the applipton IN TIED AT EACH SI requi—t of ASTM C 926-18b. PER ASTM C44 PROVIDE 2X4 BLOCKNG FL PLACED AT MAX. 6' TO 6' r rnx uru LAP. 4• OVER lwallubw of emnor totting and framing FROM CONTROL JOINT OMEN CONTROL JOINT FALLS ON RU STCTURAL STUD nI ALL L— shell comply'mti ASTM C 1083.19a, o,WM 1787. ASTENEM FOR LATH TO BE NAILS OR- -•� i SCALE, IR'al'-O' STAPLE6 N COMPLIANCE UV ASTM CIE69 2. UARE TIES TO BE (NO. M) 0,04T6. ORE T. BLOCKSHOMAY BE N ADDITION/ \ 6 TO WALL STUDS REQUIRED PER PLAN 4'x4' SELF -ADHERING MEMBRANE 4' PLASHING (OOMVERTICAL LATH URA('TIBLEUH IUMAP MATERIAL) OVER APPROVED MOUSE WRAP 1 � O el g l(Q]1 w 1 1a ya alp & PAPER DETAIL FLASMNG TO EXTEND ONTO PIPE ;'K \ / WOOD STUDS I' OR LESS PIPE $ 6'x6' SELF -ADHERING MEMBRANE PENETRATION R.ASMN^s (COMPATIBLE UV HOUSE MATERIAL�:. SNEATHMG SELF ADNEroNG OVER SIDE LAPS OP METAL PLASMI IS OVER APPROVED PLASTER BASES SHALL ' T BE SECURED TO BUILDING f FLASHNG TO• EXTEND ONTO PIPE O"M" TYPE CONTROL JOINT � ISM mmD PAPER BETUM Oul-lav S W OTM OO416-IL (ITT -Mr) 67LCW e—A- CUT AND OVERLAP ONE SIDE OF c ORE AT INTERVALS NOT 3' LAP .PAPER SELF -ADHERING MEMBRANE RE MOTHAN O' (226-MM). FLAWING CUT AND OVERLAP ONE SIDE OF C A6 PER g6Tn C 069. STEP 01 sip 02 FEMBRANE O L riOLD NY.RD • FT. A O l FOLD NYalp • R. A ®FOLD aOWAW I". al ® KIC KO UT Imo• POR REPAIR OPTEARS HORIZONTAL LATH IN Ulm LAYERS. PIPE FENETR4TION DETAIL (FRAME) DETAIL TEARS 3,A MAY BE PATCHED & PAPER DETAIL W WRAP TAPE PERR MA N.T.S. MANY. SPEC. OR POLO PEEL a STICK WOOD SHEATHING OL FOLD Muwc . ® L FOLD Nualo . n. A OR CMU M�AMr. a zcpAsa.Fr. a $ WR5 LAYER 01, A. aRAa M. c a COMA" Pr.c s STUCCO WRAP (FRAME ONLY) A. FOLD FT. CM. 6 T1LL Pr. c TodesOUu1I6 ` ?; ® 80R0"r`AN°E ® �' THICK 3 COAT CEMENT PLASTER (FRAME), 1/1' z COAT �, E G E N D ` CEMENT PLASTER (CMU) °w METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER DRAINAGE PLANE (WRB • T.I. �� ROOF/WALL SCREED PLam miumT1" '. LAYER 01, STUCCO WRAP) am- FOLD. OQ �5 IIGI OUT. y THICI, 3 coAT cENENT z 5'X5' 'L' TYPE CONTINUOUS WRB LAYER 02 ( FORT IF I BE R — ...... — — P �Tr xT �T f Z GAL V. METAL FLASHING CMW BER (NAIL TO ROOF DECK, NOT BUILDING PAPER) YIRBLAYER 4, BUILDING r PAPER111 OWY) WALL SHEATHING) wsBLAYPJEI, c+ CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X enNcco uRrlPrnaars oat INSTALL WITH ROOF CEMENT fA LTHDIV. Ie LOTBBOTT PARK LOT #37 BLK #7 PROJECT# 04181.000-37071 MODELT E401 "2828—ENSLEY" GARAGE SITING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LM LATlI! Q 611LDF10 0 , oVRa NAILMRp DIO&STOP Yl .. '�, .. ., a..... .' STUCCO Qw .. pla" OR womption .... " j ROOF CEMENT WOOD OR 71/16ll ZIP WALL ���� %aU4LLPLAlwm € a I ROOF PER ELEVATIONS i SHEATHING 2 3 2 �E WAHL)PLAwN� ''`� SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION No aaTos Tglrt ecAL rll?D oR 60wmmogjigxnT. R1m31.1 / ASTM C-a4i-14a, MIN. 2.5 LBS. PRINT ORI' EDaa, o„ea.Ar a'. LD TOIILNATALLKKxgE �*»°'R°°P' PER SQ, YARD (UTILITY OR NOMINAL DATE: 09/21/21 SCALE:1/4"=1' PA.TB1 x• o<r•wL P.rl.lua.P LATH DOES NOT MEET SPECIFICATIONS) SHEET L FLASHING N.T.S. tl tl A 1-0" TnT INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE($) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM. 2. SIDES. 3. TOP I' X: VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND }'..,-. SIDES ONLY. SEALANT IS TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i_ JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y.' CAULKING a JOINT ALL AROUND I PER SECTION R703. Exterior lathing and plestedna I Exterior use of portland cement plaster BACKER ROD shall comply with the application -- requirements of ASTM C 926-18L X: Installation of exterior lathing and framing shall comply with ASTM C 1063-19a. 1;XS or ASTM1787. WRS LAYER 9, STUCCO WRAP HOODED VENT COAT CEMENT PLTHICK AS R3 METAL LATH WRB LAYER Q, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER h, STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER woDD coNaTucnoN —METAL LATH 3� 6' d"PJ VINYL GA6iNG BEAD W RAISED BAND V TON MID -WALL iiese araeen W WIDE STRIP SELF ADME61YE FLAGWING. CLEAN MA6ONFtY BEFORE APPLYING Z FLA6HIKa STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED WZSTONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (LURE LAYER 01, STUCCO LURAP) WRB LAYER "2 (FORTIRBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2S LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS BUILDING PAPER UNDER 'QUICK FLASH' �_�VENT PENETRATION SCALE: N.T.S. ELEC. METED VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I� `ELEC. 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-POLYBLEND FOAM ""� "�R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES CONSTRUCTION WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER THICK, 3 COAT CEMENT PLASTER 1b' TO Ya' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAMEZ :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 'I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW THAT 9 RANE BOX, FACE EDGE CUT SUCH NO MEMB ENTERS APPLY TO 0� WOOD SHEATHING WRB LAYER -1, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD GTRUCTURAL MEMBER T' O.C. MAX K' TO )j' MID•WALL W EP aCREED ADHEI IVE FLASHNG, CLEAN MA60NRY BEFORE APFL7NG HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER h, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER '1 STEP #1 STEP #2 APPLY E-Z BEAD OVER 6O MIN GRADE '0' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #3 WRB LAYER M, STUCCO WRAP APPLY 60 MIN SELF-ADHERNCs GRADE 'D' FELT MEMBRANE FLASHING OVER SELF-ADHERNG FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIP15ER BUILDING: PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH IS 5TEF #5 STEF #(o nELECTRICAL RECEPTACLE 1441 N. RONALD RFAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003326 y J W SP m 1 S I] LU q U a 2 SUBDIV. Ae MT: ABBOTT PARK LOT #37 BLK #7 PROJECT# 04181.000-37071 UODEL: E401 °2828-ENSLEY' GARAGE 8111MG: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C 202 PRINT 09/21 21 DATE: / SCALE: 1/4"=1'-0" SHE�E�TT dd A2 WOOD SHEATHING EXT. WOOD FRAMED WRB LAYER 1, 6UD,:iOOR COLUMN SHEATHING STUCCO WRAP WEATHER RESISTIVE WOOD WRB LAYER 4, FORTIFIBER PRE-BNG'D TRJSS BARRIER 1 CONSTRUCTION BUILDING PAPER WEATHER RESISTIVE WEAR RESISTIVE -Y.' HAT CHANNEL i' THICK, 3 COAT CEMENT BARRIER N BARRIER n • TYPE 'x' DRYWALL WEATHER RESISTIVERI_ 6' SAF. • TOP OF WEEP SCREED BARER -2 / b' SAF. \ TO SHEATHING BEHIND WEEP SCREED �' THK2C 3 COAT CENT- RIES \ll PEEL STI(:IC PLASTER WOOD SHEATHING PLASTER 4' POSITIVE DRAIN 116'x3' 'L' FLA84+ING METAL LATH FULLY EMBEDDED arae AQ1399 IN ROOF CEMENT 1441 N. RONALD REAGAN BLVD WOOD SHEATHNG WRB LAYER 1, J 1)i' X 3' 26 GA GALV. LOPIi 4070-77_07.. 0 STUCCO WRAP - \ METAL DRIP EDGE FAX 407-77_ , i' THICK, 3 COAT CEMENT �`� SET IN FULL BED OF g gr V Yi GAP FOR BACKER www.abdesl n ou com PLASTER i _ ` EXTERIOR GRADE ROD A SEALANT SEALANT, K' MIN. AA N: 000. AM66-WFWC-l80 CUSTOM CASING % W SELF-ADHEREING DRY WALL SPACE FROM DRIP 92 pL,q�,18,� WRAI°PED FACE TO TREX WEATHER RESISTIVE 64 ` \ • TOP OF WEEP SCREED TO SHEATHING BELOW 4' POSITIVE ORAN PL 14IC l3 COAT CEMENT — --- ��.se arwaD vNYL CORNER BEAD VINYL CASING BEAD j .,,Y.. BARRIER 1 WEATHER RESISTIVE r2 \ WATER PROOFING lot BARRIER i X. ``'� WRB LAYER 1, STUCCO WRAP NO GAP TION OF - -- - — (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) LAYER (2 LAYER PEEL •" -� ,��'�+� STICK) rrs a,,wn EXTERIOR COLUMN COLUMN SHEATHING LEGEND i' e•. • ;. C WRB LAYER -2, FORTIFIBER b' SAF. BUILDING PAPER PEEL A -TICK, - 116 x3 L FLABFIING DRAINAGE PLANE (WRB b' SELF-ADHEREING SUS, BOOR ® FULLY EMBEDDED IN ROOF CEMENT LATER "I, STUCCO WRAP WRB LAYER 1, �a r FLAGWING PEDILEVER I K' X 3' 26 GA. GALV. STUCCO WRAP • CORNER OF METAL DRIP EDGE WRB LAYER "2 (FORTIFIBER — — - — - — — AMICOAM66-WFWC-,E® I Y";E,� 0 CANTILEVER DRIPA%aN�T,�K I K'O Yj' P.T. OR SIMULATED BED of BUILDING PAPER) CUSTOM CASING BEAD WOOD (TREX)FILLER, SPACE FROM DRIP __ - EDGE CONTINUOUS -'--- Y: GAP FOR SEALANT VINNYL C°A° BEAD METAL LATH x—x—x—x GAP IN FIELD OPT. BACKER ROD. WATER PROOFING lot NO (SHOW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 3' X 3' 26 GA GALV. FINISH LAYER (2 LAYERSTICK) METAL DRIP EDGE MODIFIED 90 3/4 RESILIENT LAYER l2 LAYER PEEL WRAPPED FROM _ ST UGCO CASING BEAD PEEL a STICK) SET M FULL BED OF - HAT CHANNEL BALCONY DECK TO CANTILEVER DTL C 6' PEEL A SEALANT, MIN STICK. I SPACE FROM DRIP VINYL CASING BEAD WOOD OR 1116' ZIP WALL SGALE� I IR'•I'-0' DECK RDD eEALANT WATER PROOFING lot PLASTE 9 COAT CEMENT WOOD SHEATHING VINYL CASING BEAD FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL A STICK) WRAPPED FROM WRIS LAYER 4, FORTIFIBER i' THICK, 3 COAT CEMENT PEEL A STICK) 3/4 RESILIENT BALCONY DECK TO 2 IR rfxueR Inaen BUILDING PAPER } f PLASTER HAT CHANNEL CANTILEVER J' THICK 3 COAT CEMENT FASTENED TO SHEATHING ,, - ! WRB LAYER •I, RYWALL 5/St4IR METAL LATH PLASTER -, • l• O.C. MAX C METAL LATH i r, 1 STUCCO WRAP W/TAINTED WOOD SHEATHING METAL LATH .'; � FIN j TT CEMENT l2) 2x12 HEADER °�' TYPE 'x' DRYWALL IWTEXTURED A PANTED SOD SHEATHING WEATHER RESISTIVE WRB LAYER 1, •Sr N STUCCO T 1 NICK, 3 COAT CEMENT M WRB LAYER °2, FORTIFIBER PLASTER FINIaN WRAP PLATER . BUILDING PAPER �PLASTER3 COAT CEMENT WEATHER RESISTIVE 4�P08ERIVE DRAIN �� WOOD SHEATHING 6'SELF-ADHERING � `''' � METAL LATH VINYL CORNER BEAD 4' POSITIVE DRAIN WEEP SCREED i va0 NreaaD METAL LATH FLASHING tfi I - VINYL CORNER BEAD !I -- 7 S ' THICK, 3 COAT CEMENT VINYLCASING AD NO GAP IN FIELD WRB LAYER -2, FORTIFIBER (EXPLODED VINYL CASING BEAD NO GAP N FIELD (SNOW FOR CLARIFICATICN OF BUILDING PAPER EW FOR PLASTER (SHOLLN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) �I CLARITY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP 14 A CORNER BEAD ® FRAME DRIP CAP DRIP EDGE 11D 11 EDGE INSTALLATION INSTALLATION WINDOW FLANGE WRB 1WR 1, L WOOD CONSTRUCTTON STUGGe WRA P 2 I/2° IT{h\ WEATHER RESISTIVE BARRIER 1 CORNER BEAD WRB LAYER 02, FORTfFIBER 4' i i - BU13DIV. S. LOT ABBOTT PARK LOT #37 BLK #7 PROJECT# 04181.000-37071 U0DELa E401 "2828- ENSLEY' GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C WEATHER RESISTIVE (FASTENER < SPACING a l' O.C.) BUILDING PAPER ' BARRIER •1 i METAL LATH i VINYL CASING BEAD i' THICK, 3 GOAT CEMENT 5/S' TYPE 'X' DRYWALL METAL P THICK, 3 COAT CEMENT ! i W/TEXILRED A PAINTED PLASTERj.;', ; 3 20 1 FINISH WOOD SHEATHING 6'SELF-ADHERING THICK, 3 COAT CEMENT HEADER/BCMU EAM FLASHING / PLASTER I/2' THICK, 2 COAT CEMENT )sL CRA VINYL CORP. 4' DRIP GAPNO ' %� VINYL CORNER BEAD PLASTER APPLIED POSITIVE DRAM u�aP arxen DIRECTLY TO MASONRY DA:VINYL CAM BEAD NO GAP IN FIELD WINDOW FLANGE DAT E: 09/21/21 (SHOLINSCALE: 1 /4"=1'- 0" SEPARATE TE CLARIFICATIONOF 14'B CORNER BEAD Ca? BLOCK 1cJB CASING BEAD I(& WINDOW SEPARATE ACCESSORIES ONLY) SHEET @aRIP EDGE INSTALLATION ( FRAME, NO BAND) WA3 AW GAP TYP J' THICK, 3 COAT CEMENT WOOD SHEATHING Giro TRIM PLASTER METAL IX TRIM MEMBER LATH LEGEND - � WRB LAYER •STUCCO To STUCCO WRAPP SIDING TRANS[ WLAYER 62, FORTIFIBER DRAINAGE PLANE (WRB TION RB WOOD SHEATHING BUILDING PAPER LAYER 01, STUCCO WRAP) WRB LAYER 02, FORTIFIBER i SIDING WOOD SHEATHING WRB LAYER 02 (FORTIFIBER — • . . — BUILDING PAPER WRB LAYER "I, BUILDING PAPER) METAL LATH STUCCO WRAP METAL LATH x—x—x—x j' THICK, 3 COAT CEMENT ! WRB LAYER °2, FORTIFIBER SRO WRAP WRB LAYER P STUCCO PLASTER BUILDING PAPER STUCCO WRAP WOOD OR 1/I6' ZIP WALL 6'SELF-ADHERING METAL LATH CASING BEAD SHEATHING FLASHING '- 'THICK, 3 COAT CEMENT 6' SELF-ADHEREING SELF-ADHESIVE FLASHING — — — — VINYL ANGLED VEEP LOADED PLASTER FLASHING OR PEEL 4 STICK CASING BEAD K' CLARITY) SIDING TO STUCCO CASINGBEAD -- ---------------- ----------------------------------------------------------- - - -- DRIP GAP 18 (CROSS SECTION) PLA THICK, 3 COAT CEMENT - SEALANT WINDOW FLANGE ST� CAAYlRP , METAL LATH VINYL ANGLED ` BEYOND j CASING BEAD `p alooD eHEATHNG I i WEATFER R[SISTIVE ' WRB LAYER R, FORTIFIBER ' DAIlRIER'I BUILDING PAPER ' LLlATHERRESISTIVE sue/ I WINDOW FRAME �( I DAIgiIERO WRB LAYER 02, FORTIF15ER METAL LATH 2 x T Y; LAP SIDRG / `. SELF-AD1 EMW. �. REVEAL i ! FLASHNG ; BUILDING PAPER � i i' THICK 3 COAT CEMENTS �' SELF"ADHERNG I 4 i i PLASTER - i FLAWS' i �� I `� BWARRIERRe RESISTIVE I E-Z BEAD VINYL CASING 1 STARTER STRIP / WEATHER RESISTIVE ; (W/�S' FLEXIBLE PVC BACKER ROD) ; VSELF-ADHERING J I �I �\ BARRIER 4 I � I FLASHING �* , ! a�el+ir' I I AL DRIP GAP F IALVIDID MET _ 7' FFLAWNNG I I ' WRB LAYER 01, STUCCO WRAP, I x i' EMULATED ; WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE TRIM MEMBER i CASM:' I 6' SELF ADHESIVE FLASHING I CASING BEAD ® WINDOW I' ;a,o•TRIM 'ER WOOD SHEATHING (FRAME, W/BAND) �,\ SAPWCAULICNG ; 2XFRAMING 15 C , ` { / DR APPROVED SEALANT MEMBER DETAIL BELOW EXPLODED CASM SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME -------------------------------------------- 9 TRANSITION Y4' GAP TYP THICK, 3 COAT CEMENT ' CASING BEAD PLASTER NOTE: WOOD SHEATHING SEALANT 70 WINDOW METAL LATH METAL LATH: LATH TO BE PER SECTION ' METAL LATH PER / ASTM C-541-14a, MIN. 2.5 LBS. i PER SQ. YARD (UTILITY OR NOMINAL I WRB LAYER 02, FORTIFIBER I LATH DOES NOT MEET SPECIFICATIONS) STUCCO WRAP WOOD SHEATHING WINDOW FRAME BUILDING PAPER WRB LATER ry, WOOD SHEATHING WRB LAYER 4, FORTIFIBER BE OH�rwcnoH V SELF -ADHERING I i BUILDING PAPER i FLADHING WRB LAYER 01, USATWREArHNG I I THICK 3 COAT CEMENT ; WTgR RESISTIVE WEATHER RESISTIVE I PLASTER , STUCCO WRAP �A R �81eT� �� �� i°AMIK RRIERR " TO LAP P i i ! BARRIER 4 / / OF W FLASHNG x T Y' LAP SIDNG , ! 1 WRB LAYER 02, FORTIFIBER REAL i I °� I ; WRlR RESISTIVE I I VINYL ANGLED , Bro UILDING PAPER r'SELF ADFERrt+c I BARRIER I WRB LAYER "I, ; CASING BEAD ' PLAWING - �� / BARRIER i STUCCO WRAP METAL LATH VINYL CASING BEAD i STARTER STRAP �� �� 11' THICK, 3 COAT CEMENT ooNorcAulcan I I � FLAW TAL 8' WIDE PEEL J STICK I (EXPLODED 8 VIEW FOR PLASTER �` / opt; WINDOW FLANGE OVER FLAW CLARITY) GALV'D METAL WEATIER RESISTIVE Z' FLASHNG BARRIER -1 TO LAP I ;I uIbDD� ` \ `, MN ABOVE TOP E-Z BEAD VINYL CASING &TPPLAWNG i 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROC ? E-2 BEAD VNYL CASING ` Y' x •' SI�q TED ' rwr%• FLEXIBLE P/C i' u13oD TRIM tEMBER MEMBER -APPLY FULL BED OF SEALANT BETWEEN u ; SACKER eNG \ / , I I -LAWNS HEM' FLANGE 4 BUILDING WRAP CASING BEAD 6) RAISED Ri4W� � I BUILDING T AeCO4rERT \GAP W/CAULKING 1� I OR AP ROVED SEALANT WRAP try p BAND (FRAME) HER RESISTIVE ._ W �THERRRES18Tve / 11 SCALE: E.z BEm vNYL eaelHG ---------------------------------------------------------------------------------------------- WEATHER RESISTIVE' BARRIER 4 rWAb' FLExIBLe PVO OAdCER ROD) 0 FR METOTO FRAME BARRtER"E'1ST� E Z BEAD WINDOW CASING - TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774807E FAX: 407-774407E www.a bdeai gngroup.com AA #: 0003325 y m K U YW1 �Sj, 0 MMMOIN SUHDIV. 89 LOT: ABBOTT PARK LOT #37 BLK #7 PROJECT* 04181.000-37071 HODELA E401 "2828— ENSLEY" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. B2 PRINT 09 21 21 DATE: / / SCALE: 1/4"=1'-0" SHEET WA4 BE TARN IN IGEEPINGTIEVENTPROPERLY 4', B' AND IM SHOWN IN YGA VANZED ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NNL IN FIAM USING I. M".1. AT EACH CORNER. ROOFING CEMENT SHOULD BE APPLIED TO ALL SHINGLE EWES NEAR THE CUT T GOOSEN—VENTWENING IN THE ROOF OUTER EDGE AND ARWND THE ENDRE PERIMETER AS RECOMMENDED IN SEVERE NEATER COASTAL SHEATHING. SIZE TIE OPENING IN ACCORDANCE wTH THE CONSTRUCTGN ZONES. CHART SHONN. IN THE EVENT AMECHMNCAL VEMFMIIS )RED, s2E T# VENT OPENING INACCGRDANCE WTH VENT FAN NANUFACT)RE'S RPM CCNNECTON INSTRUCTIONS. DD MT CUi INTO TRUSSES CR MFIERS wEN CUTTING TIE OPENNG IN THE ROOF. INTERFERING SHINGLE NAILS AROUND TIE REPINE OF THE OPENING SO THAT THE NNLING FLANGE GF TILE VENT LAYS FLAT TO ME RGOF SHEATHING. SLIDE HE TOP MID SIDE FLANGES OF THE VENTW AND UNDER SHINGLE SLLOM VENTFLANGES TOIAV ON I THE TOP OF HE $HNGLES. • D ROOF HOOD VENT DETAIL SCALE, NTS dR NOUSEURAF AT tl' ANGLE MODFED 'I' CUT N HOUSEWRA , LSE OPUNDGN- OPENNG APPROVED NWSE~ OVER 6 EAT14M OVER UD STUD WALL INSTALL S— SELF-ADHEIRHG FLAM M OVER NAILING PLANGE JAMOG TEMPO POLDJ NO" TACK F a HEA FOLD N AT \ SLOP STEP 1 EMEND RLASNIAIG MN WLCW SILL PLE)LIBI.E FLASHING DO NOT SEAL SIOTTOM —� PH STEP 6 VNTL HEAD FLASHING (WITH DAMS) NAILMG FLANGE I FLAMM EXTEAD SELF-Aa P MIN eeT•oNo Jaye INSTALL VINYL I CAP ASPHALT RASTC CEMENT MOLDED AROUND BASE OF PIPE AND OVER RANGE uY INT. EDGE OF SILL KO. rEONANICALLY PASTEN FANNED EDGES. (GAP NAILS, STAPLES) INSTALL OU"04T PLEXV~ AS TH PLASHING AT THI FOLD House P DOM 4 TAPE DIAGONAL CUT I ACROSS HEAD OP MNDOIu PLUMBING VENT DETAILS SCALE, NM F SEALANT AT AMBS AND HEAD IPPLY TO BACK I NDOW NAILING LANSE N LINE BY IIM-cLaill OR SLOTS. INSTALL S• WIDE ADNESIN - BTACI= FLEXIBLE K -46W BH MATERIAL OYER DRIP CAP JOINT (FWMCTO-~ BT-!SOUL a EOUIV) STEP 7 STEP 8 ``iiz� WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 4 STEP 9 FLAM Fe FLAMING OVER JOINT UNDERLAYMENT ASPHALT ROORN3 -ENT M FASTNERS VATHIN S' OF CENTERLINE -"IEN TRA F9HINGLEASTNERS IN D OF EXTEND END SHINGLE AT LEAST I2-BEYOND VALLEY CENTERLINE I'- -CLIFPEDGFF _DEGREE: .e - • FR0NIVSTRIMAETERUNE FRW VALLEY CENTERLINE L IT m THE CONTACTORS MOPIM SIO LTY To VENT ROOF VALLEY DETAIL '� p,SSIALANTS 4ATWLITY `"-ADN`T° ND`�°N° A NOU&E10 SCALE, NITS S U, D DURINx.eRPn MATERIALS R-AaNNO FIATEItlAL6 U6ED DURING CONaTItlICTION s. INSTALL. ALL MATEIALS rtR M~ACrA'NM SMITTEN SPECrICATIONS U#JMN01. SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. N AND SEALJAMD TO SILL JONTS WITH t" FOLLOWING COMPLETION OF IOR RETROFIT WORK t REPAIR SCHEME SHOWN SHALL DE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING QM SEAL INTERIOR PERIMETER OF WNDOIU WITH SEALANT APPLY 061 Wu (O EQUAL) SEALANT A FLWD APPLIED PI ASNNO (LANCO UNITE -SEAL. RC -OS OR EOUALJ. SLOPE SILL TO EX L IT IS THE CONTACTORS IMSP OMN81LTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING SEALANT& I SELP-ADHERING FLASHING MATERIALS USED DURING CONSTRICTION. 7. FLASHING AT EXTERIOR WINDOWS AND DOOR OM NNW MALL BE INSTALLED N ACCORDANCE WITH MANFACTI/ER& INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF FSC RTOAI U N ACCORDANCE WITH PENESTIVATION MAMrAOTNERM& INSTALLATION AND KASNMG INSTRJCTIONG. NMEM SEALANTS MAY REACT ADVERSELY F NOT CO•PATIBLL WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NT& 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407.774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 -S W ul W m� g SUHDM to LOT ABBOTT PARK LOT #37 BLK #7 PROJECT* 04181.000-37071 MODEL.• E401 NN2828-ENSLEYN' GARAGE SKIING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2x6 SUB-BANb W/1'x4' NOTCH tv END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE �\ 1� 1/8' TEXTURED I FINISH 9 WOOD I �� 2x6 sue BAND 1/2' TEXTURED FINISH 6+ CMU METAL FASCIA / \�` WRAP Ys' FROM ©FLAN B STUCCO, I' FROM WOOD WALL \� EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION `4 L 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CrWI METAL LATH {-81ppD SHEATHING oR cru l WRB LAYER "I, STUCCO WRAP (FRAME ONLY) WRB LAYER 4, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) ROOFING CEMENT TEXTURED FINISH I WOOD, 1/2' TEXTURED FINISH o 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 EDGE . KICK OUT PRE-ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND WM'x4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x x x x x x x x �X>-� x x x x x �C7��x x SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Il 'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY kME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/t0 'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.a bdeelgngroup.com AA B: 000L25 h 1 W U a mm aysDty as LOT 14 ABBOTT PARK LOT #37 BLK #7 PROJECT# 04181.000-37071 HODEZA E401 "2828—ENSLEY" GARAGE 9TIWG: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. QJ 23 PRINT DATE: 09/21, scAI.E: 1/4"=l'-0" SHEET dV q 6 23'-0" 6'-4" 8'-8" 4'-6" 5'-0" 10'-0" 0 TOP OF SLAB 4" CONC. SLAB wI w tz wI FM-16x18 ~ O Lu K 111 8'-0" ; i w I r FILLED CELl 16" O.C. MA4 PNO r FM-i6x18 EXTEND � i SLAB 1 1/2" 4" § CHASE 1,! i 33'-11" II� ; ( 4'-1" #3 BARS 19 0'-0"FA_.___.__IN.ELEV,__._. FIN. CONONC. SLAB UP TO ii soI FLOOR (FIELD VERIFY EXACT I i LOCATION) T-0" LONG 8 ' W/ 10" HOOK CWC-12x12 1.1 w @18"O.C. — rFEXTEND ------ 5O5 11, PVC CASE 3' 2"FOR ELEC. SLAND I I. CL" ---FM-20x1 B 3 U LL 101-8" 27'-4" EXTEND SLAB 1 1/2" FM- i8x18 I F1-24X24 FM-16x18 J _ 1� 4" CONC.1 I t! m Fi-24X24 2'-8" 1y °' *-3 1/2" 1 I x I� FM-12x78 v I� 1A 11A 1 I1 1.1 1.1 I 4,1„ a FM-16x18 3,4„ 9,_8„ I T-O" 5'-8" 19'-4" FOUNDATION PLAN SCALE: 1/4" = V-0" 4" CONC. SLAB 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 + 0'4% SEE SURVEY PLOT FOR AVD, 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. I I.OINDICATES #5 BAR, OINDICATES #6 BAR,ONDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6.36'1, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, 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 T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6k6 WIAXWIA OVER GENERAL 3 112" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS IS, - (2)#5's (+)0'-0" FMC-1208 12" CONTINUOUS 16' (2)#68 #51N CURB VARIES FM-16x18 18" CONTINUOUS 19, (2)#5's (+)0'-d' FMC-16x18 19' CONTINUOUS IV, (2)#68 #51N CURB VARIES TE-1 8" SEE PLAN 8" (1) #Fs #51N CURB (-)01-4" CW-12x12 17, CONTINUOUS 12' (2)#5's (2)#5's (+)0'-0" CWC-12x12 17, CONTINUOUS 17, (2)#5's (2)#5% #51N CURB (+)0'-0" F-24x24 24" 24" 12 (2) #6'5 (2) #5'6 l*) 0'-d' FMC-20x18 20' CONTINUOUS 18" (2) #5's VARIES FM-20x18 2d' CONTINUOUS 16' (2)#5% F1-24x24 24" 1 24" 17' (2) #5's 1 (2) #5's 1 (-)0' 8" 1441 N. RONALD REAGAN BE LONGWOOD, FL 32750 PH:407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 000332E aN W � U pp � pp 1�t1 a ICI SUHDIV. & IAT: ABBOTT PARK LOT #37 BLK #7 PROJECT, 04181,000-37071 MODET- - E401 "2828— ENSLEY' GARAGE OWING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C WE SCALE: 1/4"=1'—O" SHEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING }} STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTED rrr — _ ° CELL SEE PLAN FOR SIZE AND CELL SEE PLAN FOR SIZE AND a ; � ° v ° SPACING REQUIREMENTS i SPACING REQUIREMENTS c°° 1 ° ° GARAGE DOOR w m ° FCORNER RECESS qqw a' i 8" CMU WALL m 8" CMU WALL i > BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH W' LEG EACH W H ♦ b +- 0'-0' , B w 0, ° TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS CURB FOR SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. EXT. PORCH SLAB CHAMFER (1STORY) #3 181, gAi -VARIES SEESLABSCHEDULE TOP OF GARAGE °FOOTING EXT.PORCH SLAB 4" CHAMFER _Ig - CONTINUOUS STEEL MONOLITHIC - ° REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET >:p. AT ELEVW/1/2" ISOLATION CHAMFER 2-STORY ) JOINT (WHERE #4 24 (1-STORY) W/1/7' ISOLATION 6'CHAMFER (2-STORY) 0'-0"( APPLICABLE) iEE SCHEDULE 1Ri 30" JOINT (WHERE APPLICABLESEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING BAR SIZE #G FORWXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR, BAR QUANTm 47, AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE:3/4"=1'-0" n 2 @ GARAGE SCALE:3/4"=1'-0" CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" - (1)#5 REBAR VERTICALLY W/GONG. U POURED CELL o a 8" CMU g a 4 REBAR @24" O.C. Q CENTER OF STEEL REINFORCING IN GROUTED E CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS i irc sod 5 riii[Fa I NEW REINF. BAR i S g SECURED W/ 2- PART - 2" CAPPED ] EPDXY. MIN. EMBED I o rc GALVANIZED PIPE d 8". UNO a• b WIFLANGE BASE S . FOLLOW ALL MANF g "GONG., REINF. W/ I SPECIFICATIONS FOR S a'w m ° F 6'k6" #10 WWM ON >� SEAND w PREPARATION OF 8" CMU WALL 1. MIL POLY ETHYLENE " a7 _ '� 4„ 4 HOLE. I VAPOR BARRIER ON w ° ; 1 "� WELL -COMPACTED SECURE SECRE FGE TO - - TOP OF SLAB - CLEAN FILL TERMITE SLAB W/(4) 114" X 21/4" I TREATMENT SHALL BE BORA-CARE TAPCONS Q4 Q- QQ SEE SLAB SCHEDULE ° u CONT. #4 REBAR a , "Tm " CHAMFER (I -STORY) 6CHAMFER (2-STORY) 2 "ISOLATED" COLUMN PAD b' CENTERED UNDER WALL AND '2) POURED LV WITH •° #5 REBAR ON CHAIRS ° -- - FOUNDATION AND SLAB A ir SEE SCHEDULE 12" MIN. DEPTH INTO ` 2,000 PSF VIRGIN SOIL OR 95% COMPACTED SOIL FOR MD, BAR SIZE AND BAR QUANTITY VIRGIN OR ENGINEERED SOIL 5. SLAB HEIGHT LESS THAN T-6' PER PLAN ADDING BAR TO COMBINED EXTERIOR MONO - EXTERIOR MONO DEEP BOLLARD MONOLITHICFOUNDATIONFOOTING AND COL. PAD C 5 6 FOOTING W/ BLOCK WALL SCALE 3/4'-1' Y' SCALE:34"=1'-0" 1 A SCALE: 314"=T-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. 2X4 OR ZX6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE LAP TO OCCUR OVER STUD - OF WALL W/ PLAN 2X4 OR 2X6 WOOD BEARING PROVIDE BLOCKING BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING, SINGLE SECURE BT. PLATE TO SLAB W/10d MASONRY BTM. PLATE TO BE PT. SLAB W/10d MASONRY NAIL NAIL 12" O/C STAGGERED. PROVIDE DBL. TOP PLATE 17' 0STAGGERED. ADDITIONAL METAL ADDITIONAL METAL CONNECTORS NOT CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO LINTEL CONT. (TYP.) UPLIFT IS PRESENT. UPLIFT IS PRESENT. 8" CMU FILLED CELL (TYP.) I. SLAB SCHEDULE 2X WALL FRAMING [SEE i- 0'-d' SEE SLAB SCHEDULE IPOURED 1/T DIA. SIMPSON STB2 BOLTS S' TOP OF SLAB.: MINIMUM EMBEDMENT INTO i . +- 0'-0' GROUTED CELL, 4" FROM ENDS AND _A. ° d TOP OF SLABIF 1 16" O.C. VERTICALLY MAX e • s ° 3EE SCHEDULE SEE SCHEDULE FOR NOD, BAR SIZE AND BAR QUANTITY FOR -., BAR SIZE AND BAR QUANTITY INTERIOR FRAME BRIG WALL TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL 9 CALE: 3/4"=V-0" (NO UPLIFT) �,� BLOCK WALL CONNECTION SsCALE: 3/4"=1'-D" (NO UPLIFT) 1441 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 y O �o aUDDIV. & LOT: ABBOTT PARK LOT #37 BLK #7 PROJECT# 04181.000-37071 MODELA E401 "2828— ENSLEY" GARAGE OWn1a: RIGHT PAGE: DETAILS 160 MPH EXP. C PRINT 09 21 DATE: / 21 SCALE: 1/4"=1'-0" SHEET S1.1A 21'-4" 20A" 17'-4" 16'.0" 14' 8" 4'-2" 4 12'-10" 2io � - v N O n q - m � N �[J N� N N 0 'v a n 0 N a 4 W-0" 171 Eli L!Lf �n u FIRST FLOOR DOWEL PLAN SCALE: 1/4" - 1'-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 h � � J lu F �ya�� pp p pp tj!jljlj!jl i fSU13DIV. ae LOT: ABBOTT PARK LOT #37 BLK #7 PROJECT# 04181.000-37071 MODEL: E401 "2828- ENSLEY' GARAGE OWING: RIGHT PA"'hRST FLOOR DOWEL PLAN 160 MPH EXP. C PRINT 21 09 21 DATE: � I SCALE: 1 /4"=1'— 0" SHEET s1.2 TIE VERTICAL REBAR HORIZATONALEBAR W! 10" HOOK GROUTED BONG BEAM [;0 TIE VERTICAL REBAR VARIES PER ELEV. .. ° ° 9 HORIZONTAL TO HORIZONTAL REBAR GROUTED BOND BEAM �+ VARIES PER ELEV. f i #5 BARS o b 10' HOOK ------------- CLEAN OUT REQUIRED 1 �' ° —�< ---�_• ° B—.- ° • a FOR INSPECTION •��; <, a � �i FIN. FLR. 1� • TIE RTICAL REBAR °,° °° TO HORIZONTAL • REBAR W/ 10" HOOK �d— BAR SIZEI 48 BAR DIA � ° #3 18" CMU UNIT DIM b ARE NOMINAL SIZESN5 #6 #7 ar• OFFSET METHOD CONTINUOUS BARSIZE 48 BAR DIA. METHOD ##44 24' MASONRY SYMBOLS HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL#5 30" SCALE:3/4.'=1'-U' REINFORCING 2 SCALE: 3/REINFORCING #T ar• SCALE: 3/4"=1'A" o I NEW REINF. BAR o w SECURED W/ 2- PART EPDXY. MIN. EMBED 5 6", LINO m FOLLOW ALL MANF, SPECIFICATIONS FOR USE AND PREPARATION OF J HOLE. 14 STEEL REINF. OF BOND.BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=1'-0" 1441 N. RONAL.D REAGAN BI LONGWOOD, FL 32750 PH: 407-774-607B FAX 407-7744078 www.abdesigngroup.com AA 1F: 0003326 y W w u giI aUIMM & XIOz^ ABBOTT PARK LOT #37 BLK #7 PROJECT# 04181.000-37071 MODEL E401 "2828- ENSLEY" GARAGE 8WING: RIGHT PAGE: DETAILS 160 MPH EXP. C DATE: 09/21/ 11 DATE: SCALE: SHEET S1.2A 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) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 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 BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. S. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. 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. 10. PLACE 2A 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 (m 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DE8SIZE 6 CFOPTION REMARK O (2) 2X8 BEAM SCHEDULE ggaUM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O. L. -BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH I 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 IreO SIZE REINFORCEMENT STIRRUPS REMARKS BTM, TOP MID SIZE SPACING BBI MASONRY 3000 Bx16 (1)#5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN Sl LONGWOOD,FL32750 PH: 407.7748078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 L4 h y� m _ BUHDIV. & LOT ABBOTT PARK LOT #37 BLK #7 PROJECT# 04181.000-37071 MODEL: E401 "2828-ENSLEY" GARAGE BVFMG: RIGHT PAGE:, FIRST FLOOR LIFT BEAM PLAN AND NOTES %160 MPH 213 PRINT 09 21 21 DATE: / / SCALE: 1/4"=1'-0" SHEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30'TYPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0' OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM / #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=t'-0" OF \� PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. MAN' eQ F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"x8" 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND mq STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#6 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 7d b S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM •�-: COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. a 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. WIDTH ��16_1T/l 0OFM3'8, IN BOND SEAM COURSE P B p0� NOMINAL-� a HEIGHT # OF WE, TOP 7#OF IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/1 MNB INDICATES A DOUBLE BOND BEAM #5'6, BOTTOM AND XFXX-1Tl=0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT 16 THIS ENGINEER'S INTENT AND XUXX-1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST •314' WINDOW n. SILL Z = SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION USCALE: 1 VT=1'-0" SINGLE #5 CORNER BAR, 30-30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL _ BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM D SCALE: 3/4"=V-0" 8x16 DEL BOND TOP F BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR .BONDBEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING -7' BEAM DESIGNATION OR 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (1-1) REFER TO PLAN FOR LOCATIONS WOODSE7101 FASTM VACING d. =7MIN, 2 }" MAX 5=2 t"MIN, 9"MAX s ;'MIN, 2 }" MAX ea = t MIN, 2 }" MAX d. =2" IN }" , 2 MAX s.=2}'MIN, 9"MAX W216 s,=1 J'MIN,2J'MAX ed = J' MIN, 2 k" MAX d. =7' MIN, 2 }" MAX s.=2}"MIN, 9"MAX M2d s=1}'MIN, 2}"MAX e._J"MIN, 2}'MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE %= SPACING BETWEEN ADJACENT FASTENERS IN A ROW %= SPACING BETWEEN ROWS OF FASTENERS ea = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.eom L AA #: 0003326 F ID J a Z iD U � yy6 m jaSl-iL atmDrv. ee LOT: ABBOTT PARK LOT #37 BLK #7 PROJECT# 04181.000-37071 MODEL' E401 "2828—ENSLEY' GARAGE SWING: RIGHT PAGE: DETAILS %160 MPH EXP. SE 3 2 za A No PRINT DATE: 09 21 2i SCALE: SHEET s2.1A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFPI LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 ele-OB 16.1T lT 1T/OB e-1TroB -1T/OB TYPE LENGTH 818 PLAIN 818 SOLID TYPE LENGTH WIT 8118-1T 8/20.1T 8/24-1T B/284T 8/32-1T wis 161T/1 7T/1 1T/1 1THB -1T/1 W-2T 8/16.2T 8Q0-2f 8/24-2T 8126-2T BW2r 3' 6" PRECAST 1436 952 3114 4217 5321 6425 7531 3' 8" PRECAST 889 1024 3' 6" PRECAST 1569 3524 4394 5263 6132 7001 2485 e113 8385 noe 9031 10000 1689 9524 4394 5269 8132 7001 4'-0" PRECAST 1085 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3000 3815 4570 5325 8079 tool 6113 7192 6524 7627 8751 1363 3000 38% 4670 5325 8079 4'-W PRECAST 819 533 1770 2400 3033 3666 4300 4'$" PRECAST 398 591 4'� PRECAST 1207 25e2 3375 4043 4711 5379 1625 5743 7547 6752 6541 7565 12D71 2707 3376 4043 4711 6379 5' 4" PRECAST 931 1247 1999 2500 3123 30M 4249 5'-4" PRECAST 411 411 5' 4" PRECAST 1016 1808 2374 2944 3513 4084 1319 4400 7196 7342 5780 6259 tole 2278 28M 3399 3961 4064 5'-10' PRECAST 817 1024 1631 2D00 2549 30M 3470 5'-10" PRECAST 340 339 5-10' PRECAST 909 1499 1971 2443 2915 3387 1161 3893 5677 am6648 5716 928 2080 2593 3107 362D 4133 B-0" PRECAST 892 1139 3227 3031 3707 4383 5061 B' 8" PRECAST 410 721 8' 6" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 45M 7054 IODDO 8825 B35 lase 23M 27W 3251 3712 7' 8' PRECAST 570 998 2498 22D5 2698 3191 3685 T 8' PRECAST 303 534 T 8" PRECAST 716 900 1181 1462 1743 2025 we 2498 3408 4854 7067 6472 727 1624 2025 2425 2827 3226 9'-4" PRECAST 428 633 1593 2204 2481 2818 2621 9' 4" PRECAST 192 384 9'4' PRECAST 454 586 767 948 1129 1310 639 1674 2296 3081 4099 4e99 572 1318 1643 1969 2164 2619 10' 8" PRECAST 386 487 1247 1767 1904 2163 2028 10'-0" PRECAST 151 301 10'$" PRECAST 355 488 612 755 e99 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11141 PRECAST 330 544 1312 1742 2252 2868 3630 11' 4" PRECAST 132 417 11' 4" PRECAST 43D 406 530 653 777 872 544 U12 1742 2252 2858 3552 485 1042 1372 1643 1470 1710 12-0' PRECAST 308 607 MO 15" 2048 2566 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 386 476 587 698 783 507 1210 1898 2048 2888 3171 440 940 1300 1560 1314 1476 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'4" PRECAST 82 298 13'4" PRECAST 1 308 309 393 484 575 645 414 1045 1365 1732 2310 2605 396 780 1057 1312 1071 1203 14'4r PRECAST 254 386 978 1272 1e06 1988 2279 14'-W PRECAST 71 293 14'-0" PRECAST 270 278 380 443 526 009 390 978 1272 1606 1950 2309 378 717 981 1192 075 1133 14'-W PRESTRESSED N.R. NR NR NR NR NR NR 14,-8" PRESTRESSED N.R. 283 14'-W PRESTRESSED 239 422 506 on 746 866 456 1079 1420 1824 2277 2712 248 663 980 1237 1474 1715 16-4" PRESTRESSED N.R. NR NR NR NR NR NR 1514" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 325 365 451 587 680 300 856 1121 1413 1730 2D47 192 506 720 501 1135 1312 1914" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 266 348 430 513 595 235 736 969 1200 1467 1716 lee 429 623 on 950 1098 21'W PRESTRESSED N.R. NR NR NR NR NR NR 21,-4" PRESTRESSED N.R. 125 -4 21'" PRESTRESSED 142 219 308 381 454 527 1e0 598 W3 1038 1168 146e 142 373 537 090 81e 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22,-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 165 660 764 992 1203 1381 137 358 513 ON 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 774 245 302 360 418 129 450 654 824 1014 1147 124 319 a55 581 687 1 793 -ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOT1'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 IS f 1441 N. RONALD REAGAN BLVD L4'PH* GWOOD,FL32750 407.774-6078 X407.1744078 abdesigngroup.com AA M 0003325 o J W. ID 8 �tpCt m d) Q IA UBDIV. d6 LOT: BBOTT PARK LOT #37 BLK #7 ROJECT# 04181.000-37071 MODE3U E401 "2828— ENSLEY' GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C PRINT DATE: 09 21 21 SCALE: 1/4"=1'— 0" SHEET LS2.2 A 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" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 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 BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED, 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. S. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2A 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 PSS36, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1, ROOF GIRDERS Wl UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2z6 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. r-------- I FIRE L----------"� FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS - ELEV. VIEW PRE-ENG. FLR. JOISTS �I PLYWOOD DRAFT STOP � I PRE-ENG. FLR.JOISTS�I TI 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS SIMPSON FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" IJOIST 1441 N. RONALD REAGAN BL LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA 8: 0003325 O SUHDIV. dg LAT: ABBOTT PARK LOT #37 BLK #7 PROJECT* 04181.000-37071 MODELa E401 "2828-ENSLEY" GARAGE SWINC;: RIGHT PAGE: FIRST FLOOR FRAMING PLAN %160 MPH EXP. C PRINT 09 21 21 DATE: / / SCALE: 1/4"=f-0" SHEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE IN ® 24" O/C, SUBMIT SHOP "ROOFNVALUFLOOR DRAWINGS FOR REVIEW SHEATHING A41) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" 1111100 UPLIFT SIMPSON alp (S) tOtl x 1 �" NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR (1) SIMPSON HETA16 HTSM20 W/1010d TO B42) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: A PT SYP #2 2' x 4, TRUSS AND (4)1/4" x 21/4' (12) 16d x 1 }'NAILS TO TRUSS SHEATHING (9)10d x 1 }' NAILS TO 6", 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, W CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C41) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON (16) 10d X 3 }" NAILS TO GIRDER AND x 6% 8" CONJUNCTION WITH ACCOMMODATE GIRDER PRE-ENG TRUSS FACES 1441 N. RONALD REA#AN Blyp (2) SIMPSON HETA16 TRUSS AN x 4'-0" MAY BE ADDED HE UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE OF WITH (12)16d x 3 �' NAILS TO GIRDER W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10 10d TO TRUSS AND (4)1/4" x 2 1/4" LONGWOOD, FL 3R7� PH: 407-7748078 ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407-7744078 lx2, 2x WOOD FASCIA SEE ARCHITECTURAL ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4) j" x 5" TITEN HD TO CMU AND (12) SOS �' x 21" TO GIRDER CONT POURED LINTEL wwwabdesigngroap.corn AA #: 0003326 2x SECURED W/ (SR B41) SIMPSON FGTR GIRDER TIEDOWN WITH GALV. COMMON NAILS. ENGINEERED WOOD lx2 SECURED W/ 10d TRUSSES 0 24" O/C, lx2, 2x WOOD FASCIA (2) �' x 5" TITEN HD TO CMU AND (18) SOS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER 12' O/C FOR REVIEW SEE ARCHITECTURAL CH2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL 2x SECURED t6d GALV. COMMONN NAILS. (2) �" z 5'TITEN WD TO CMU AND (18) SDS }'x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17' O/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT =5 LBS (2 3 PLY) 2' COVER & 2" APART B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4724725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS(2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ TYPICAL ROOF 3 MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c GIRDER CONNECTOR(S) " "_' 2a 2b 2c GIRDER CONNECTOR(S) 64r MAX (W/1X4) OR 10'-T MAX (W/2X4) n 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE tx4 DIAGONAL BTM.CHORD e, �—' lu u S VA I BRACING, SEE ffaELEPLAN FOR LOCATION H a MAY NOT BE A _ R ELEVATION SECURE I -JOIST TO TOP PLATE PRE-ENG IJOIST LSTA12 OdX20 GAUGE W/ 10dx1/2 HDG COMMON NAILS. EACH END TOTAL OF 10 BERMES BIWOBLOCR TOOD 11 7 BTM. CHORD OF WOOD ROOF TRUSSES (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d � EA TRUSSES ESING E T TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING11 W 4500 PSB 3/4" WOOD PANELS 8000 (2) 12"WOOD PANELS 80 (2)12" WOOD PANELS 00 2x LUMBER wl (2)12d TOENAILS / �" GYPSUM BOARD OR 1/2' HIGH 0'-0" TO 30'-0" (1) "X" BRACE .`gym'/ J// STRENGTH CLG. BOARD 30--1" TO 60'-0 (3) "X" BRACE DOUBLE TOP PLATE LVUWOIST WITH Lz (1) "X" BRACE @ CENTER SECURE 2x PT. PLATE O TO BLK W/ 1/2' DIA. BACKER BLOCK (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x4 OR 2x6 WOOD BEARING tx4 BTM. CHORD BRACING RA O/C END WALL CO OTHER STRENGTH EPDXY 6" WALL W/ SYP No 2 STUDS SEE MAX'- OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 2x WOOD FASCIA, MIN. EMBED. AT 3Z' OC O7 PLANS FOR SPACING. SINGLE 10'-0' O/C MAXSECURED W/ (2) tOd DEPICTED SEE PLAN SEE ARCHITECTURAL PROVIDE BLOCKING MAX. BTM. PLATE TO BE PT. COMMON NAILS AT EACH CHORD PROVIDE DBL. TOP PLATE INTERSECTION NP. PRE-ENG GABLE TRUSS SECURE GABLE TO 8" 1/2" GYP. WL. BD. P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX BTM_ CHORD BRACING TRUSS ENG) CONT. 2x4 SECURED W/ Ls SERIES SA SECURE ST. PLATE TO HTT4 W/ 518" A.B. WITH () s SLAB W/10d MASONRY NAIL MIN. 7" EMBEDMENT TO BE INSTALLED 17' O/C STAGGERED. TO SLAB &(18) 16dx 10'-0" O.C. MAX. ADDITIONAL METAL 2-„2'"AIL6 TO POST., PERPENDICULAR TO I -JOIST CONNECTORS NOT POST TO SIT DIRECTLY /REQU IRED WHEN NO ON SLAB (2) 2X12 UPLIFT IS PRESENT. TR S R . O TM, 26' MAX. W/ 2s' MAX. W/ 8-MAX. END SYP. P.T.*LEAR SEE SCHEDULE FOR I WOIST (JOIST SPACING FRONT SEE FRAMING PLAN BOND BEAM RED. '�Yp TYp LEDGER END E LEDGER • ! • 4 w o BOARD (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLTLEDGER BOARD TO J-BOLT OR TITEN BOLTS I -JOIST CONNECTION @ L.B.W. C LVL/WOOD POST CONNECTIONS BE USED PERPENDICULAR W/Z'WASHER&51/2' LEDGER BLOCK WALL W/ GABLE END 4 SCALE: 3/4"=l'-D' (NO UPLIFT) 5 SCALE:34"=1'-0' WITH (JOIST MIN. EMBED. (TYP) 7 PRE-ENG'D TRUSS SCALE. 3l4"=l'-0" PARALLEL TO I -JOIST (2) 2X8 24" MAX W/ 24" MAX. W/ 8" MAX. END SYP. P.T. OF S N (JOIST (JOIST SPACING FRONT. SEE FRAMING PLAN �.p TYP. ELEDGER ND OF .. _ w° LEDGER NOTCH DEPTH 1/4'D d • e BOARD d O i HOLE EDGE >5/8" ,r �= THE USE OF ALTERNATE MATERIALS MAY BE 2X8 SYP P.T. W/3"'TAPCON sS HOLE DIAMETER LEDGER BOARD TO W/ 3" MIN. EMBED REAR SUHDIV. & LOT: ABBOTT PARK LOT #37 BLK #7 PROJECT# 04181.000-37071 MODEL: E401 "2828— ENSLEY' GARAGE SWING: RIGHT PAGE: DETAILS (I— JOIST) 160 MPH EXP. C 1215.0 SGL STUD BE USED PARALLEL TYPICAL LEDGER :x: USED SO LONG AS THEY CONFORM TO THE OUTER 1/3OF TOI-JOIST FOLLOWING SPAN ONLY 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 8' ALL AROUND BOLT. 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS HOLE EDGE >5/8" 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 314" WEDGE-BOLT/J-BOLT, 5" MIN, 3. ALL BOLTS TO HAVE WASHERS. A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 4. EXP. BOLTS/J-SOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" O/C, EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES B - SIMPSON IUS2.37/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, 5' MIN, 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND EMBED (14) 10d GALV, COMMON NAILS TO HEADER FL#17241 ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE V C -SIMPSON MIU3.56/16 G < 2900 LBS, U <210 LBS W/ (4) 3/4- WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/P' GALV. NAILS TO JOIST FLOOR JOIST LEDGER SCHEDULE 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 FL#17241 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE MARK SIZE BOLT SIZE MIN. END DISTANCE CenRALSPACINO BTM. HOLE DIAMETER 0 - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/ (8) 3/4- WEDGE-BOLT/J-BOLT, 5" SUBJECT TO Fl AND F2 FORCES. PLATE <3/5'D DBL. STUD MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 q DOUBLE SYP 2x8 1 1."8" 24" O/C MAX. B DOUBLE SYP 2x12 1 (2) 3/4" 8' 24" O/C MAX23 E - SIMPSON MIU4.751i6 G < 3455 LBS, U <210 LBS W/ (e) 3/4"` WEDGE-BOLT/J-BOLT, 5' MIN. FL#17241 A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT, PRINT S. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10" EXP. BOLT/J-BOLT/TITEN BOLTS DATE: 09/21/21 W/5-1/2' MINIMUM EMBEDMENT STUD NOTCHING WOOD LEDGER C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS SCALE: 1/4"=V-0" AND BORING LIMITS ATTACHMENT DETAIL OOD LEDGER DETAIL (I -JOIST) ��ALTERNATE MATERIALS SHEET /� 8 SCALE: 1 1 2'=1' 0 SCALE' 3/4"=T-0" I V SCALE: 3/4"=1' 0 SCALE: 3 4"=1'-0" S 3 a 1 L� SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING _ i c3j 61MPSON SPH4/SPH6 BTM. IJOIST LVL PLATE STRAPS W/10dx1 1/2"HDGNAILS WALL / FLOOR FRAMING, [-JOIST PARALLEL TO WALL 2 SCALE: 3/4"=1'-0" #8 WOOD SCREWS x 2" LONG Q 3" O.C.; STAGGERED AS SHOWN DBL. 2X8 SYP #2 LEDGER. SEE FLOOR JOIST LEDGER SCHEDULE, 10/S3.1A 8" CMU WALL REINF. PER PLAN * }" X 6' TAPCONS �. PER ELEVATION i� IJOIST (SEE' ry 3 FRAMING PLAN) PER ELEVATION 2x4 P.T. CEILING 24" Mnx. NAILER W/ ° MASONRY NAILS J X 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PARALLEL 3 TO EXTERIOR WALL SCALE: 3/4"=1'•0" #8 WOOD SCREWS x 7' LONG @ 3" O.C.; STAGGERED OFF CENTERLINE 8" CMU WALL 3/4" AS SHOWN REINF. PER PLAN PER ELEVATION o u�8s v JOIST (SEE rc m? -''1k FRAMING PLAN) PER ELEVATION (2) 2x4 P.T. W/ DEL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, 10/S3.lA. @ 17' O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR TO BEARING ON EXTERIOR WALL SCALE: 3/4"=l'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT o PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/7' HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A -SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO, 2 WASHER SET IN HIGH U <990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37OC MAX. B - (2) SIMPSON MT512 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10tl BELOW FOR PLATE W/ 12d's &' O.C. MAX GALV, NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING O• -- SIMPSON SPH4 0R SPH6 BTM 1/7' GYP. WL BD . AND TOP PLATE ANCHORS WI 10d x 1 1/7COMMON NAILS SECURE B7. PLATE TO SLAB W/ CONS, 2X4 SECURED ®EACH 1FILL 0d 3LL HOLES, DO NOT USE 1rZS19" WEDGE ANCHOR W/T WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS E � 10's TRUSS TO BE INSTALLED LED 010'-0" O.C. MAX. TO EPDXY 5-1l1" EMBED. MIN. 6 16' 1 Oa 10b 1 OC OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALLTRU88TOPo8TCONNECT1oN • A-SIMPSON MTS-12 U <990 LBS W/(14) 10d GALV. NAILS. • B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C-2-PLV-$IMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'k3"SDS, (1) 5/6` A.T.R. TO HDU4 AND (10) 1/4" X 2 1/2" SDS TO POST TRUSS CONNECTION L.B.W. 9a 9b POST To SLAB CONNECTION SCALE 3/4"=1'-0" A&8 - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA x 6' EXP. BOLT SIMPSON ASU46Z POST BASE <U:2,300 GA0,335 W/ 5/8 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 516" A.B. WITH MIN. T' EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 1 a u 0 SVHDm ae LOT: ABBOTT PARK LOT #37 BLK #7 PROJECT* 04181.000-37071 MODEZA E401 "2828—ENSLEY" GARAGE SNING: RIGHT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C 31202 PRINT 09 21 21 DATE: / / SCALE: 1 /4"=1'— 0" SHEET s3.1B VTCR SPACING (1) AT EACH END I�ITIII VTCR AND 6-V O.C. MAX. \ Il�t�llll \ II OI o SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION 1 SCALE: N.T.S. 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 W".abdesigngroup.com L AA #: 0003325 y a rm � SOHDiv. ae LOT ABBOTT PARK LOT #37 BLK #7 PROJECT* 04181.000-37071 MODE1. E401 "2828—ENSLEY' GARAGE SVrWO: RIGHT PAGE: DETAILS 160 MPH FV. C SECOND FLOOR DECK PLAN SCALE: 1 /4" = V-0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com L AA #: 0003325 a �i y a J W. W sp U U c � �pp Q pp pp fA UDDIV. aLOT: BBOTT PARK LOT #37 BLK #7 PROJECT# 04181.000-37071 MODEI.c E401 "2828- ENSLEY' GARAGE SWING: RIGHT PAGE: SECOND FLOOR DECK PLAN 160 MPH 23 E 9/21/21/4"=1'-0"4 21'4" 20'-0" 17'4" 16'-0" V-2" 12'-8" 4'4" Y � 4 r m m Y N N O N N "v 4 m I �3�.8., I Y I 17'4" v I 20'_2" c Y _ V SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-0" 04 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 h O o Q W S F � SVHDIV. ae LOT: ABBOTT PARK LOT #37 BLK #7 PROJECT#1 04181.000-37071 MODEii E401 "2828-ENSLEY" GARAGE B IMO: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C PRINT 2121 DATE: 09 / / SCALE: 1/4"=1'— 0" SHEET S4.2 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" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 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 BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-1. 9. 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. 10. 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 a 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWASE. 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 fc (psi)IZH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 BX16 — 1 (1)ri5 (i)NS WA — GROUTED SOLID BB2 MASONRY 3000 W (1)p5 N/A GROUTED SOLID SEE SHEET S5.1 A FOR SAFE LOAD TABLES � 4 8FB-1T/OWOB 8F8-lT/0M/OB n 3'4' T-6" I I I 8F8-lT/OM/OB 7.-6„ SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 C J W F O Q s 3U13DIV. & LOT ABBOTT PARK LOT #37 BLK #7 PROJECT# 04181.000-37071 MODE3U E401 "2828-ENSLEY" GARAGE 81111111ING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES %160 MPH W. C SCALE: 1/4"a1 O- SHEET s5 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" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. 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. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'4% 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 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. AVO10 PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. ROOF FRAMING PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7746076 FAX 407-774-4078 www.abdesigngroup.com AA k: 0003325 A h �A N F w S mm sUDDIV. de LOT ABBOTT PARK LOT #37 BLK #7 PROJECT# 04181.000-37071 MODEL E401 "2828-ENSLEY' GARAGE SWING: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C 3 PRINT 21/ DATE: 09/2f1 SCALE: 1/4"=1'-0" SHEET S6 GABLE - END >� HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58,50 PSF (68.50) ZONE 3 = 67.10 PSF (77.10) ZONE 2e • 67,10 PSF (77.10) ZONE 3e = 77.50 PSF (87.50) ZONE 2n • 77.50 PSF (87.50) ZONE 3r = 91.60 PSF (101.60) ZONE 2r = 77.50 PSF (87.50) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: -/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF USE MIN 19/37' STRUCTURAL SHEATHING EXP 1 (40120). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALLA FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA, TENSILE STIR. SHANK ASTM 10d RING SHANK, 210 0131 F1667 SCREW SHANK 170,000 RING (15-20 RINGS RSRSZ-1 Bd RING SHANK, 2 3/8' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 Sd RINGSHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING 0 USE 1l7' COX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" A O_ O.C. AT PANEL SIDES AND Sol RING SHANK GUN NAILS 4" O.C. TOP 8 3 BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6' O.C. AT m INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALLBRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED ZONE is 10d NAILS 4" O.C. ON EDGE AND 8" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 ZONE 2e, 2n, 2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP ZONE 3,3e, 3r. 10d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED BLOCKING PER NAILING SCHEDULE AND ADHERES TO ASCE 7-16 BE RING SHANK GUN NAILS @Y'O.C. TOP B BOTTOM EDGES §�§N 3� y e a z z = O Y LL O� Z Q 2 1G N U _ 0 z Z O Q to TYP. EXT. SHEATHING ATTACHMEN 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING ` 0 8 Z' DECK SCREWS @ 6"-8" O.C. MAX 0 EDGES & 17O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` TYR 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3'4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pROWDE B%NIT ENTRAINED CONCRETE EXPOSED TO EAfYTH ORWFATHER 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: FBGR 2020, 7th EDITION ALL EXPOSED EDGES 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 CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF B RRIE MEMBRANE PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0NGROUNDWHERE INDICATED ON NE VAPORLED ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS PROVIDES SEAMS LAPPED B INCHETHYLS AND 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 FORM -WORK: SHALL BERATED 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 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %' 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 2D20, 7th 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 STRUCTURALDEPENDING 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 Al O84/A1064M, 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 WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED MATH 2" CHAIRS SPACED 3'4" OC, EACH WAY. 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 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 A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A4461A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N 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 "SCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD—cmeunent REVIEW. TVP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36' WOOD TRUSSES. 10 psf BTM CHORD -nonoo Yent #5 BAR - 36' #7 BAR - 47' PROVIDE 36' X 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF 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/ASCE 7 88: 1990. 15 pwf TOP CHORD psf TOP CHORD (7 psf MN` ASPHALT SHINGLES) (1 psf W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 p 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT tOpsf 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 pBf STAIRS LIVE LOAD 40 psf WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =150 MPH 3- 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 (ASCE 7.16 (FSC R2020) EXPOSURE Q RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pef, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, 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' 200pef, GUARD IN -FILL COMPONENTS: 50paf, 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: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf 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" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBUSHED BY 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 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 SUBMITTAL TO THE ARCHITECT. WITH ASTM C-90, GRADE = PSI. BLOCK SHALL BE PLACED USING MANUFACTURED IN CONUNLESS OF THE DELEGATED TRUSS ENGINEER. NAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 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 . S OTHMANCEERWISE R ALL RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS 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 IT ALL INSTANCES, ASTM C-478, 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: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pef, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL SE 3/e" THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. 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' q- PRIOR TO THE ADDITION OF PLASTICIZER, CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94 SW OR MEASURING, MIXING, 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 IN 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 RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A Y FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/2' FOR 15AND SMALLER Y FOR 00 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-11T 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)., U.N.O 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/A36M, Fy = 36 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 W STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, 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 F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALLANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTCN SIZE BPAGND REMARKS APPUUnON SpE TYPE ACING REMARKS PTPURf0NGT0 IMABIXJRYICONC. SEHARDENEDCOIL CANAL 9"OC GARAOEDOORBUCK 'DM. TAPCON MASOMiY QC Il EMBED., A' END DST.. 11n'LONG . TO MABONRY/WNC. NOIWXER FASI£NER 0 TEDGE DST. 80DPTL.. CA BE HARDENEDGdL B"OC WINOOWIDOOR/FASTENEO GARAGEDariBLICM 3RTgA.A.1 FXP PflSIGN BaLT 1- ON EMBEO.GED.TDIST., BEE NOTE6 NOTE, NNL1I?LONG. STAGOERED TO MASONRYA]T.C. WVA911ER V- ]X-pC It?qA) $'EDGE DST. W)NDGWBUDK CABEHARpENEDCOIL e^oF WNoowDGORIPASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING 1•PT. 8EE NOTE6 NAILI - LONG. STAGGERED INTO MASONRYIC , MASONRY/GONG. REQUIREMENTS EXT.s GDOOR ( YICDA. 'TAPCON' 11TY'EMBED, B"ENO. K 3 PT. SEE NOTEDNOWASHER tYOC g8T.,11?EDGE DIRT. TOSNDOWBUL SEE BIW30I WASHER 'P.a IR NO a"OX: I'E.g8TdST..,111Y STAGGERED EOOE NO TEB NOTEI 1. STAP SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, W NDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NCA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. 1X MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED VV/ TAPCONS OR PAP TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-0078 www.abdesigngroup.com AA #: 0003325 of i ft3 U Q Lyr14 � Ym1 _ � W � g cl j 1QQ�1l Q❑Q 1((�Q]11 SUDDIV. de L02 ABBOTT PARK LOT #37 BLK #7 PROJECT# 04181.000-37071 MODEU E401 "2828-ENSLEY" GARAGE 8VnNG: RIGHT PAGE: DETAILS 160 MPH EXP. C r © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA7J-CW DETAIL A FASCIA 70 STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 70 STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS 1 STAPLES INSTALLED 12" O.C. MAX (INTO O(7DWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN @ -STAPLES INSTALLED 7D THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. NEL( J" MAX--cI l — DETAIL D (D STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT—�—I ® J-CHANNEL) I'1CTA11 C J—l�l I/'91YIYCL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOI / BY OTHER EMB. WOOD BATTEN DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOI IOd NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 0 11 1X2 WOOD BATTEN r2X2 WOOD BATTEN 10 / (D SOF INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) SPAN 'L' SPAN 'U EAVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) CONCRETE; OFFIT CMU OR WOOD SOFFIT SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DEDUL'E' (NOTEA) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END 3Q J-CHANNEL— f, J—Vfl/"�IVIVGL BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETEICMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. lf�g i • !tt# f' g � t ig i>{>>> f• 3i 3.519 i;#=f••• f >{ a{f 375 375 3.625 3.625 . 5 08 .0 ti 12 +1 ,A I DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL327E0 PH: 407-774-8078 FAX: 407-7744078 www.abd"gngroup.com AA #: 0003325 h r 8UBDIV. Ae I.OT: ABBOTT PARK LOT #37 BLK #7 PROJECT# 04181.000-37071 MODEL E401 "2828-ENSLEY" GARAGE BlrMG: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. , ftfAil - /�b�b �P3 t a,