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HomeMy WebLinkAbout7559 Broad Pointe Dr99 99 0 0102554-DARWIN I INV,, \ y ON HOMES p 12602 TELECOM MRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 1 TAMPA FL 33637 TEL: (813) 740-9720 813 FAX: 740-9715 ( ) DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -rW kI BUDDING CODE, RRSQ]ElMU, '/M 0=111 (' ) -AIL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -YIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=180 YPH vasd=124 MPH -EXP- C -I-STORY RESIDENCE - :I-STORY RESIDENCE - W. HEIGHT AS PER LOCAL AND SPATE CODES ABV. A/C A ALT. BAD CL CAB. CLO CLR CONC. CPT. C.7. D. DBL. D.O. DIA. DIM. DISP. OF. DR. D.S. DTL. D.W EA. ELEV. EQ. EXH. EXT. F.cUFx. FIR. FLUOR. FR. DR. FIG. GA. GARDISP. . G.F.I. GL. GYP. BD. H.B. H.C. HDR INS OR HT TNT ABOVE AIADJUSTABLE CONDITIONING A ALTERNATE BOARD GE CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC FILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL. DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED AS SS FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUMBOARD HOE BIB HOLLOW CORE HEADER IHEIGHT NSULATION INTERIOR LAV. MUM- M.C. WR. AM.TT IN MTD, MTL. N. O.C.C. PL P.B. PIN. PLT. PLYWD. PR. P.T. R. RAD R.A. RM. R.O. S.C. S.D. SH. SLIT. SBTHG. SHWR. S M. STD L SwS TEMP. T.O. C. T.O. T.O.P. T R TYP. UN.O. V.P. w. wo WOW. W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER ME THRESHOLD MOUNTED METAL NOT ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RREEFRRIIGERAATOR'M ROOM ROUGHOPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SL DW SLIDING SS SHEAR WALL SECTION TEMPERED GLASS POF CURB O TOP T TOP OFPLATE TYPICAL AB TYPICAL UNLESS MOM) OTHERWISE VAPORPROOF WASHER WITH W w EATER TERH WROUGHTIxON DATE DESCRIPTION DA7M D1D SET ISSUED ARCHITECTURAL SHEET DESCRIPTION OI/01/21 2020 MC UPDATE PG Cl—COVER PAGE PG GN—GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AIA—DETAILS PG A2—SECOND FLOOR PLAN PG A3G—ELEVATION 'G' FRONT &REAR PG A4G—ELEVATION 'G' LEFT & RIGHT PG El —FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG DI —DETAILS PG D2—DETAILS PG D3—DETAILS PG D4—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS C M/!1 UPDATED TO MEET TAMPA STANDARDS 03/0441 COMPLETED 6'.& CLG HEIGHTS FOR 15T AND 2ND FLOOR STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 S .FT. CALL. S" UST FLR LIVWA -no SO. FT. 7ND FLR LIVRIG 1,151 $0. FT. TOTAL LIVING 1,961 Z FT. GARAGE 410 SQ.FT. ENTRY 43 SQ. FT. TOTAL 2,414 SO. FT. 6xIO PA'NO W SQ. FT. STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.lA—DETAILS PG 31.1B—DETAILS PG S1.2 FLOOR DOWEL PLAN PG S1.2A—DETDETAILS PG S2—FIRST FLOOR LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FLOOR FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG S4—SECOND FLOOR DECK PLAN PG S4.2—SECOND FLOOR DOWEL PLAN PG S5—SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S5.lA—SAFE LOAD TABLES PG S6—ROOF FRAMING PLAN PG SN1—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABRITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAMING 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. AS DESIGN GROUP WD.L RESPOND TO ALL WRITTEN .BFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBMITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigoigroup.com AA N: 0003326 s Q [IiI � sUSDIV► So LOT: ABBOTT PARK LOT #21 BLK. #11 PROJECT# 04181.000-21111 MODEL• 2554-E301 "DARWIN" GARAGE sVnNG: LEFT PAGE: COVER SHEET 1 PH FA C f, 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, DISCREPANGES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, STTE 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 HEREIRSEE 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 ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER, 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.6. 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 1" 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 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %ANCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TP11-2014) 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 ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX W (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %- AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO 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 GOVERN OS 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, Y� THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, 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. FIRE RESISTANT 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 ill' GYPSUM BOARD. R302.7. EXTERIOR CERJNGS 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 AS DESIGN GROLIP'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 BUILDER'S I 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 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) 1441 N. RONAL.D REAGAN BLVD. LONGWOOD,FL32750 PH: 407.7744078 FAX 407-7744078 www.abdesigngroup.com AA B: 0003326 Q qms aXTHaIV. & IAT: ABBOTT PARK LOT #21 BLK. #11 PROJECTO 04181.000-21111 MODETr 2554-E301 "DARWIN" GARAGE OWING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C ND A AR N nn`iE: 05/24/21 SCALE: 1/4"=1'-0" SHEET GN 10'-0' 2'-4' e j PATIO s 6068 SGD. DINING a a M ROOQ. 10'-4' 4'-4' (2) 3052-SW C Y m I I I I KrrCMN 8'-0' G.G I I II I Ylc 0 v ID it I - I - x • d) • .� X'`y I I I A I — I I I I ROOM 81•0' G.Ca M m — 86a I 1 -SH i REF. iELL PEP SINK 0 ro a T Le 9 ML BOLLARD 9 AS REQ. PER 15LM ulc CODE 42' H. WALL W/15 CAP14 HALF120"52-SH STAIR DATA RISERS • 1.52' TREADS • 10' _ 94' NOSING GARAGE FOYER S'-0' CLG. v1'-3' - up ENTRY— s 0 — — — — — — — — — — — — — — — __ 9 8'•0 CLG L m � 2'•8' I6'-0' 2'-0'I'-4 W-4' '-4 FIRST FLOOR PLAN SCALE: 1/4' • P-0' SQ.FT. CALC. S IST PLR LIVING 110 SQ. FT. 2ND RR LNNG I,FSI SQ. FT. TOTAL LNMG 1,961 SQ. FT. WRAGE 410 SQ. FT. ENTRY 43 $a FT, TOTAL 2,414 SQ FT. "PATIO 8O SQ. FT. OOMIDISIMD POR311110LOADB exec wPo oana� FOR a IE+D010 OtbiB (IFE 00 flam MW 20LFHYNOYND IB/ANIS MO TYPE FOOLM2E MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 OR MIN. CRITERIA SGD. MIN. 41 5 31/-39 CRITERIA a0'10 O.W.D. 56 5 28l/-313 12'xl2' SOFFIT I 5 313/-49.9 BASIC WIND SPEED MPH = 180 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.-Il, EXP.=C, MEAN ROOF HT. = 11'-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. cmM 0AT8 oll" NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. MASONRY/FRAME WALL LEGEND W-®� L UNA ON PLANS BRG. HGT. VARIES W-8' BLOCK WALL UNA ON PLANS BRG. HGT. VARIES a' BLOCK WALL UNA ON PLANS I8'-8' BRG. 4' INTERIOR LOAD BRG. WALL UNA. ON PLANS 4' INTERIOR NON LOAD BRG WALL UNA. ON PLANS F LL INTERIOR 001Q8 TO BE 6'-8' NOTE= -2-6 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURV 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 DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL ISE SEPARATED FROM THE RESIDENCE 1 ITS ATTIC AREA BY NOT LESS THAN Hi'(I2.lmm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %Y15.5mn) 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. F 5CR 2020 OTH ED.) 302.1 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA 0: 0003325 8 A A a atmDIV. as LOT: ABBOTT PARK LOT #21 BLK. #11 PROJECT# 04181.000-21111 MODEL, 2554— E301 "DARWIN" OARAOE 111RNG: LEFT PAGE: FIRST FLOOR PLAN V,165,MPH E UMA,tOACP A 0723 J PRINT 05 24 21 DATE: SCALE: 1/4"=1'—O" SHEET Al RADIUS CORNERS, SEE PLAN BRACKET i 15LOMNG ELECTRICAL BOX AT ENDS OF PARTITION WALL VX6'X38-1/4' LOW WALL 2'X6• STUDS • 16, O.C. W/ 1/2• DRYWALL SHIM AND SECURE COUNTER TOP °S MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT KITC HEN 'JBAR REINF�ING 44 BRACKETS AS BASE C -3NECESSARY. CABINET Mg Y ATYP. CABINET SECTION SCALE: w7a ARCH DTL. (,)ARCH 1/2—I'-V' HANDRAIL o 36' W/ 2X4 RE-INFOF THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL SE NO LESS THAN 1 1/2' AS PER FBCR R311.18.2 NOTE: HANDRAIL ENDS SHALL SE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF I4'1 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' SUT 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 5O 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 16018.1 / F.B.G. 2020 HANDRAIL DETAIL C SCALE, 3/4 . I' STAIR DATA, (2) LAYERS OF 3/4' PRE-ENG'D ISR • 1B2' PLYWOOD OR (2) LAYERS OF FLOORING SYSTEM 14 TREADS • 3/4'" FLOOR MATERIAL (SEE FLOOR 10'. P NOSIw4i RIPS FOR SOLID HAILING FRAMING SWEET) 3/4' TIG SUB FLOOR GLUED G SCREWED PER FASTENER _40 9'-4 3/4' 2ND FIN. FLR A _ 3A4 8'-0' BRIG. HGT. PLATE Lu FRAME OUT FOR / Z U TOP OF STAIRS / E leIESIDBw1TIAL STAIR RISERS TO CON4DW T O TTH ED, (2WO) Iu J ' MAX. / MIL TREAD.10' MAX RISER.T U NOSI 10' / ENCACCESSIBLE SPACE LOSED RISERSITI ADB VARIATION ADJACENT TO / UNDER STAIRS SHALL HAVE WALLO, EACH OTHER 3A/' MAX, UNDER -STAIR SURFACE AND ANY VARIATION IN ANY RMAITREAD / SOFFITS PROTECTED ON THE HANDRAIL CIRCULAR CROSS / ENCLOSED SIDE UTH 1/2' GYP8UN SECTION PIA, TO OE I V4' .1/4' / BOARD. FDCR 3m'[Ar OR VIDE EQUIVALENT GRASPADILnTY W NDERS / vMN WIDE • NARROW END Il ND M11• Q / P W D R WIDTH . G' PFWM NAWWW END 34• MIH HANDRAIL MOT. pz� / -i _ a / (3) 2z12 S.Y.P./ n (4) STRINGERS 2X4 RE -(FORCING / • EA 2 X 12 STRINGER SECURE V12d V-S' O,C. 0'-V FIN. FLR V 01 bd MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB WITHIN S' OF EACH END, 32' OL. MAX STAIR DETAIL B SCALE: IR' . 1'.O' 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 qm S I R3 Z a� sxmDIV. a. LOT ABBOTT PARK LOT #21 BLK. #11 PROJECT 04181.00 -21111 MODEL: 2554-E301 "DARWIN" GARAGE #VINO: LEFT PAGE: DETAILS 160 JLPH E . C PRINT 24 DATE: OS /21 SCALE: 1/4"=1'-0" SHEET A1A II'_II• 2'-9' 3'-b' 3050-SN FroRAA 91�:i?:i?: �:iiiii'Id��•�Oli!i�ii`_O i o'.:::::' �¢iol::e �::❖:. !o own o e: 0 :' :. \ ;Emma Q, ■0 M m�.° �� N ��� :�' a •I�' � r' ;. ore _:�io �! a! _•!o (2) 361MI-81-1 3-6' EGRE88_10' L FLOOR�BE IL 1'-8. 5'-9' 8'-4' kAM 2 SECOND FLOOR PLAN SCALE: 1/4 . I'-0' 1441 Ni RONALD REAGAN 81. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-1744078 www.abdesigngroup.com L AA #: 0003326 �s tl1 a 3 m 4 ;3xC BUDDI`► 89 LOT: ABBOTT PARK LOT #21 BLK. #11 PROJECT# 04181.000-21111 MODEL: 2554—E301 "DARWIN" GARAGE E1RNG: LEFT PAGE: SECOND FLOOR PLAN 160 MPH EXE. C PRINT 05/24 DATE: /21 SCALE: 1/4"=1'-0" SHEET A2 SHINGLE ROOF ./-23'-ll' ------------- BLy DG NGT 12 S I8'X62` FYPON DECORATIVE _ SHUTTER OR EQUIVALENT I'1'-4' 2ND FLRA, SIT'-d' 2ND FLF B�THGTNG 4B B B(TYPJ S' RAISED Ll BAND (TYP.) iv W-4 3/4' 21,10 FIN. FLR - - -------- --- W-0' IST FLR BRG.NGT.40.-- ----- — - — - — - --- OPT. COACH I� LWT 4- RAISED BAND TYP.1 is E FRONT ELEVATION-G SCALE: 1/4' - 1'-V TEXTURED FINISH S'-4 3/4' FW S'-O' 'Sir FLRA, _—___—__.-_ R .9 0'-0' FIN. FLR, - OFF RIDGE S VENT r A ,L 9'-4 3/4' 2ND ----- --- --� FIN.�7L, ,L8'-0' IST FLR _—_ _ B9 R6. THGTHG '-0' -- 4' RAISED BAND (TYPJ .- SHINGLE ROOF 4' RAISED BAND (TYPJ 6' RAISED BAND (TYPJ ,L0'-0' FIN. FLR PI'-4' 2ND FLR BRG. HGT. REAR ELEVATION-G SCALE a 1/4' . P-0' TEXTURED FINISH 0'-0' FM. FLR AREA OF ATTIC = 1469 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUI REDVENTILATION AREA = 1469/300 - 4.90 VENTILATION AREA X SQ. INCHES PER FT.(144) = 705.12 SQ. IN. MIN. REQUIRED VENTILATION = .5X 705.12 IN UPPER PORTION OF ATTIC - 35156 50, IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 352.56 /115 TOTALNOFVENTS REQUIRED = 3.06574 TOTALIt OFVENTS PROVIDED = 4 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (E)(TERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 10' T14KK 2 COAT CEMENT PLASTER APPLIED DRlECTLY TO MA60NlY 4'x4' GALV.'L'-TYPE PLASHING SET IN ROOFING CEMENT FIBERGLASS 8WINGLEG uN,RJDERLAYMBiT A6 PER PBCR 1X4 6YP Pr LEDGER W/ 666JJ. ROOF SHEATHING THICgVE68 IR'x6' TWSEADED ROD 91' AS PER 8FIlHT -1 SECURED PER - O.C. WITHIN 6' OF EACH PA6TE►ER SCFEiDULE END MA)C. SET M SRIPGON SIMPSGTI L6U•26 HIGH STI@NartN EXF'OXY 6' MM EMBED. .6, SYP RAFTEM OR ROOF 6 PERELEVATION 2X6 SYP PT LEDGER %V MM. 1/16. 066 SHEATHING 1/2*xb' THREADED ROD GUSSET TO SE SECURED TO 52' DO. 4 WITHIN 6- OP 2X6 MEMBERS 6V Sd NAIL6 EACH END MAX GET IN 9. OIC. • PEPUMETER I'-4' 691FVCN WOW OTIONST14 SIMPSON LUS-26 W/ (4) IOdY 2'-0' EXPDXY 6' MN EMBED. TO LEDGER AND (2) 10d'Y C14AN EL FOR SOFFIT OVERHANG DETAIL A SCALE:1/2. I' ENGINEERED WOOD TISM0 S 24' Qa 61J0191T SHOP DR4UMG6 SEALED BY t n PFWM664NAL ENGINEER FOR REVIEW �� AND coreTeNre PLYWOOD 61E?AT14MG SEE eTwJcn6eAL PLR BR1 HGT. PER E EV ROOFING AND !LASHING W/ DRIP- `TRIM 6TRAM AND ANCWM EDGE PER MNFR WARRANTEE SK STRICTIIML 1111812UMIS EMT6 WR4P PA601A UATH ISMAK METAL µ. me d2, 2x6 WOOD FASCIA SEE 6TRJCTIRAL FOR FAOTEN 110 VENTED SOFFIT PER ATTIC CALC'6 112' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ^ RAISED TIMM PER ELEVATIONS M �� • IL 2ND PLR WINDQU PER PLAN RAKE SOFFIT DETAIL B E: 1/2 • I'-0' 2A41 N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 j PH: 407-774-6078 FAX: 407-774-4078 www.abdoslgogroup.com AA 8: 0003325 ILu ams Q fA USDIV. ao LOT.il BBOTT PARK LOT #21 BLK. #11 PROJWT# 04181.000-21111 MODEU 2554-E301 "DARWIN" GA>1tAGIC 8WD9Q: LEFT PAGE: FRONT & REAR 160 MPH EV. C ELECTRICAL LEGEND SYM. DESCRIPTION -0&- TANDARD SWITCH ' -WA7 SWITCH -WAY SWITCH IhMER SWITCH HE BUTTON ISC40NNECT T HERMOSTAT INGLE RECEPTACLE (125v/20-AMP MGLE POLE) 10V DUPLEX RECEPTACLE I0v DUPLEX RECEPTACLE (EQUIPPED ITN GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) XTERIOR WATERPRO(�/GN CEPTACLE (GROUND FAULT NTERUPTER) 10v QIJADPLEX RECEPTACLE ® 10V TEED EX RECEPTACLE (FLOOR 20v RECEPTACLE (4 WIRE CTOR) --�)EDICATED RECEPTACLE ALL MOUNTED LIGHT ILING MOUNTED LIGHT ANT LICsHT LOOD LIGHT ALL SCONCE PRE -WIRE PAN WITH LIGHT (1 CPM PER W. FT.) am BULB LIGHT FIXTURE aP.Ba DULB LIGHT FIXTURE a000na SU, LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN �—(NDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) FLUORESCENT LIGHT (SURFACE OUNT) LIAKI'x4' FLUORESCENT LIGHT (RECESSED) x O GES& LIGHT • CESS LIGHT !VAPOR PROOF) (LING MOUNTED L1644T WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) I-0 -BOX (WALL MOUNTED) QD)-BOX (CEILING MOUNTED) FILING MOUNTED FAN 0 PAL (I CFM PER SQ. FTJ .4 E JACK FQ DETECTOR (WALL MOUNTED) (ED) DETECTOR (CEILING MOUNTED) ® 'ARSON' MONOXIDE DETECTOR I ) ri MES ®ILING MOUNTED OUTLET OPENER N JACK —E B PORT • OC T CN TV JACK6 4 PHONE OUTLETS4 PANS TO BE VERIFIED IS HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR T1h EDITION (2020) 4 NEC 210.12 2011 • 220 AMP DEDICATED LAUNDRY CIRCUIT. • GFI 41 ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER D*O NNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MK CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISION& OF SECTION M0013 FBCR 'Ith EDITION (2020). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FISCR'Hh ED • ALL WOW TO COMPLY WITH ELECTRICAL PROVISION& OF THE FIlCR 'ITN ED (2020). • ALL LAMP& SHALL BE SELECTED BY d11LDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.Br— ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, 1th PATIO ' \ QMG ROOM WTI D ___—_--_-- -- ,•` K[P m L L ROOM OUTLET — FOR VENT OR MICRO I SWITCH INI i IO CABINET I _ *-OUTLET _ FOR DIN GLG FAN s L OPT. —; ' IS/CO — PAN. REF. AL qpR WJ GFI GFI --- • 42' • 42- O IPWDR.I ��--' BOLLARD AS REQ. II II —Y PER BLDG. P.B. POR CODE GARAGE DOORR11 / FIELDIFY LOG. (LKEYLESSFIXTURE GARAGEPREWIREONLY GFI IRRIGATION GFI OUTLET • 4B' APP.FORCHIMES.__________________ at OPT. COACH LIGHT ''�_ ,�• FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' • I'-0' LED LIGHTING ® PEDESTAL SINK POWDER ROOM PANEL: A PANEL: 42crtbreaker VOLTAGE: 1201240 V -lPh MAIN: 150 Amp M.L.O. FEEDER: 3-#2IOCOHWN81-#6Cu(G)inZT. OR 344AALTKVN81-#BCu(G)in2"C. Wire Pole No, Desodp#on Waal Cisadt Ch Ldl Watts Dasalplim Bar Me Wire #12 1 20 ISmallAppliana 1500 1 2 BJ(m Range 50 2 #6 #12 1 1 20 Imicroxate I Hood law 3 4 912 1 20 Small Appliance 1500 5 6 4500 water Healer 25 2 #10 112 1 20 lReligerator IWO 7 8 1 20 R tedes AFCI 15DD 9 10 1200 Disposal GFI 20 1 912 1 20 Bath GFI Rec tacles 120D 11 12 160D Dishwasher OR 20 1 #12 1 15 F erI lst Roar Hail I Stairs AFCI 90D 13 14 5M Dryer 30 2 #10 1 15 Great Room I Din. Ut t I Lwai AFCI 9W 15 16 N11,2 1 15 KKdun Li s I P i AFCI 9M 17 18 1500 Washer GFI 20 1 #12 1 15 PWDRISud AFCVOpL Bed eS/Baer## 90D 19 20 100D Gal Door eler OR 20 1 #12 1 15 Hall 2nd floorI Bede l Nam Closet AFCI 21 22 120D Gan IExteior Lts6 s. AFCI 20 1 1 1 15 Bed 021 Lamrxlry AFCI 12D0 23 24 9M Bed #11 SD8 AFG 15 1 #14 #14 1 1 1 15 Bad #4 / BaM #2 AFCI 900 25 26 9DD Bad #11 W.I.C. AFG 15 1 #14 ace 27 28 Spate Isom e 29 3D e spade 32 Space ace 34 36 Space38 IV ace #6 2 0 AICAH11 (Heater 10 KVA at 65% 9eW40 4400 KC. IC C.UA 40 1 #8 42 Load sLksot to demand factor calculaiims I lire 24300 1 3010D Wad subject to demand 4ctor calculations I Are Demand Factor Calcuhtlon#: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT NTERRUPTER NC: NON-CONCIDENT LOAD GFI: GROUND FAULT NTERRUPTER Total load subjed to demand actor 54400 Fird IOD00 watts at 100% 10000 Remaining wafts at 40% 17760 Taal A/C bad 10%foredureruwth 1776 LOAD CALCULATION IS BASED ON AC NON -COINCIDENT LOAD Total Comeded Load Watts 29M Total Amps (watts / 240 vdts) 1211 General Lighting g Receptacle Load Total A/C Square Fed 2554 General Os 8 Ric 3 W / S . R. 7662 HH-lals 19 at 65W/Li Mat 10O% 1235 General 8897 CkWIwil Total Watts Geneal Us a Rac Panel A 1 101 88NN0111 8897 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR IT14 EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENT& IS, ALL CONDUCTORS SHALL BE TYPE THHN/TF WN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER PROVIDE ISO AMP, 120/240 VOLT, 1 PHASE SECONDARK ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1.1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 4/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 3a2/0 CU, THM a PW CU IN 2' CONDUT OR 3 WO AL, TZ + 1% CU IN 2' CONDUIT OR 2/0 AL. SEA (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) Come INATIC7N SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NOMA 3R ENCLOSURE PANEL 160A/2P Mcp TELEPHONE SERVICE ENTRANCE E=I— ENT INTERSYSTEM BONDING TERMINAL AT LCW VOLTAGE CONNECTIONS CABLE TELEVISION BERVICE ENTRANCE EdUleMENT kAM 2 1 •4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR TTH EDITION (2020). 5/8" DIA X S FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 A 8 D kl i m si an BunDIV. a LDT: ABBOTT PARK LOT #21 BLK. #11 PROJECT# 04181.00 -21111 MODEM 2554-E301 "DARWIN" GARAGE OWING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EA. C Lil PRINT 05 24 21 DATE: SCALE: 1/4"=1'-0" SHEET E1 I BDRK #2 PRE -WIRED 1 CLG FAN S� i MAN l,rl /�----^� BATH #2 _ 1, 1 I I I I L PRE WIAN � I CLG FAN � 7 e� BDRK#3 SING ET LAV. C�� �') / L I BATH 4 L -- ---�i" PRE -WIRED I II LAI 1 -�' CLG FAN 1 — — — L WALL MOLNT _ SWITCH N O ATTIC / ---- I I _ TO IOU . L �° BEDROOM#1 i L BATH #i �, c. wim ' I a I ` I m I V I I L PRE -WIRED I I �9 CLG PAN I I GPI / I 12. \` ----// L LED LIGHTING (�? DBL. LAV. --------------� BATH M MAY 2 SECOND FLOOR ELECTRICAL PLAN SCALE, V4' . P-V EL.EGTRIGAL. LEGEND _ _ 9YM DESCRIPTION +� STANDARD 611MTCH �' -WAY SWITCH -WAY SWITCH y� IhMER SWITCH HH BUTTON ISCONNECT t HERMOBTAT ttJGLE RECEPTACLE (I25VR0-AMP NGLE POLE) � I®v DUPLEX RECEPTACLE � I®V DUPLEX RECEPTACLE (EQ1.IIPPED ITH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) � ImV DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) � EXTERIOR WATERFiROOFK#I RECEPTACLE (GROUND FAULT TERUPTER) 10V OUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE !FLOOR OUNTED) � 20V RECEPTACLE (4 WIRE CT� -0 DILATED RECEPTACLE L MOUNTED LIGHT EILMG MOUNTED LIGHT ANT LIGHT OOD LIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER 8Q. FT_)' � BULB LIGHT FIXTURE � BUL® LIGHT FIXTURE °2�° °B d1L6 LIGHT FIXTURE • TRACK LIGHTING ATTIC LIGHT WITH PULL GRAM �{ DER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) ® 'x4' FLUORESCENT LIGHT (SURFACE n 'xd' FLUORESCENT LIGHT (RECESSED) 1441 N. RONALD REAGAN Bl LONGW000,. FL 32760 PH:407-7748078 FAX: 407-7744078 www.abdealgngroup.com L AA #: 0003826 IA y p Q h Qm O M1 an BVSaIV. dR I.oT: ABBOTT PARK LOT #21 BLK. #ll PROJSCT# 04181.00 -21111 Moas:A 2554—E301 "DARWIN" aAusw0111 mwsrTo: LEFT pwaa: SECOND FLOOR ELECTRICAL PLAN 160 MPH E C FIRST FLOOR PLUMBING PLAN SCALE: 1/4 . 1'-0' 2' VTR y 11/2'--���' �11/2' 1 /2^ L 1 a• LAV. TO KITCHEN SINK W/ AUTO VENT 2' VTR 1 I �� ITUB/1 1 �I1/2' we L v 3' 21 VTR 4L IIR' -1 11/2' PLUMBING RISER LAV WG. .D I LAV. AV. 36'xbm' SHM SECOND FLOOR PLUMBING PLAN SCALE: 1/4 . 1'-0' MAY 2 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774.8078 FAX: 407.7744078 www.abdosigngroup.com L AA #: 0003325 W h a n aviary Z LOT ABBOTT PARK LOT #21 BLK. #11 PROJECT# 04181.00 -21111 MODEra 2554- E301 "DARWIN" GARAGE BVnNG: LEFT PAGE: PLUMBING PLAN %160 MPH EXP C 2X4 TOP PLATE eels r-Lp-.i PLAN y PRE -FAD TRUSS W. a. BOARD I//' DRYWALL —^tom 1-J'r SECURE ST. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' O.G. MAX FIN. PLR 2x4 WOOD STUDS •24' O.C. SLAB ITIONS SUPPORTING HUNG PLUMBING ¢ES AND WALL 4ETS SHALL BE NOT BOND SEAM - THAN 2x4, WHERE SOLID GROUT ED NOT MORE W/ (I)- 4S I&' O.G. OR NOT (2) COURSE THAN 2x6, WHERE ED NOT MORE 24' O.G. TYP. INT. WALL (NON—BRG.) D1 SCALE. 3/4'•I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS—�J MTL. DRIP EDGE 2x FASCIA PER I -0 Tom' ELEVATIONS ON. VENTED SOFFIT i 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/a' GYPSUM d OR In, HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT DO NOT GUT THE BOND BEAM REBARS _2A_ PIPE THROUGH BOND BEAM D1 SCALE: 3/4'-1'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.C. a' CMU 1/2, GYP. ILL. SO. - WOOD BASE — 0'-0' FIN. FLP. �. 4 n W/ WINDOW OPENING FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR WS.IJ. 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 FPORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBGR 2020 1TH EDITION, SECTION R301.1.3 AND 16095.1. 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'.r-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.I.I.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 0486% TYPE III OR TYPE IV UNDERLAYMENT. ,ro GE& mm P O Lw 2 GAS LINE THRU BLOCK ' �G-Li N••P-O FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FSCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKWESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY a, CMU "m YIRtIGAl 7Mi.CK I- `er= DOOR s GARAGE DOOR JAMBS D1 SCALE: _2X4 OPF 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 inx PRE-ENG WD. TRUSS — CONT. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION IF \ 5/9' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUPACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.C. 1/2' GYP. UL. 150- WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.U. ROOF SHEATHING THICKNESS AS PER SHEET SNI. 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. PRE -ENS. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 0 i 0'-0' FIN. FLR a m ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 4 1TH EDITION, SECTION R301.13 AND 16095.1. n W/ WINDOW OPENING n TYP. WALL SECTION es " NO OPENING NOTE: METHOD TO BE USED FOR THE �5�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 314'.1'-& UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE If OR ASTM 0,"S TY . OR TYPE IV UNDERLAYMEN 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327W PH: 407-77443078 FAX: 407-7744078 www,abdesigngroup.com AA N: 0003326 4 Q LL a om 19VHDIV. de LOT: ABBOTT PARK LOT ##21 BLK. ##11 PROJECT# 04181.00 —21111 MODEU 2554—E301 "DARWIN" GARAGE mVnNG: LEFT PAGE: DETAILS 160 MPH N, C j 77 PRINT 05 24 21 DATE: SCALE: 1/4°'=1°-0°° SHEET D1 9 FIBERGLASS, SHINGLES WITH UNDERLAYMENT AS PER POOR Wb.IJ. ROOF SHEATHING THICKNESS AS PER SHEET S41, SECURED PER FASTENER SCHEDULE PRE-ENG WD. ER FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR WSJ.L ROOF SHEATHING THICKNESS AS PER SHEET SNI, SECURED PER FASTENER SCHEDULE PRE-ENG WD. ER 24' O.C. MAX IfELEVATION 24' O.C. MAX. LEVA ION METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION BATT INSULATION 2x FASCIA PER REPER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUER 2x FASCIA PER CALCS FOR VALUES VENTED OA I 5/8' GYPSUM BOARD ELEVATIONS 1034. 5/8' GYPSUM BOARD SOFFIT TYP, OR 1/2' HKdH STRENGTH TT P. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD REFEI�NCE bQ FIRE -STOP 80PFIT Ix2 FIRE -STOP STRUCTURAL R-4.1INSUL. REFERENCE STRUCTURAL R-4.1 INSUL. I I a w W � I I � WINDOW ATTACHMENT w w AS PER w MANUFACTURES SPECIFICATIONS 'FERENCE STRUCTURAL T 4 G SUBFLOOR GLUED AND NAILED 3/4' T 4 G SUBFLOOR AS PER NAILING 1/2' THICK, 2 COAT GLUED AND NAILED IR' THICK 2 COAT SCHEDULE PORTLAND CEMENT Q AS PER NAILING SCHEDULE CEMENT PLASTER APPLIED PPLANRDACM DIRECTLY TO ut DIRECTLY TO MASONRY m R MASONRY w m R IX2 FIRE -STOP LEVATION IX2 FIRE -STOP EVA ION SEE STRUCTURAL SEE STRUCTURAL LEVATI LEVATION 5/8' GYPSUM BOARD 5/8, GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG. BOARD ER IfELEVATION IX2 FIRE -STOP IX2 FIRE -STOP R-4.1IN8UL. R-4.1INSUL. I I w w w jd WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS —-REFERENCE STRUCTURAL 1/2' THICK, 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. RIBBING DIRECTLY TO TO STRIPS • 24' O.C. DIRECTLY TO STRIPS 24' O.G. MASONRY 8' CMU MASONRY 9' CNAJ 1/2' GYP. WL. BD. 1/2, GYP. WL. BD. WOOD BABE WOOD BASE IX2 FIRE-STOPS IX2 FIRE -STOP °E 4 a, H W/ WINDOW OPENING WITHOUT WINDOW OPENING SECONDYFLOOR FLOOR LO K BLOCK SCALE, 3/4'.I'-V' MAY 2 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.eom AA #: 0003325 U ms an 6 ten. 2X6 P.T. - CENTER OF DOOR HEADER SECURED WV (1) V2' X S' J-BOLT W/ W MIN. EMBEDMENT WV 2' X 2' X VS' WASHER 4 HUT OR WV (2) V2' X S' AWA40M BOLTS UV 7' X 2' X VS' IWAwlt 4 NUT Cl CURE 2z4 TO ELK UV R V4' TAPO" m I V2' EMBED, S' OP„ 4' END DIST, 1 V2' EDGE DIST. 10 61 2X6 GARAGE DOOR BUCK 6ECUI11010 W/ (5) V2• X S• J-BOLT OR ANCHOR EMT& RV 4' MK EMBEDMENT, W/ 2' O X 2' X VS' WASHER 4 NUT. (1) WITHIN a' OF TOP, (1) WITHIN V OF THE STM, 10 (3)EVEN-Y 6PACED. m NOTE6. ALL ANCHORS &WALL BE IN ACCOICANCE TO MANUPACTURR" INSTALLATION N&TRICTIONS WHERE SUCW M&TRI)GTION& ARE MORE 6TR04MIM GARAGE DOOR 1 BUCK ATTACHMENT 3 eAu, Is'.r-4r MIL EMBEDMENT 1 V4') MIN. EMBEDMENT I V4') MIN. EMBEDMENT 1 1149 WITHIN S' OF EACH WITHIN S' OF EACH WITNM S' OF EACH END IS' Or -MAX END WOr-MAX END W OG MAX SPAOIri. SPACING. a'ACMG. 2X6, ® 2X6. ® 2X6. = SECURE TO BLOCK SECURE TO BLOCK SECIASE TO BLOCK W/O) S116' TAPCONS W K2) .%A6' TAPCONS WIM 1/4' TARG" MIN. (MIN. SHANK SIZE J45 MIN SWANK SIZE AS SHANK SIZE J45 MIN. MIL HEAD SIZE 300 MIN. HEAD SIZE 300 HEAD SIZE 300 MIL B' cm MIN. EMBEDMENT I V4') MIL EMBEDMENT I V4*) @MSEDMENT I VW) WITHIN S' OF EACH END S' CMU WITHIN S' OF EACH END S' CNIU WITHIN S' OF EACH END Ix4V2' DRYWALL I/2' DRYWALL 4 b' OG MAX SPACING. 1/2* DRYWALL 4 b' Or- MAX SPACM6. 4 IS' O.C. MAX SPACING •' cm SE P.T. OR 6/4'X4' MIN. SECURE THRI PRAMS 1 I'X4' 2)(S. ® CM 2X8, I/2' DRYWALL EXTEND 1-I/4' INTO P.T. NAILER SECURE TO BLOCK a I'X4' SECURE TO BLOCK ❑ PX4' SECURE TO BLOCK ❑ I'X4' BLOCK W/ 3/16' WK2) 3/16' TAPCONS P.T. NAILER WR213/K' TAPCONS P.T. NAILER tUK2) I/4' TF NS P.T. NAILER TAPCONS DOOR CASING MIL SHANK SIZE J4& 1/I6' OAS. X 4' MIK (MIN. 6HANK SIZE." DOOR CAOM6 MIN. SHANJ4S MIL SHANK SIZE J4S MIN. HEAD SIZE 300 MIV. HEAD SIZE JIM MIN. HEAD 00 Ift' OSPJ. X 4' MIL MIN. HEAD 61ZE 300 MIN. O'IBED? LW I V4') DOOR CASING MIN EMBEDMENT 1 V4•) MIN. EMBE1 V4') MIN. EMBEDMENT 1-114' WITHIN S' OF EACH END WITHIN S' OF EACH END WITHIN S' OH END DOOR CASING WITHIN 8'CF EACH END DOOR JAMB OR WINDOW b' OG MAX b' OG MAX b' OC. M / b' O.C. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW 6PACNG. DOOR JAMB OR WINDOW SPACIHCs. ATTACH DOOR JAMI MAMPACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER MB OR WINDOW TO 7X PER MANJ'ACTJREB DETAILS. MANUPACTURES DETAILS. MAMPACTURE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" �1ALNDOIN TO BLOCK +3/4" OR +5/4" l�`°a R 2X4, m SECURE TO BLOCK W/ 3/I6' TAPCONS (MIN, &HANG SIZE .145 MIN. HEAD SIZE 30D MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 10' OG MAX SPACING. 2X6. SECURE TO BLOCK W(2) V16' TAPO" (MIR SHARK SIZE .HS MIN. HEAD 612E 300 MIL EMBEDMENT 1 1/41) 6. CM S' OP EACH END 4 b' OG MAX SPACING. V2' DRYWALL 2X8. ® El SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPOONS (MIL SHANK SIZE J46 DOOR CASING MIL HEAD SIZE 300 MIL EMBEDMENT I V4') WITHIN W OP EACH END 4 A MAX � S''�N DOOR JAMB OR WINDOW ' ATTACH TO 2X PER MANIFACNRE6 DETAILS, NOT& SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +1 NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/18" n1fIND01f TO BLOCK +1 lb/18' 2X4, m SECURE TO BLOCK W/ 3A6' TAPCONS MINN, 6NANK SIZE J49 MIL HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EA04 END 4 WOG MAX SPACING NOTE, STRUCTURAL 2X MUST BE 2X6. ® ON OUTSDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/16• TAPCOHS 3/16' TAPCON MIN. 1-1/4' (MIN, SWVK SIZE J46 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/49 WITHIN S' OP EACH END S' C MU 4 IS' OG MAX SPACING V2. ORT'WALL 2X8 ® ❑ SECURE TO BLOCK I'X4' W K2) 3A6' TAPCON6 P.T. NAILER (MIN. 614AW SIZE J48 DOOR CASING00 MIK HEAD SIZE 3 MIN. EMIBEDME NT 1 V4') WITHIN S' OF EACH END 4 IS' OGMAX MA SPACINS, DOOR JAMB OR WINDOW ATTACH TO 2X PER MAI4FACTU11E6 DETAILS. NOTE, SHIN AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" �aon� MTr Rrnrrr +g^ 2X4. SECURE TO BLOCK WV 3/b' TAPCONS MIL 814414K SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 W OG MAX SPACING NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED 6ECURE TO BLOCK THROUGH NON-STRUCTURAL WIM 3A6' TAPCONB 3/I6' TAPCON MIN. 1-1/4' (MIL SHANK 61ZIS .14& CMIWDN'E�ff INTO BLOCK MN. HEAD SIZE MIS MIL EMBEDMENT 1 1/49 WITHIN S' OF EACH END S. cm 4 b' Or- MAX 6PACING. 1W DRYWALL 2XS, ® I'X4' SECURE TO BLOCK P.T. HAILER WV(2) 3/16' TAPCONG DOOR CASING MIN. SHANK SIZE JO MIL HEAD 612E 300 MN. EMBEDMENT I V4') WITHIN S' OF EACH END 4 W Or- MAX SPACING DOORJAMB OR WINDOW ATTACH TO 2X PER NOTE, 6HM AS NEEDED TO PLUMB MANIFACTURE6 DETAILS. JAMS (DO NOT EXCEED V4') 2ND 27( SECURE TO STRUCTURAL MEMBER WK2>I2d WITHIN S' OF EACH END 1 i' TO 6' Or- MAX DOOR JAMB TO BLACK +3' NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" GIIII�NlD�OR TO BLOCK +3 7/16" 2X4, SECURE TO SLOCK WV V4' TAPCON6 MIN. &HANK SIZE J45 MIL HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH ETD 4 b' Or- MAX SPACING. 2X6, m SECURE TO BLOCK WK2) V4' TAPCCNS (MIN. SHANK SIZE J4S MIN. HEAD SIZE 300 MIN. EMBEDMENT V47 UNT14N W OF EACH END 4 b' OG MAX SPACING. 2XA CM SECURE TO BLOCK WN2) 1/4' TAPO" MM. SHANK SIZE J46 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V47 WIhIM S• OF EACH END 4 I&' Or- MAX SPACING NOTE, STRUCTURAL 2X MUST DE ON OUTSIDE 4 6ECURED THROUGH NON-STRUCTURAL 346' TAPCON MIN. I-V4' EMBEDMENT INTO BLOCK I� e' CM 1/2' DRYWALL I X. P.T. NAILER I' P.T. X W MIL r DOOR CABMG DOOR JAMS OR WINDOW ATTACH TO 2X PER MANFAMURHS DETAILS. NOTE, 614M AS HEEDED TO PLUME JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 3/4" MAY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6018 FAX 407-7744078 www.abdesigngroup.com AA UU: 0003325 F O ID M1 I unDIV k LOT ABBOTT PARK LOT #21 BLK. #11 PROJECT# 04181.00 -21111 MODEL: 2554-E301 "DARWIN" GARAGE XVIFING: LEFT PAGE: DETAILS %160 MPH A C PREFORMED) CONTRDL JOINT CO FLANGE OF CONTROL JOINTS TO BE WRED TIED TO LATH . S' Oa MAX (VERTU. NOM DO NOT FASTEN CONTPM JOINT TO WALL EVEN IF STUD EX16TS BEYOND EXCEPT STAPLES WV %* LEG MAY BE USED TO TEMP. 6ECUIE CONTROL JOINT DURING INSTALLATION ------ FASTENERS TO BE SPACED-7 . 1' Or -MAX VERTICALLY / i' THICK, 3 COAT CEMENT PLASTER IIMWD LAYER 4, FORTIFNBER BUILDING PAPER APPROVED METAL LATH FASTENED .1' (VERTJ O.C. MAX AT SUPPORTS WRS LAYER L 6TUCCO WRAP WOOD SHEATHING LATH &HALL BE CONTINUOUS THROUGH JOINTS OUT BE STOPPEp M TIED AT EACH SDE. PROVIDE 2X4 BLOCKING PER AS CI063 PLACED FLAT MAX W TO S' FROM CONTROL JOINT WEN \ CONTROL JOINT FALL& ON L F�A&TENERS FOR LATH TO BE NAIL& OR i / STRUCTURAL &TUB STAPLES IN COMPLIANCE WV ASTM CI063 2. WUE TIES TO BE (NO. N) OA4•0' WIRE / 3. BING LOCKSHOW MAY BE IN ADDITION \ TO WALL &TADS REC UIRED PER PLAN ply AItIIIA� I I pl�l I OIAIY� O"M" TYPE CONTROL JOINT OL FOLD g4IlY0 . R. A ®FOLD OPf.A NI� Wa PT. A 1 coowm . Fr. C Ot FOLD WIMaD • Pr. A L OWN a PT. IS FOLD ® L Paco wwo . n. A 2. CREA05 . PT.6 31 agA.a . PT. C 4 POLO PT. C OMa Fr. a nu PT. G Toumm aOROM PLANMI .a r O PLANUl ~��' WAY. Tgan MAL FOLD. bQ 6a on. UM LAYER 4, FORTIPIBER BUILDING PAPER aw %acw UM LAYER L 6'1UCCO WR MFUrE OLY) s.s GALL K AGWDO l(ICW,= IM.AGWM (ME OVAL) Nam APPROVED BUILDING WRAP SMALL BE LAPPED A MINIMUM OF 6' . VERTICAL LAPS (ROLL BIDS) 4 6- . HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTISER 6HEATHNG TAPE / 1'MN LM.M AL LAIN \ (� wTAu I(Kxour RMMw AT aOTIa'1 OP R90F ( IMLL NIOtlaClla6 LATH VERTICAL LAP TO BE 1' IT METAL LATH WRB LATER L STUCCO WRAP 40.1LOM UM LAYER 4, FORTNFISE PAPER 2 SCAL E.IIR'al'-0' I' MM LATH LAP, 4' W>cl ALL LM Hm. SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO THEY SHALL BE TIED BETWEEN SUPPORTS WTM C0418-N (121-MM) WIFE AT INTERVALS NOT MORE THAN V (228-MMA AS PER ASTM C1063. KIC KO UT IPAIR OF TEARS IN WB 'TRANS DETAIL PATC44, MAY DE PATCFED WT40USE WRAP TAPE PER MA)6Y. SPEC. OR PEEL 4 WICK m WOOD &TUC 6 EATHNG 6TUCCO NERS (CLIPS; STAPLES) AS TO SECURE TO PI 4mm gRB LAYER 4, FORTRISM SUILONG PAPER METAL LATH 6'e6' SELP-ADHERING MEMBRANE FLASHING OVER 4W SELF-ADHERIKa MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLaeueNer. to axtallo aNro PIPE 4W' SELP-ADHERING MEMBRANE PLASHING OVER APPROVED "Due* WRAP. FLASHING TO EXTEND ONTO PIPE j' THICK, 3 COAT CEMENT W CONT. MEAD OF SEALANT PLASTER TALL APPROVED NCUSEU.RAP AIR METAL LATH INFILTRATION BARRIER OVER WINE LAYER 4, FORTEIBER 6HL4THNG BUILDING PAPER ELAOTO'IERIC COATING OVER STUCCO) Um LAYER9, C.V. FINISH (60 TYP WALL SECTION) T &HEATHING SECTION Extwlor u of porgand wma plaemr shell comply with the sppllosgon mgtfim mts of ASTM C 92618b. Ins%Hotm of extWor UMmg and homing shell wn-oy with ASTM C 108319a, or ABTM 7787. 414'6ELF-ADFERIYo MEMBRANE PLASHING (COMPATIBLE W) HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. I. OR LESS PPE PENETRATION CUT WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER IL>r�r nu ,LL OCREED z 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING � L (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. N.T.S. MT' LEGEND DRAINAGE PLANE (WRB LAYER '0i, STUCCO WRAP) UWRB LAYER *2 (FORTIFIBER 5UILDING PAPER) METAL LATH 6'a6' 6ELP-ADHERING MEMBRANE PLASHING (COMPATIME W) HOUSE ~ M ATERIAI.) OVER 4W' SELF -ADHERING MEMBRANE PLASHING OVER APPROVED HOUSE WRAP, PLASHING TO EXTEND ONTO PIPE w ONE GIVE OF MEMBRANE IJS_-.M--.I x—x—x—x STUCCO I . WOOD OR 1/16' ZIP WALL SHEATHING MAY 2 SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.11 / A5TM C-84-1-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOE5 NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA 6: 0003325 4 N s r p, m M1 Sumom Ac LOT ABBOTT PARK LOT #21 BLK. #11 PROJECT# 04181.00 —21111 MODEL: 2554—E301 DARWIN" GARAGE ISWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH ER. C 6' FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEa a of FLASHING TO BE, X: I. BOTTOM, 2. SIDES, 9. TOP VENT CAP IS TO 15E SET IN BED OF SEALANT AT TOP AND SIDES ONLY, SEALANT IS TO BE 1 TOOLED SO AS TO DEFLECT - WATER AWAY FROM JOINTS. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS ..I;. APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL BIDES, Y,' CAULKING - JOINT ALL AROUND I PER SECTION E Awlor WNw and Wwte ft BACKER ROD Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926.18b. x. 1 K: Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, ' ' orASTM 1787. WRB LAYER h, , STUCCO WRAP -: - HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 12, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER CONSTUGTION _-METAL LATH S' Cm VINYL CASING, BEAD 6' RAISED BAND a V TO)V t2Q-WALL LLF� aC _gin 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z PLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) UURB LAYER 02 (FORTIFIBER — — • — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO UJOOD OR '1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-541-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) V ' SELF ADHESIVE CONSTRUCTION OVER TOP t SIDES (�Wppp SELF WOOD SHEATHING FLASHING WRB LAYER M, UNIT STUCCO WRAP PREMANUF. DRYER N,,,,VENT GAP (SET IN CONT. SEALANT) WRB LAYER 02, FORTIF15ER BUILDING PAPER SEALANT* TOP t SIDES THICK, 3 COAT CEMENT PLASTER GB DRYER VENT (BLOCK) �EPO�MIDDWALL WOOD CONSTRUCTION 6' SELF-ADHESIVE FLASHING a a u BUILDING PAPER OVER 'QUICK WOOD FRAMED FLASH' r — — — WALL _ HORIZONTAL WEEP SCREED ( FRAME TO FRAME) PIPE THROUGH / WALL 6' SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPEi TINDER 'QUICK FLASI A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT t 1 COAT OF PAINT WBACK- ROLL PRIOR TO ELEC. METER INSTALLATION �—ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) 14— APPLY A SILICON 'j BASE SEALANT AT POINT I THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING �UIRB LAYER -1, STUCCO WRAP / -'WRB LAYER -2, FORTIFI6ER 15UILDM PAPER METAL LATH /--VS' TEXTURED FINISH - WOOD FASTEN TO WOOD STRUCTURAL �MEMDER - TOL. MAX 36 • TOo JS' n==WAL L A WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY OEFORE APPLYING V FINISH - MASONRT (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' - WRB LAYER h, - CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO WRB LAYER *I, SELF -ADHERING f t STUCCO WRAP MEMBRANE FLASHING L19APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER h STEP 1*1 STEP #2 APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTER$ BOX, APPLY TO FACE EDGE STEP *3 WR5 LAYER *I, STUCCO WRAP APPLY MIN Y GRADE 'D' FELT MEMBRANE FLA MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP UIRB LAYER -2, FORTIFIBER BUILDING PAPER STEP *14 M ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) L441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 A y a b U om� . . . L9 IA LJHDM Ae LOTBBOTT PARK LOT #21 BLK. #11 ROJECT# 04181.000-21111 MODEL- 2554— E301 "DARWIN" GARAGE OWING: LEFT PAGE- WALL ASSEMBLY DETAILS 160 MPH EXR. C METAL LATH MAY 116 STEP S STEP #& ELECTRICAL RECEPTACLE PRINT HATE: 05/24/21 SCALE: 1/4"=f-0" SHEET ��T dd A PI•Zl3=L WOOD CONSTRUCTION V HAT CHANNEL IV%' TYPE 'X' DRYWALL WOOD SHEATHING I WRB LAYER •9, STUCCO WRAP THICK 3 COAT c PLASTER WRB LAYER 9, STUCCO WRAP A1��6��� �T����� NO GAP IN FIELD —� (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 1 DTL. ® CANT. J v A SCALE, I i/2'.I'•/d' EXT. WOOD FRAMED WIALL WRIS LAYER 9, 0,04LOOR DECKING STUCCO WRAP WR5 LAYER 4, FORTIFIBER PRE-ENG12 TRUSS BUILDING PAPER i' THICK, 3 COAT CEMENT IIRATHERDARNER -1 PLASTER WEATHER RESISTIVE 6' SAP. • TOP OF WEEP SCREED DARItlER 4 f `(� TO SHEATHING BEHIND WEEP SCREED 17;' Nicr, 3 COAT CEMENTS VARIES yr PLASTER 4- POSITIVE DRAIN METAL LATH IIFCP 1V'iCYn WOW SMEATMMG S' SELF-ADNEREING EXTERIOR GRADE DRY WALL X' GAP FOR BACKER ROD 4 SEALANT— FLWRAPPED `. •� • 70P OF RE TOP OF WEEP SCED �"y 4' POSITIVE DRAM j' THICK 3 COAT cmimT VINYL CASING BEAD TO SHEATHING BELOW www aGwiD PLASTER COMER DEAD \ \ WRB LAYER 9, STUCCO WRAP NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES CNLY) VINYL CASING BEAD WATER PRDOPING lot - LAYER (2 LAYER PEE 4 STICK) ' WRB LAYER n, FORTIFIBER Mi BUILDING PAPER -6' SELF-ADHEREMG FLASHING WRAPPED / • CORNER OF CANTILEVER r2l, 4DDRM��sfcn NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / A5TM C-541-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPEC IFIGATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 9 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL IL BARRIER -S _Ll- �- i' THICK 3 COAT CEMENT PLASTER METAL LATH 5/B' TYPE 'X' DRYWALL W/TEXNRED 4 PAINTED WOOD SHEATHING FINISH I' THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER 7N OF ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITCN WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER R VINYL CASING BEAD J' THICK 3 COAT CEMENT PLASTER 5/B' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH J' THICK, 3 COAT CEMENT HEADER/BEAM PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @MIP EDGE INSTALLATION 0 CANTILEVER DRIP EDGE FM18H LAYER (2 LAYER 3' X 3' 26 GA GALV. METAL D PEEL 4 STICK) RIP EDGE GET IN FULL BED OF 6' PEEL 4 SPAFROM r MN STICK , DRIP SPACE CE FROM DRIP EDGE TO FACE TO TREX DECK Y4' GAP FOR BACKER I )¢XI'Yi P.T. OR SIMULATED ROD 4 8EALANT WOOD (TREX) FILLER CONTINUOUS VINYL CASING BEAD WATER PROOFING W WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 BANNER -1 STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO BARRIER F! CANTILEVER'' 6' PEEL 4 STICK • DECK MEMBRANE. DRP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE Sam 3' X 3126 GA 4ALV. METAL DRIP EDGE SET M FULL BED OF I NXI W P.T. OR SIMULATE SEALANTA' MIN. WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX )S' GAP FOR IMACKE VINYL CASING BEAD ROD 4 SEALANT WATER PROOFING lot FINISH LAYER (2 LAYER LATER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO MAT CHANNEL CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH bW TYPE 'W DRYWALL WOOD SHEATMMG IWTEXTWRED 4 PANTED RATER RESISTIVE FINISH EAR WEATHER RESISTIVE j' THICC 3 COAT CEMENT BARRIER 4 PLASTER VINYL.Plt BEAD 4' POSITIVE DRAM WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SWOIW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION PLUM N SHEATHING BATHER RESISTIVE AR\RIER 9 FATHER RESISTIVE ARRIER 42 SAF. -EEL 4 STICCK I Wx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT IN X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, V MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER Q EXTERIOR COLUMN - COLUMN SHEATHING PEEL I )¢'XI is, P.T. OR SIMA.IL/ WOOD (TREX) FILLER CONTINuouB Yi GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED 9O 3/4 RESILIENT HAT C 4AWEL VINYL CASNG BEAD SAO, TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER ) 6' SAF. 116'x3' 'L' FLABHMG FULLY EMBEDDED IN ROOF CEMENT I J9 X 3' 26 GA GALv, METAL DRIP EDGE SET IN FULL BED OF SEALANT,K' MIN. SPACE FROM DRIP FACE TO TREX WATER PROOFING lot LAYER l2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER j' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER *2 (FORTIFI5ER - - - - - - - 5UILDING PAPER) METAL LATH x—x—x—x VINTL CORNER BEAD-) / (SHOUN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE: NTS WOOD SHEATHING �— 2x FRAMING MEMBER %' THICK 3 COAT CEMENT PLASTER 2 I!1' COFINER FASTENED TO SHEATHING • T O.G. MAX. `,• C WRB LAYER -1, ;a STUCCO WRAP .x WOOD SHEATHING METAL LATH WRB LAYER Q, FORTIFIBER SRMEE HEAD ® FRAME CORNER 5EAD (FASTENER 4 SPACING m 71' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R\CORNER BEAD � BLOCK WRB LAYER 9, STUCCO WRAP STUCCO WOOD OR -1/I(o' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - WRB LAYER 02, FORTIFIBER BUILDING PAPER-------,, METAL LATH � 1' THICK 3 COAT CEMENT PLASTER &'SELF-ADHERINCs----i FLASHING WINDOW FLANGE WRB LAY( BUILDING METAL LATH �- d' THICK, 3 COAT \CEP( PLASTER --- 1� &'SELF -ADHERING FLASHING DRIP CAP - WINDOW FLANGE WOOD SHEATHING WR5 LAYER 01, STUCCO WRAP WR5 LAYER 02, FORTIP15ER BUILDING PAPER ' METAL LATH (EXPLo E J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1A41 N. RONALD REAGAN BLVD LONGWOOD,, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA (): 0003325 '4 y WWI F W NQ LL aUDDIV. Sc LOT'' ABBOTT PARK LOT #21 BLK, #11 PROJEOT* 04181.00 - 1111 MODETA 2554-E301 "DARWIN" GARAGE (SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP,. C 1 PRINT 05/24/21 DATE: SCALE: 1/4"=1'-0" SHEET WA3 WOOD SHEATHING casW� BPEAD PLASTTEER3 GOAT CEMENT ITRIM MEMBER TO TRIM METAL LATH LEGEND X WRIS LAYER P ®STUSIDING TCCO TO SITIONUMSTUCCO WRAP WLATER 4, FORTIFIBER DRAINAGE PLANE (WRB STURAN WOOD SHEATHING: BUILDING PAPER LAYER 01, STUCCO LURAP) SIDING WOOD SHEATHING WRB LAYER'2, FORTIFIBER UJRB LAYER 62 (FORTIFIBER — — — — BUILDING PAPER x 01, ` '`' BUILDING PAPER) 1441 N. RONALD REAGAN BLVD WRB LAYER LONGWOOD, FL 32750 METAL LATH STUCCO WRAP717 METAL LATH x—x—x—x PH: 407-774.6078 FAX: 407-7744078 WRB LAYER "I, STUCCO I www.6bdesigngroup.com J' THICK 3 COAT CEMENT UJRB LAYER •2, FORTIF15ER STUCCO WRAP SRO WRAP AAM:0003325 PLASTER t BUILDING PAPER I WOOD OR 1/16ZIP WALL WSELF-ADHERING 01 METAL LATH CASING BEAD SHEATHING FLASHING 11 THICK, 3 COAT CEMENT b' SELF-ADHEREING SELF-ADHESIVE FLASHING — — — — VINYL ANGLED EXPLODED 8� FLASHING OR PEEL 4 STICK CASING BEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO CASING BEAD --- ----------------------------------- DRIP CAP 18 (CROSS SECTION) J' THICK, 3 COAT CEMENT SEALANT WINDOW FLANGE SR5 LA EA�R4P -'r,i METAL LATHCO W` VINYL ANGLED ` BEYOND�TlaunOH j j CASING BEAD ',•.F WOOD SHEATHING WEATHER RE616TIvE WRB LAYER 4, FORTIFIBER s 6ARItlER i / i BUILDING PAPER i WEaTHERReelanvE s�� ♦ i WINDOW FRAME a( i WRB LAYER e2, FORTIF15ER METAL LATH �� 1 x�TY LarGOING I \ FLASHING I / BUILDING PAPER PIN qms 0 � n i' THICK 3 COAT CEMENT . W rLA6Hna 4W 6.6RL.P-ADNffI < I 3 WEATHER Il816T1vE i E-Z BEAD VINYL CASING ' PLASTER . ; 1 DAMPIER 9 , / \ WEATHER REMOTIVE ; (W/%' FLEXIBLE PVC BACKER ROD) STARTER STRIP ' 6°"� 'SELF -ADHERING �. ,J \ \� °R-2 FLASHING 1 �' rain i s I � i DRIP GAP METAL QALv'D rETAL \ 71 RGALm +sm I i (A FLASH r ING ' WRB LAYER 01, STUCCO WRAP, I➢' x •• 6ID WRAPPED AROUND FRAMING MEMBER Us WINDOW FLANGE u1aOO TR C CASINS/ I W SELF ADHESIVE FLASHING I 0 CASING BEAD (9) WINDOW lui3Oc`rR°nrE"1 R I 00D SHEATHING 15 C (FRAME, W/BAND) \ 2X FRAMING WOODIl \\� / OR APPRO%SO -'fir ',` MEMBER WQASWm DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® HLOCK TO FRAME ------------------- ---------------------------- ------------------------------------------------ 9 TRANSITION f Y4' GAP TYP ;i' THICK, 3 COAT CEMENT NOTE: CASING BEAD PLASTER WOOD SHEATHING METAL LATH: LATH TO BE PER SECTION / SEALANT TO WINDOW METAL LATH R103.1.1 / ASTM C-841-14a, MIN, 2S LEIS. METAL LATH PER SO. YARD (UTILITY OR NOMINAL ( I LATH DOES NOT MEET SPECIFICATIONS) I WRB LAYER 02, FORTIFIBER BUILDING PAPER g� CO �p WOOD SHEATHING WINDOW FRAME I WOOD SHEATHING WRB LAYER 02, FORTIFIBER WO q��TON 6 6q f.ADHERIH6 I i BUILDING PAPER WRB LAYER *I, 11 °i�'""'"�' tHIGK 3 GOAT CEMENT i STUCCO WRAP AT WEARIER RE616TIv! ; CARRIER � i \ WEATHER RESISTIVE SMRRIER h TO LAP I ; i I PLASTER i R E11Ei11ltlER I�@616Tn/8 , / \ W MI .�TOP WRB LAYER 02, FORTIFIBER X T LAGWING AP 61cW6 W r I VINYL ANGLED i BUILDING PAPER 6. eELR-AOHEwHa 1 WEATHER M616TIYE ISARRER'1 1 i CASING BEAD ' METAL LATH PLA64M ' 1\ / \\ �ER �"T1 i ST�UCGOYWRAP VINYL CASING BEAD STARTER STRIP / �� / aVHDIV. & LOT: ABBOTT PARK LOT #21 BLK. #11 PROJECT# 04181.000-21111 MODEL 2554—E301 "DARWIN" GARAGE STUNG: LEFT PAGE: WALL ASSEMBLY DETAILS 11 \GAL�� 160 MPH EXP. C (EXPLODED 8� THICK, 3 COAT CEMENTIU� I I - z R A6HnvG i W WIDE PEEL 4 STICK VIEW FOR PLASTER \ mt WINDOW FLANGE OVER FLANGE i ' CLARITY) ?AL"OMETa E-Z BEAD VINYL CASING I Z' FiA6HIPl6 IIJEAISAHER �16L� ' ' ' ' x OPiIyABOVE TOP PLAS14M I ZX FRAMING (W/V FLEXIBLE PVC BACKER ROD) I C E.z eT VsIY usnn Y x V 6W-ILLATED MEMBER U ��R ROD P % ; , � � MEMBER \ APPLY FULL BED OF SEALANT BETWEEN / CASING BEAD ® RAISED `RA6HR.I'°'"` .I ' ' ""°""� FLANGE t BUILDING WRAP �I \ BUILDING /� BAND (FRAME) '" T 'aereR F': ' OR ANT ��' WRAP 1 L ] YE�LR W&I6TWE \ ' i VAAT�R (RESISTIVE A SCALE: I I/2'• I'-0' E-z eEao vndYL caeme,----------------------------------------------_--- AR MO WEATHER M"TIVE EIARMIER 4 (a11 tl MAXXIBLEi � 05 24 21 PRINT DATE: SIDING TO STUCCO rI R m616r1vE 16 A E Z BEAD WINDOW CASING SHEET 1°4"=1'-°" ® FRAME TO FRAME � TRANSITION SHEET 19B WA4 AVALAWABIIIIIM lDLETARNINKEERNOTHE VENTFROPERLYAM 4', 8' AND 1P ALIGNED. VENT IS SEALED IF E IN SHONN IN! GALVANRED FNNL USING 1�iH' NMLS AT EACH CORNER. ROOFING CEMENT IA NAILS A ER. R ENT SHOULD eE APPLIED TD ALL SMNGLE EDOE9 NEAR THE OUTEREDDE THEENTIRE PERAETFRA6 OUTTHE GOOSENECK VENTOPENNO IN TIE ROOF RECOMuI DINS. E HEATHER COA4TAL SHEATMND.SRETIEOPENTAIN ACCORALVENFANIS IODINSEVERE CONBTRUC110N 2ANES. CHART SMONN. IN THE EVENT A MECMPNICPL VENT FAN IS USED. THEVENTOPENNDNG CONNE"CE M1H AN VENT FAN MANUFACTURER PIPING CONNP.CIION INSTRUCTIONS. DD NOT CUT INTO TRUBSE9 OR RPFTERS YMENCUfTINp liE OPENN3IN THE ROOF. RINTERFERIND SHINGLE NMLS -DT PERMETER OF THE OPENING SO TINT THE NMLING FLANGE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING. SLIDE TOPANDTHE SRMLF SIDE FLANGES OF THE VENTFL AN ES M L LLOIVTHE IWTTOM VEIN FLAMES TO LAY ON SMNTOP GF THE TOP OF THE SMRKiLE3. FF ROOF HOOD VENT DETAIL E. DO AT, APPROVED LIOWIM~ OVER em"Im Ni OVER LLD or" WALL NAILM JAMEIG FOLD Lr 4 SECURE TEM111P4 SE — OM TUGC FLAP INDEIU AL HEAD TOLD MOl1m N AT JAMW 4 SLOPE SILL RO. TO EMERIOR STEP 1 `1� STEP 2 EXTEND FLA6MNG MN I' MGLOU SILL FLEXIBLE R.A61N61p Do NOT SEAL ao"oM FN FLA614M P MN OEYOND Ja'® PLAowm INSTALL VINYL I CAP STEP 7 Mann *4 r*1 NNE AND OVER RANGE ALIGN PLA64m lw PR. EDGE OF SILL RO. FLCFUHIOALLY FMTEN PANNED EOMIL(CAP NAILS, 6TAPLIM INSTALL DW"O4T AS TH PLASMNO AT TIE PLUMBING VENT DETAILS leZrRw— EDE ADIASIVE - DGOLE R.ASIRNO VER CRP C14P ECTOYRN amw WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 9 —APPLY MMIDRMNE PLASMSIO oVER JOINT VALLEY CENTERNNE 26MDE VALLEY FIASMNO -NO FASTNERS IMTMN SO4 OR HEAVIER FELT S'OFCENTERLINE TRAFASTNERS IN UNDERLAYMENT END OF SMNGLE NDENDSHRKYi ASPWYT AT LEASTI2'SEYON VALLEY CENTERLINE ROOFING CEMENT /� ' CLIPPED OFF _ CORNER AT 4 DEGREI LFRMVALLUEYEYMMED2'LNCK PROM VCENTERLINE ROOF VALLEY DETAIL APPLY ON RXI (0 EGIU.)SEALANT4 PLWD APPLIED PLA6Mm (LANCO EHITE-SEA. W.." OR EQIAL). 6LOPE SILL TO Ex tilm 1. rr 16 THE CONTACTORS RESP N61DILTY TO YOMY THE C 141-ATIMItt OP ALL PRO=% INCLUDING M6USEWRA I, eExoars 4 OW-ADNERN6 R.ASHM MAMMA-6 USED DURN6 CONSTRICTION. 2. INSTALL ALL MATERALS PER MAKFACTURCRS MTT6N SPECPICATIONS SI999 SEALANTS MAY RISACT ADVERSELY P NOT COFIPATSSLE. EMI AND SEAL JAMB TO GILL JOINTS WITH DOW IM FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK IMPAIR SCHEME (SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS YFTM EVIDENCE OF WATER INTRUSION BELOW THE WNDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT L IT 16 THE CONTACTORS RESPOFISMLTY TO VMWY THE COMPATIBILITY OP ALL PRODUCTS NCLUDNG SEALANTS 4 SELF-ADWEIL I ILAONWO MATERIALS USED DURING CON6TRICTICN. 2. KA941ING AT EXTERIOR UftXXO AND DOOR OPENR46 SHALL BE N6TALLED IN ACCORDANCE WITH MANUPACIISEER* INSTALLATION WTOXTIOV6 AID APPROVED METHOD U OF MC RIMA U N ACCOMANCE UATH FENESTRATION MA PACTL"M INSTALLATION AND MASONS NSTR)CTION6. YISREtlOL SlAL/NTS MAY REACT ADVERSELY IF NOT CORTPA7YmLl. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NT6 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327W PH: 407-774-8078 FAX: 407-7744078 www.abdaslgngroup.com AA N: 0003325 � � a 2 " LiiC( �Qa y C m Al ul U w i a SVHDIv. Ae TAT. ABBOTT PARK LOT #21 BLK. #11 2554—E301 "DARWIN" GARAGE 9WING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LI PRINT 05 24 21 DATE: SCALE: 1/4"=1'-0" SHEET WA5 \ 1/8' TEXflJRED / \ FIP11511 • WOOD, \ 1/2' TEXTURED .._.- _ __- ..._ ._ 2x6 SUB-BANb FIN18H cm W/I'x4' NOTCH ® METAL LATH --------- -- - - -" END, WRAPPED IN i PEEL t STICK METAL FASCIA WRAPll� WOOD 9NEATHINCs j — , OR cm DRIP EDGE �\ UM LAYER h, STUCCO WRAP(FRAME ONLY) --------- \ = WRES LAYER 12, FORTIFISER eUILOM PAPER -1/8' TEXTURED I \\ (FRAME (7NLY) j FINISH m WOOD I \ 2X& sue eAND R�� cEMENr la' TEXTURED FINISH '® CMU \\ a ( DRIP EDGE / \ METAL FASCIA a WRAP Ya' FROM \ \\ ©PLAN B METAL KICK CUT \ e! STUCCO, 1' FROM I i WOOD WALL \ \ --------- - --------• I" —EXTERIOR WALL (FRAME OR CMU) \ \\ \\ \\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED \\ \\ FOR CLARITY \ ROOF DECK (BEYOND) EDGE, 1' OFF WALL \ XNOT INTO STUCCO) �\ I �1/8' TEXTURED FINISH (WOOD, 1/2' TEXTURED / FINISH s CMU / / 2x6 SUB -BAND W/I'x4' NOTCH e END, WRAPPED IN PEEL t STICK ®E L E VAT I OI* I METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL \ , L_ j PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS O.G. MAX. 2x SUB -BAND W/1('x4' NOTCH A 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 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU x x x x x x x x x x x' x x x x x x x x x x FELT PAPER x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT x x x x x CONLY. FOR WALL OFF x SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF -' DRIP EDGE Zx SUB -BAND WM'x4' NOTCH o END, WRAPPED IN PEEL t STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL ® WALL .3• x x x x .. x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU x x x x x x x x x x x x x I WALL KICK -OUT FLASHING x x x x x x x x x x x x x x x x x x x x x FELT PAPER x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT x x x x x ONLY FOR WALL OFF x SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/[i 'x4' NOTCH m END, WRAPPED IN PEEL t STICK *ROOF CEMENT a ROOF EDGE OMITTE FOR SUB BAND DETAIL WALL CLARITY W/KIC K—OUT 1441 N. RONALD REAGAN "' LONGW000, FL 32750 PH: 407-7744078 FAX: 407.7744078 www.abdesigogroup.com AA #: 0003325 an SVHDIV. a LOT ABBOTT PARK LOT #21 BLK. # 11 PROJECT* 04181. 0 —21111 MODEIs 2554— E301 "DARWIN" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP C 6 20 nnTE: 05/24/21 SCALE: 1/4"=1'-0" SHEET dV A 6 29'-8" 14'-8" 10'-5" 4'-3" 10'-8.1 74, 10'4" 2'<" TE-1 7 I 4" CONC. q _ SLAB $ IW J WI �I o W I~ IQ Cf ir — — FM-18x18 EXTEND I I SLAB 1 1/2" c �z w L--- ---_, FM-16x18 Ii WU Q LL 5? ILL 0'-0" FIN. ELEV. 4' PVC I 1 to FIN. CONC. SLA CHASE • i���^� Z i�:�IiI i i ,KX 1 UP TO 2ND FLOOR (FIELDVERIFY IILLI 2T-2" EXACT LOCATION) 21" I I i I i 1.1 ' OPT. ' 1.1 , F2EF. , L i CWG12xt2 _ w 5 1/2" °7 5Ci tu o I I FMGi8x18 I� w � /� I LL f~A I #3 BARS �— T-0" LONG K Ft-24X24 1A 2 0 18" O.C. a I 8 rt SIM. I �— I 11 I (EXTEND �I a SLAB FM II 16x18 4 4 ( ) ,., ,., j — — — — FM_18xt8 — J 3,.5.,.n T-O„ io ,•-4" 4"- FM. " i �•312 SLAB I 12x18 v iv N FM-12x,8 J 2x 116 2'-8" 1, 16'-01, 2'-0" 'A' 6'-4" '-4 20'-8" 9'-0" 29'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING, 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.E3INDICATES #5 BAR, OINDICATES #6 BAR,MNDICATES #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", 08 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE 05'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: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. MARE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED T-O" O/C MAX. SEE PLAN FOR W Md SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 12" 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 TOPREINF. T.O.F. SHORT FM-12X18 12" CONTINUOUS 18" 7M-16X18 16' CONTINUOUS 16' FMC-1608 16, CONTINUOUS 18" U#5.s VARIES TEA 8"SEE PLAN 8" W0"-4" CWC-12X12 ,2' CONTINUOUS 1T' O#5's (+)0"-0" F1-2024 24" 26' 12' (2)#5's r11 IA42. N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 �u 7 Q ms a� BVHDIV. As LOT: ABBOTT PARK LOT #21 BLK. #11 PIDJECT# 04181.00 -21111 MODEL 2554-E301 "DARWIN" GARAGE lir/INO: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C PRINT DATE: 05 24 21 SCALE: 1/4"=1'-0" SHEET si 3U' MIN. EACH WAY MONOLITHIC FOOTING .d I Z. STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED 5 CELL SEE PLAN FOR SIZE AND °T v v_ CELL SEE PLAN FOR SIZE AND (L SPACING REQUIREMENTS C a SPACING REQUIREMENTS QQ I• GARAGE DOOR RECESS. �w m V W o . � FM j O CL Q • CORNER BARS, SAME SIZE AS LARGER BAR I tow B+ w a 0 coZ 8" CMU WALL 0 U) O 8" CMU WALL IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS w = U) O &D 2 - SO THAT THE STEEL REINF. IS CONTINUOUS + + a -a' I ., MATCH AMOUNT OF CONTINUOUS BARS TOP OF SLAB - TOP OF SLAB ,I. �) � ?k CURB FOR MASONRY • � ° ° � -- V IE I•Lo �a CONTINUOUS STEEL MONOLITHIC � UNITS SET SEE SLAB SCHEDULE EXT. FOR SLAB ° BAR SIZE 48 BAR DIA. 4" CHAMFER (1STORY) ,^ SEE SLAB SCHEDULE TOP OF GARAGE FOOTING REINFORCEMENT SEE SCHEDULE � �' AT ELEV: `D+ � W/ 1/2' ISOLATION .,. 6" CHAMFER (2-STORY) 93 1S' JOINT (WHERE • #4 24" EXT. PORCH SLAB 4" CHAMFER (1STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING APPLICABLE) Z SEE SCHEDULE �., JOINT(WHERE rya EE SCHEDULE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST i FOR WXD, BAR SIZE APPLICABLE) 4 FOR WAD, BAR SIZE NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LIND AND BAR.QUANTITY 47, AND BAR QUANTITY MONOLITHIC FOUNDATION RECESS AROUND GARAGE EXTERIOR MONO -FOOTING ('��EXTERIOR MONO-FOOTING-1-0 CORNER BARS DETAIL DOOR OPENING DOOR 1 3 4 GARAGE S CALE: 3l4"=1'-0 Z (1) #5 REBAR VERTICALLY W/ CONC. 2 w POURED CELL LAP TOP PLATE A MIN. OF 48" Q I B"CMU p a AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT I W 9 IL #4 REBAR 024" O.C. 0 CENTER OF LAP TO OCCUR OVER STUD OF WALL W/ PLAN w g SLAB w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 24 ? W W O a I WALLW/SYP C7 > IIF—GALVANZED 7' CAPPED PIPE S NEW REINF. BAR O SECURED W/ 2- PART K No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE SECURE BT. PLATE TO SLAB W/ WIFLANGE BASE d EPDXY. MIN. EMBED I 1/7k5' WEDGE ANCHOR W/ 2' TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH Q 8", UNO PLATE EPDXY 5-1/2" EMBED, MIN. 0 16" OC b Q O FOLLOW ALL MANF. K SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX. 4. N QQ USE AND = m I BTM AND TOP PLATE 'CONIC, REINF. W/ k6" #tO VWVM ON SECURE FLANGE TO F- PREPARATION OF ANCHORS W/ 1Dd x 1 1Q" COMMON NAILS FILL ALL 8 N ° POLY ETHYLENE SLAB W/(4) 1/4" X 21/4" TAPCONS Z Ir HOLE. Z HOLES, DO NOT USE 10d W � W VAPOR BARRIER ON VAPOR x 3" SEE SLAB SCHEDULE Q WELL -COMPACTED O} CLEAN FILL TERMITE )S 11 TREATMENT SHALL SE , A� °PL + 0'-0' ° TOP OF SLAB° ?� 4. BORA-CARE 4" CHAMFER (1STORY) (2) CONT. #4 REBAR 6" CHAMFER(2STORY) 4 (2) #5 REBAR ON CHAIRS EQ. EQ. EE SCHEDULE 12" MIN. DEPTH INTO 2 W 2,000 PSF VIRGIN SOIL OR 95% FOR WXD, BAR SIZE VIRGIN OR ENGINEERED SOIL > COMPACTED SOIL 0 SLAB MU 5 BOLLARD ADDING BAR TO AND BAR QUANTITY HEIGHT LESS THAN 3'4' PER PLAN EXTERIOR MONO DEEP 6°ALE: 3l4"=''-D" G MONOLITHIC FOUNDATION V SCALE: 3/4"=V-01' INTERIOR CURB FOUNDATION WOOD WALL SCALE'.34"=1'-0' (W/ UPLIFT) FOOTING W/ BLOCK WALL 1 A SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON LAP TOP PLATE A MIN. OF 46' NAILS, 2-ROWS, *'O/C BTM. VERIFY HEIGHT AND NAIL W/ 160 COMMON LAP TO OCCUR OVER STUD OF WALL W/ PLAN NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING SPACING REQUIREMENTS WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z PLANS FOR SPACING. SINGLE WALL Wl SYP No 2 STUDS SEE 2 BTM. PLATE TO BE PT. PLANS FOR SPACING. SINGLE PROVIDE DBL TOP PLATE SECURE ST. PLATE TO SLAB W110tl MASONRY BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/tOd MASONRY NAIL 0 NAIL 16" O/C STAGGERED. PROVIDE DBL. TOP PLATE 16' O/C STAGGERED. ¢�¢ ADDITIONAL METAL ADDITIONAL METAL m U CONNECTORS NOT CONNECTORS NOT 2 REQUIRED WHEN NO REQUIRED WHEN NO (1) 0) UPLIFT IS PRESENT. UPLIFT IS PRESENT. O 8" CMU WALL w Z POURED LINTEL CONT. (TYP.) SLAB SCHEDULE .ro., Er' CMU FILLED CELL (TYP ) QK SEE SLAB SCHEDULE TOP OF SLA [SEE a -a' _I• N17f 2X WALL FRAMING TOP OF .ti SEE SLAB SCHEDULE 117' DIA SIMPSON STB2 BOLTS 5" TOP OF SLAB e • ~ Z • MINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND --4 a may CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX 8 ' POURED MONOLITHICALLY WITH e, - FOUNDATION AND SLAB SEE SCHEDULE 4 SEE SCHEDULE I FOR WxD, BAR SIZE .. 3 . FOR WXD, BAR SIZE EQ. EQ. E SCHEDULE >lill"`---SAA���AND BAR QUANTITY AND BAR QUANTITY FOR MD, BAR SIZE � AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO Y MA INTERIOR CURB FOUNDATION WOOD WALL 8 9 SCALE 3/4"-l'-a' (NO UPLIFT) FOOTING AND COL. PAD 10 BLOCK WALL CONNECTION scALE:34''=r-a UPLIFT) (NO SCALE:3/4"=l'-U 11 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN SL LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 w F 5 x ° 6 BUDDIV & LOT: ABBOTT PARK LOT #21 BLK. #11 PROJZ41CTLy 04181.00 -21 11 MODE1 2554-E301 "DARWIN" GARAGE 8WlNG: LEFT PAGE: DETAILS 160 MPH Ey. C OJ DATE: 05/24/21 SCALE: 1/4"=1'—O" SHEET S1.1A STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ? SPACING REQUIREMENTS MIN. 10" TREAD W1+1" NOSE 3 Qa a } 8" CMU WALL PAVERS 04 REBAR (TYP.) o' a', ¢ W m Y i3 o'-a'. TOPS —'—• TO1' OAF 6LAB w SEE SLAB SCHEDULE of O K z 1(2" RADIUS OR d,_ CHAMFER Q •" , LU LU e . to a • SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 2 ^ — w > O ¢ .' • m O EQ. EQ. SEE SCHEDULE —�` FOR WxD, BAR SIZE AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL 2 3 AT ALL PAVER AREAS SCALE LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT VA LAP TO OCCUR OVER STUD OF WALL W/ PLAN Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND STEEL REINFORCING IN GROUTED SEE PLAN AND WALL W/ BY No 2 STUDS SEE PLANS FOR SPACING. SINGLE }a} SPACING REQUIREMENTS CELL FOR SIZE Z SPACING REQUIREMENTS BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ a t g C -- PROVIDE DBL TOP PLATE 12"x9" WEDGE ANCHOR W/2" WASHER SET IN HIGH STRENGTH U 8"CMU WALL EPDXY 5-VTEMBED. MIN. @ 16" SIMPSON SPH4 OR SPH6 OC MAX, 0_ to Z_ O 8" CMU WALL U BTM AND TOP PLATE ANCHORS Wt 10d x 11/2" +-0'-0" y SEE SLAB SCHEDULE COMMON NAILS FILL ALL TOP OF SL48 TOP OF SLAB 0 TOP OF SLAB -a• HOLES, DO NOT USE 10d x 3" SEE SLAB SCHEDULE • �� SEE SLAB SCHEDULE BAR SIZE 4B BAR DIA. Z W W > ° - *-0•-0• EXT. PORCH SLAB W! 1/2" ISOLATION �.l 4" CHAMFER(1STORY) 78„ MO n a.� • TOP OF SLAB JOINT (WHERE • 6 CHAMFER (2STORV) #4 21V ° e° APPLICABLE) Z MATCH STEEL #5 3W EE SCHEDULE S' PVC CHASE REINFORCEMENT FOR WxD, BAR SIZE THRU FOOTING PER SCHEDULE #7 42" 6" PVC CHASE THRU FOOTING AND BAR QUANTITY SEE SCHEDULE FOR WXD, 134R SIZE MATCH STEEL AND BAR QUANTITY SEE SCHEDULE REINFORCEMENT �1INTERIOR FOUNDATION CMU WALL FOR WxD, PER SCHEDULE QUANTITY AND BARINTERIOR PVC CHASE FOUNDATION WOOD WALL FOOTING 5 ,THRU SCALE:3/a"=r-a' (W/ UPLIFT) SCALE:3/4"=1'-a' MAY 2 i44i N. RONALD REAOAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abdeslgngroup.com L AA #: 0003325 A x � s p a ounDiv. Ac I.OT: ABBOTT PARK LOT #21 BLK. #11 PROJECT# 04181.000-21111 MODEU 2554-E301 "DARWIN" GARAGE SWING: LEFT PAGE: DETAILS 160 PH W. C TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM PER CLEAN OUT REQUIRED FOR INSPECTION a TIE VERTICAL REBAR TO HORIZONTAL d.bREBAR W/ 10" HOOK BAR SIZE 48 BAR DIA Z#3 1S' LLI O #4 24" M U #5 30" #5 36„ #7 42' HORIZONTALNERTICAL 0 REINFORCING W O d NEW REINF, BAR SECURED W/ 2- PART a ( EPDXY. MIN. EMBED g 6, LINO = FOLLOW ALL MANF. 4 N O I SPECIFICATIONS FOR _ USE AND 8 C PREPARATION OF Z D HOLE, a a -Q ..a n STEEL REINF. OF BOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE: 31W'=1'-0" A _Z c OFFSET METHOD CONTINUOUS M#7 48 BAR DIA. 18" METHOD 24' HORIZONTALNERTICAL 30' REINFORCING 311 2 42" SCALE: 3!4"=1'-0" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS MAA 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.ebdesigngroup.com AA #: 0003326 E a q�s 0 � n sUDDIV. & Loll ABBOTT PARK LOT #21 BLK. #11 PROJECT1p 041 1.00 — 1111 MODEU 2554—E301 "DARWIN" GARAGE 8VfD40: LEFT PAGE: DETAILS 160MPH E C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 ill" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 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 (41. 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 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER Q 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 OESCWPTION REMARK tO (2) 2X8 BEAM SCHEDULE RMERM 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 (psi) W'H' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8.16 (1)#5 1 (1)#5 N/A GROUTED SOLID B82 MASONRY 3000 Bx6 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" i"I N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigogroup.com L AA #: 0003325 Pi S c a¢ N 41 0 x aUDDIV AO LOT ABBOTT PARK LOT #21 BLK. #11 PROJECT ��11 04181.00 -21111 MODEIA 2554-E301 "DARWIN" GARAGE BrIMO: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN & NOTES 16 PH ScALE: 1/4"=1'-0" SHEET 1._J 2 #SCORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1W HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" OPEN FACE SHELL SO AS TO ALLOW SENT 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 PROVIDE Y DIA HOLE IN LINTEL SO THAT VERT, REINF. BAR CONTINUES THROUGH LINTEL �G�NOF O � / PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN, F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2, IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. ` WIDTH BEAM NJ 2ND BOND BEAM COURSE y��ao ��16-1T/j / B HEIGHTL�' # OF #SS, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -1T/1 MOB INDICATES ADOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX- 1T10Ml08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX-1TAM,OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX- iT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW — r PRE -CAST WINDOW SILL Z 'a SLOPE BETYR BON BOND BEAM �1 r 1#5 TYR UN16" jp BOND BEAM d tA5 8xl6 DBL BOND TOP OF BEAM N (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF N(1)#5 BAR .y BOND BEAM 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-2' BEAM DESIGNATION OR r� Bub PRE -CAST CONCRETE G SCALE: 3l4"=1'1P' LINTEL, NO STEEL (L1) REFER TO PLAN FOR LOCATIONS rno . TYPICAL MASONRY WINDOW �1 SILL CONSTRUCTION T SCALE: 1 1/2'=1'-0" SINGLE I OAR URETURNED UP 1 D DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR -E REINF. SARIS), AT EACH SIDE STEEL REINF. OF OF ELEVATION :ROUTS BENEATH BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS PRECAST HEADER(MIN) 2x4 (MIN 2X 3)13/16 — TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2.3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1W) S' FROM EACH END AND 16' O.C. MAX. MIN 1-114' EMBEDMENT 2X8 (MIN 2X3)2-W16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1M") 8" FROM EACH END AND 18' O.C. MAX. MIN 1-1/4" EMBEDMENT 2X4 SOLID BLOCKING — SECURE TO SHEATHING W/ MIN. 2.12d PER BLK. EA. END OSB SHEATHING WALL 5 ARCHWAY FRAMING DETAIL SCALE: WDODSEOTAYI FAS1Bi VAM d. =2" MIN, 2 }" MAX =2}'MIN, 9"MAX a-1}"MIN, 2}"MAX ed =}" MIN, 2 }" MAX d. =1 MIN, 2 e.=2t MIN, 9"MAX w2d %=1}'MIN, 2}"MAX ea =}" MIN, 2}" MAX d. =2" MIN, 2 }" MAX e. = 2 t' MIN, 9" MAX �w s, =1 }"MIN, 2 }" MAX ee = }" MIN, 2 J' 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. = ENO DISTANCE % e SPACING BETWEEN ADJACENT FASTENERS IN A ROW s = SPACING BETWEEN ROWS OF FASTENERS ea = EDGE DISTANCE 8 DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. J.44i N. RONALD REAGAN BI LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-7744078 ww W.abdealgngroup.com L AA #: 0003325 i y 04 1 1. q wG Is: 11L73DIV. AO LOT: ABBOTT PARK LOT #21 BLK. #11 PROJECT# 04181.000-21111 MODE1. 2554—E301 "DARWIN" GARAGE OWING: LEFT PAGE: DETAILS 160 XM ENP PRINT DATE: 05 24 21 SCALE: 1/4"=1'-0" SHEET S2.1A 1441 N. RONALD REAGAN SL LONGWOOD, FL 327E-0 PH: 407-774.6078 FAX 407-7744078 www.abdesigogroup.com L AA #: 0003325 W ID n 6 musDm a LOT ABBOTT PARK LOT #21 BLK. #11 PROJECT# 04181.00 -2 1 1 1[ODEL.• 2554- E301 "DARWIN" GARAGE BTaNG: LEFT PAGE: SAFE LOAD TABLES 160 MPH AV. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ tOd 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 718" LONG, WITH WASHER (2 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 W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2X6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAYICOFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST S" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE a BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 1 4x4 (3 100 1/2") HTT4 W/ 5M' DIA. x 5" EXP. s SYP. PT, WOOD POST BOLT 4x8 (31/2-x7 l/4") HTT4 W/ 5B" DIA. x 5" EXP. ® SYP. PT, WOOD POST BOLT FIRE LOP Lgg((—�------- FLOORB- 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR.TRUSS 11 W_ ELEV. VIEW PRE-ENG. FLR. JOISTS 3/4" PLYWOOD " DRAFT STOP PRE-ENG. FLR. JOISTS''fjj,,, r' Tr 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS 2X6 LEDGER W/ 1/2" DIAMETER ANCHOR BOLTS a 8" O.C. FLOOR FRAMING PLAN SCALE: 1/4" - V-0" BMt TO LEDGER W/ SIMPSON HUC48 TO LEDGER W/ 'SON HUC46 MTSI2 TRUSS TO LEDGER MAY 1441 N. RONALD REAGAN St LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com L AA #: 0003325 n o a 9vHDIV. as LOT: ABBOTT PARK LOT #21 BLK. #11 PROJECT#] 04181.00 -21111 MODEU 2554—E301 "DARWIN" GARAGE $WING: LEFT PAGE: FLOOR FRAMING PLAN 160 PH W. C FOLAW A.ABOUCHACRA L AR NO 93723 A PRINT OS 24 21 DATE: SCALE: 1/4"=P-0" SHEET S3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 �' NAILS TO TRUSS B{2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 J" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 041) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 �' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ I$) 16d GALV. COMMON NAILS. 1X2 SECURED W/ 10d GALV. COMMON NAILS 12, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27'x 4, 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, W O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B. ALLOWABLE UPLIFT = U.2365 LBS, L: 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C TYPICAL TRUSS/ 11 AY1 B 1 SCALE: GIRDER CONNECTOR(S) SERIES SAM BLOCK rdICIO 8 4500 3/4" WOOD PANELS 8000 (2) 12" WOOD PANELS 60 (2) 1/7' WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 12' HIGH STRENGTH CLG, BOARD SECURE IJOIST TO TOP PLATE W (2) 12d TOENAILS DOUBLE TOP PLATE 2X4 OR 2X6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12'GYP. WL. BD. SEE SHEET S1.IA FOR NAIL SIZE AND PATTERN t/_�I-JOIST CONNECTION @ L.B.W. (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTMI- PLATE ENGINEERED WOOD TRL 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 - TRUSS ANCHOR WITH (9)10d x 1 k' NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 2x WOOD FASCIA - SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND GALV. COMMON NAILS BEAM 17' O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #2 2" x 4', 6', 6" x 4' _0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. .A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SOS }" x 2 }" TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 5" TITEN HD TO CMU AND (18) SIDS }" x 3" TO GIRDER C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 12) Nf' x 57ITEN HD TO CMU AND (18) SOS *'x 3' SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 6' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT =4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF ZA 2B 2C GIRDER CONNECTORS) °„ DEPTH -HOLE EDGE >5/8" -HOLE DIAMETER N c 2/5•D SGL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 12"=1'-0" EDGE >5/6' HOLE DIAMETER 31M DBL. STUD LSTA12 20 GAUGE W/ tOdx12 HOG COMMON NAILS 12 EACH END TOTAL OF 10 BBtIE6 EBACI03LB iFBCIG38 4500 3/4"WOOD PANELS BODO (2)12" WOOD PANELS 60 (2)12' WOOD PANELS 90 2x LUMBER LVUI-JOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & 18d x • I 2-12" T NAILS TO POST., POST TO SIT DIRECTLY ON SLAB — - e 1111100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4)1l4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WI10 10d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7COVER & 7APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE 3/4"=l'-9' 8'-0" MAX (Wnx4) �R 10'-0" MAX (W/2X4)* 1.4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6-0' O/C —7 SEND WALL OR OTHER MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD p p �+ • _ INTERSECTION TYP. ^ BTM. CHORD BRACING < � �' • _ 4 / V 1 SCALE: 3/4•,=1'-0„ 1 LVUWOOD POST CONNECTIONS 5 I SCALE: 3/9'=l'-U mill Inlillallilm DIE C A B & BB A - SIMPSON IUS1.81/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4" WEDGE-BOLTAI-BOLT, 5" MIN. EMBED (14) IDd GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G <29DO LBS, U < 210 LBS W/ (4) 3/4"° WEDGE-BOLTM-BOLT, 5" MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) I0dxt-12" GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1810 LBS W/ (8) 34" WEDGE-BOLTIJ-BOLT, 5' MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75I16 G <3455 LBS, U <210 LBS W/ (8) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dx1-12' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 34'-V-17' 24" 24" MAX. W/ IJOIST8" END MAX. SPACING B" END w/1-JOIST TYP TVP P. ACIN SEE FRAMING PLAN END OF MAX MAX MA% LEDGER BD. 12" EXP. (2I 2X8 SYP P.T. W EDGME 2Xi2 SVP P T. 3/4" EXP. SO BOLT Nq T LEDGER BOARD L OGER BCARD TO SOLVJ-BOLT W/ 7 WASHER85117' T08E USED 1. ENSURE THAT EXP. BE USED WITHIOOSST WASHER 851/2" MIN. EMBED. (TVP) WITH 1-JOIST BOLTS/J-BOLTS ARE PLACED MIN. EMBED. ITYP) INTO GROUTED CELLS, B' ALL AROUND BOLT, FRONT 2. SPLICE OF FRONT AND REAR LEDGER LEDGER SHOULD LAP A MIN OF Z 4-0'. = Z to 3. ALL BOLTS TO HAVE WASHERS (� 2`(12 w 4. EXP. SOLTWJAOLTS SHOULD SVP PT NOT BE ANY CLOSER THAN 6' Z z O/C. S. ONLY LEDGER L DIRECT (2) ZX8 CONTACT (REAR LEDGER) WTH REAR SYP PT CMU REQUIRED TO BE P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK I SIZE BOLT SIZE END SPACING CENTRAL SPACING A DOUBLE SYP 2x8 12" 6' MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" 6' MAX. 24" O/C MAX. 10 I -JOIST WOOD LEDGER DETAIL SCALE: 3/4"=11-0" 12) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN BRACE W/(3)12d a EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'40" O.C. (AT SHEATHING 0'4" TO 30'-U' (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3)'X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE O CENTER TO BLK W112' DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 37'OC IT. MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's B" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2(4 SECURED W/ (2) 1Od's C EACH TRUSS BE INSTALLED .-O" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:34"=1'(Y' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1, METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fi AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE MAY SUBJECT TO F1 AND F2 FORCES. H1 11 ALTERNATE MATERIALS SCALE: 3/4"=T-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407.774-8078 FAX 407-7744078 www.abdosigngrouµcom AA #: 0003325 A AI F� � � a ounDiv. CO LOT: ABBOTT PARK LOT #21 BLK. #11 PROJECT# 04181.000-21111 MODEu 2554—E301 "DARWIN" GARAGE 811111sr7G: LEFT PAGE: DETAILS 160 MPH EXP. C It'll P ILN4D A A AR NO PRINT DATE: 05/24/21 SCALE: 1/4"=V-0" SHEET S3.1A SIMPSON H6 W/ (6) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON H6 W/ (8)Btl COMM— Al -' - EACH END 8" CMU WALL— REINF PER PLAN REFER TO NAILING SCHEDULE ON SHEET SN1 FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS (JOIST (SEE FRAMING PL, 8" CMU WALL— REINF PER PLAN REFER TO NAILING SCHEDULE ON SHEET SNt FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS OBL. 2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. (21214 P.T. W/ —DSL 2X12 SYP #2 LEDGER. SEE I :; Zq `—(JOIST (SEE MASONRY NAIL. BOLT SCHEDULE, 10183, IA. 2x4 P.T. CEILING FRAMING PLAN) ®1 OO.C. NAILER W/ MASONRY NAILS SIMPSON SPH4/SPH6 BTM. 1X2 FIRESTOP 0 12" O.C. IJOIST LVL PLATE STRAPS W/ 10d x 1 1/2"HOG NAILS SECTION DETAIL 1X2 FIRE -STOP SECTION DETAIL WALL / FLOOR FRAMING, AT I -JOISTS PERPENDICULAR AT I -JOISTS PARALLEL I -JOIST PARALLEL TO WALL q TO EXTERIOR WALL ,1 TO EXTERIOR WALL 4 SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS — Zx4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2.6 PT. PLATE TO BLK- W/ 1/2" DIA. ANCHOR BOLT W/ T WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 120's 6' O.C. MAX V EDGE CENTRAL SPACING SPACING SEE SEE C$ HEDUL , �r 1 SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 5 1TT MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 6' ALL AROUND BOLT, Z 50 2. END OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O/C. 5. IN LIEU OF HILT] PAFS SIMPSON TITEN 114" (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLTSIZE BEDGESPACMG canpALSPACING A DOUBLE 218 10 B" O/C 16' O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 1/2" 8" O/C 16, O/C D DOUBLE 200 3/4" 8" O/C 24" O/C E DOUBLE 2110 314" 6' O/C 16, O/C F DOUBLE 2x12 31*' 1 6" OIC 1 17' O/C WOOD LEDGER DETAIL PRE.ENG'D WOOD TRUSS (TYP) 0 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's ® EACH TRUSS TO BE INSTALLED 0 10'-a' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS c@ CMU WALL D SCALE 3/4"=l'-IP STRAP TRUSS TO PL. SEE SCHED. BELOW TRUSS TO TOP PLATE A-SIMPSON MTS12 U < 990 LBS W/ (14)1Od GALV. NAILS. B - (2) SIMPSON MTS12 U < 1420 LBS W/ (14)10d GALV. NAILS EA. STRAP SIMPSON SPH4 OR SPH6 STM AND TOP PLATE ANCHORS W/ 10d x 1 117COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" PRE-ENG ROOF TRUSS 518" GYPSUM BOARD OR 112' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) led TOENAILS DOUBLE TOP PLATE 2x4 OR 2X6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM, PLATE TO BE PT, PROVIDE DBL TOP PLATE PROVIDE BLOCKING 1/T GYP, WL. BD SECURE ST. PLATE TO SLAB W/ 12'1:9" WEDGE ANCHOR W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. C 16, OC MAX. TRUSS CONNECTION L.B.W. 9a 9b SCALE: 3/4"=l'4a' ,[_JAROOF TRUSS 4x4/4x6 SYP NO. 2 WOOD POST TO SLAB.SEE SCHEDULE BELOW FOR CONNECTION FL#17239 O• •: 0 : TRUSS/WOOD POST CONNECTIONS 10a 10b 10C SCALE:3/4"=,'-a, TRUSS TO POST CONNECTION 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-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) TO HDU4 AND (10)1/4" X 21/7' SOS TO POST POST TO SLAB CONNECTION A&B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 518 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ SWAB. WITH MIN. T' EMBEDMENT TO SLAB & (26) led x 2-1/7' NAILS TO POST, 1441 N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407.7746078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 y o`toC � W Q 0 � � h a aUNDIV. ae I.oT: ABBOTT PARK LOT #21 BLK. #11 PROJECT* 04181.00 —21111 MODEL: 2554—E301 "DARWIN" GARAGE aNING: LEFT PAGE: DETAILS 160 W E C ROLAW A ABOUCKKM L AR NO W723 mm PRINT 08 24 21 DATE: % SCALE: 1/4"=V-0" SHEET S3..1B 29'-8"LLI MAY SECOND FLOOR DECK PLAN SCALE: 1 /4" = 1'-0" m z J W " U� Jp 41 LL q f� iQ m 9'-4 3!4" TOP OF DECK M �V 1 7'-8" 5'-9" 2'-T' 29'-8" Vi N. RONALD RFAGAN 8l IONGW00D, FL 32760 PH: 407-774.8078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 Ul a n avaa><v. ae toT: ABBOTT PARK LOT #21 BLK. #11 PROJECTp 04181.000-21111 uoaE>U 2554— E301 "DARWIN" GwRwGE E11ING: LEFT PAGE: SECOND FLOOR DECK PLAN 160 MPH E C SECOND FLOOR DOWEL PLAN SCALE: 114" = 1'-0" MAY 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 M sVHDIV. ae LOT ABBOTT PARK LOT #21 BLK. #11 PROJECT# 04181.00 -2 111 MODEL: 2554- E301 "DARWIN" GARAGE BWtNG: LEFT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C M. DATE: 05/24/21 SCALE: 1/4"=1'-0" SHEET s4.2 sVHDIV. ae LOT ABBOTT PARK LOT #21 BLK. #11 PROJECT# 04181.00 -2 111 MODEL: 2554- E301 "DARWIN" GARAGE BWtNG: LEFT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C M. DATE: 05/24/21 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 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) iOd x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WN 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 DRAWWNGS 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 0'4, FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW/T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION rc (Pei) WAR REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8.16 (1)#5 (1)#5 WA GROUTED SOLID B82 MASONRY 3000 Bx8 (1) #5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES 4 d i L O '7 9 9 k a y t T GT ro 4 8F8-1T/0M/0B 4'-6" SF8-lT/0M/0B ra^ I L-------------- J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" MAY 1441 N. RONALD REAGAN BL LONGWOOD,, FL 32780 PH:407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA 0: 0003325 r 4 m a SUHDIV. de LOT: ABBOTT PARK LOT #21 BILK. #11 PROdECTJv 04181.00 -21111 MODEU 2554—E301 "DARWIN" GARAGE 8WING: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN & NOTES %160 APH E . C B21 HATE: 05/24/21 SC ALE: 1/4"= V-0" SHEET 5 1441 N. RONALD REAGAN BLVD L0NGW00D,FL32750 PH: 407-7746078 FAX 407-774-4078 wwwabdoeigngroup.com L AA #: 0003326 E gA 9 O fA UnDIv. ee LOT.BBOTT PARK LOT #21 BLK. #11 PROJECT* 04181.000-21111 MODEU 2554— E3O1 "DARWIN" GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C MPY M 61 "" DATE: 05/24/21 SCALE: 1/4"=1'-0" SHEET s5.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1OA 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 HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .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 W/ UPLIFT IN EXCESS OF 2,5D0 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN, y�. c3 3 � 3 CA u ' x CA 4 CJ3 • II x n n CJ3 y�A Q 1A C3G 1A 1 .,�. C1 2 � m 1A Cil x u n n CJ3 c EJ7 1B A60 1C .1 .1 a� SIMPSON OETAL2 IMPSON 96o ag aaaa=a,�a_&3. s aea=os.ss•a:as®a s®saasma•v,amaaA2a • PRE -FABRICATED ROOF TRUSSES 24" O.C. 2V38r,�a®:a®= a ACCEESSi C I .aa�aa�, A3 DETAL2 a AS IMPSON RIDGE 7 B �6J,. A7G 2A 1 Bi 1 "4' Z3 a Sio• I - , " CJ5 1A B2G 1 4 �n gp gp I{ �I D u ua II CJ3 R CJ5 II A II •A A 1A 1 g, CAI- CJ3 n n n u EJ7 n x n CJ3. by CA CJ1 ' I I i i----------- SIMPSON ROOF FRAMING PLAN SCALE: 1/4" = V-0" MGT MGT MAY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAIL 407-774-4078 www.abdosigngroup.com AA #: 0003325 h Q o O aF� W f O > xmIDIV. & LOT: ABBOTT PARK LOT #21 BLK. #11 PROJECT# 04181.00 —2 111 MODEL 2554—E301 "DARWIN" GARAGE 877/ING: LEFT PAGE: ROOF FRAMING PLAN AND NOTES %160 MPH EXP. C L SCALE: 1/4"=1'-0" SHEET s6 I2� FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40M), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/37' STRUCTURAL SHEATHING EXP 1 (40aO).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE IOd RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 214 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM lod RING SHANK 2 1/2" 0.131 F166 SCR W SHANK 170,000 RING (16-20 RINGS RSRS-03 Sd RING SHANK, 2 3/6' 0.113 Fi667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2316' 0.113 F1867 SCREW -NAILS RSR6-01 EXTERIOR SHEATHING USE 12" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING - ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. INFIELD ZONE 2e, 2n, 2r: IOd NAILS @ 4" O.C. ON EDGE AND W. O.C. IN FIELD ZONE 3,3e, 3r IGO NAILS ® 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Sd RING SHANK GUN NAILS 0 4" O.C. .. TOP & BOTTOM EDGES .. a z D 0 0 Z w 2 ? V V Z O 7YP. EXT. SHEATHING ATTACHMENT 1WL0 ¢ O ILA w Y WO p0 ZD RAFTER OR TRUSS R11mF RHFATHINf: ■MMMEI,I) �I = , 11 " -.... 11 11 U BUILDING LENGTH ROOF SHEATHING LAYOUT ANDENOWALLSRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16"O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING 0 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 1. RING SHANK GUN NAILS . SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING P. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF SHEATHING (_#82' DECK SCREWS0 6"-8"O.C. MAX G EDGES & 17 O.C. MQX INFIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SU8-FLOOR SHEATHING TYP. 3/4" T&G SU&FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS .A.pOA A• VAATA•0A j A�Xl�AtA w j'A"wo •.•A•OA A A' V,V,V,V,v • • • • ♦ • Y4t . AL© ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-18 ZONE 1 = 38.00 PSF (48.00) ZONE 3 = 44.00 PSF (54,00) ZONE2.= 44.00 PSF (54.00) ZONE 3e = 51.10 PSF (61.10) ZONE 2n - 61.10 PSF (61.10) ZONE 31 = 61.80 PSF (71,80) ZONE 2, - 51.10 PSF (61.10) "A"= 4'-0" END ZONE DISTANCE BASIC WINO SPEED: 140 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPI1GnON 911E TYPE BPAdN6 REMMNB PPRIGTNNI SIZE TYPE BPApNG REMARN6 1Xt PT fUNPoNO TO MABONRVICONC. CASEHMOEIEDCDL NNL1 t?Lpq. 9.00 OARAOEOWRBLC% TO MA�NRY/COIC. tIN DMi NO VAI9NER TAPCON NA90tIRY FASTENER �� tt2'ENBED. 4'FM p9T., 11R'EIX3E DST. BOO, AL. E%i. DOORS CASEHMDENED OaL 9"OIC WINdJWNWWMMNE0 OAPMEDOOR BUp( '� 1B"O'C l3N"pA) x"EMBED., 4"ENO DST.. tx PT, BEE NOTES NNL1 tY['LONO. 9TAOOEREp INTO MABONRYMONC. TO MP60NRYttNXJC. �WASa1AffR EXPANBIdJ BOLT N•dG 11Yl'aN 3'EDGE dST. vnNoanep:x risElwnoErtDcaL vx wu4wwmaoRTPASTo�m METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING t. ar. sff r»r9e sTACDEREo INro MA90NRY,CLYC. MASONRY tCY)NL REQUIREMENTS E%T. SWINOOOOR (21119'bA. "TPPONJ' 1 fYY'EMSED.B'END. NIXJbEAPoNONXIO 1!1" EXPANSION 4'EMBEd. BNCK.PT.BEENOTEB NO WASHER FMTNER tB'gG D9T,11R'Ep0E p9T. WPLL TO CfXJG BIPB WI WASHER Ba.T N OTC DST.. 3"E.E DST. .ITYNNDOW Bl1CK S13S°PPE xi IN° B'QC 9"END. d9T.,l tI TO IT STFELWL.,9EE W/WABHEA STAGGERED EDGE asT. NOTEe 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 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 NQA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR W DER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NULED AND 2x MEMBERS ARE SECURED WI TAPCONS OR PAF TO THE SUBSTRATE. "GENERAL. NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC3VC33M. MAXIMUMAGGREGATE SIZE SHALL BE 314". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPR ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3f4". 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 PROVIDE 6MIL CONTINUOUS POLYETHYLENE VAPOR BARKER MEMBRANE UNDER ALL SIABSONGRWND WHERE INDICATED ON ELASTICITY= 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-18 AND AISC SPECIFICATIONS DRAWINGS, BEAMS LAPPED INCHES AND SEALED NTH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK 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 -NARK, 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 WTH ACI 347 LATEST WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -NARK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WTH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. BY #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS 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 Al064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-O" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WTH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM ASISA615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT-0MPED GALVANIZED, GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR' LIVE LOAD 40 pH AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psi TOP CHORD -non-wrtent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR_ 36' WOOD TRUSSES. 10 pef BTM CHORD +lon-co -t #5 BAR - 30" #7 BAR - 47' PROVIDE 36° X 36°CORNER BARS, BOND BEAM ONLY, LOPPED ANDTIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WTH 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 WTH ANSI/ASCE 7 88: 1990. 15 pot TOP CHORD 20 psf TOP CHORD (7 pof w/ ASPHALT SHINGLES) (10 PSI 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 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opaf 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 PSI STAIRS LIVE LOAD 40 Psf WALL TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =100 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 ASA GUIDE FOR BEARING (ASCE 7-16 (FBC R2020) EXPOSURE C, 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: 10psf,, UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20W, 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: 200psf, 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: SOpef, ROOMS OTHER THAN SLEEPING ROOM: 40paP, SLEEPING ROOMS: 30psf, STAIRS: PROVDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION I ���Ikkk 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY 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 8E ELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING ANCE OF THE DELEGATED TRUSS ENGINEER. WIND 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 RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS, OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, 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 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED NA 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 paf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE'. EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 8 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE '.. CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A38/A36M, Fy = 36 W FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 k i. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR 8, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,OOD 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 ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED Fgtl PRIOR TO THE ADDITION OF PLASTICIZER OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURWOFF-THE-NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL ETC, CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUMTIME 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 RESPONSIBILITY 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 7 FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONSr B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/7 FOR 05 AND SMALLER 2" FOR A AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3M FOR BASS. WALLS AND JOISTS 1-Irt FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS MAY 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-77443078 FAX: 407-774.4078 www.abdeslgngroup.com AA #: 0003325 4 p� V I.- 64 O W� Q ems mm aysary as I.oT: ABBOTT PARK LOT #21 BLK. #11 PROJECT* 04181.000-21111 MODEIe 2554-E301 "DARWIN" GARAGE SWMG: LEFT PAGE: DETAILS 160 MPH EXP. C © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 7O STAPLESINSTALLED ` THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA­/F" :7j_CH.A . DETAIL A FASCIA O STAPLESINSTALLED @ 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 7DSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @--le 12" O.C. MAX (INTO (2)WOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 %STAPLESINSTALLED Q7 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 30 J" MAX --c1 W.- DETAIL D 7DSTAPLESINSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT- Q f, DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L'—.%_ L--SPAN %A— + SEE DETAIL'A'— SEE DETAIL'E'— "- EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA ) SEE DETAIL'D'� SEE DETAIL 'E'— EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END lv BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING �TRUSS/JO / I / BY OTHER 2-1/4" EMB. X2 WOOD BATTEN DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHO 10d 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 11 1X2 WOOD BATTENILV WOOD BATTEN 10 O S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) f, DETAIL C J-CHANNEL BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" 90 MAX O.C. / STAPLESINSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETEIMASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. m t >•• ••• >fis#d� 13.519 EAVE WIDTH >?• • p•• 375 .375 (ROOF 1{ IF; .4 3.625 3.625 3.66— OVERHANG) 5 \ .08 .0 12 "-CONCRETE; gA CMU OR WOOD—�� (NOTEA) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 ml I 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774.4078 www,abdoeigngroup.com AA #: 0003325 °� N a % kow N W i O SUBDIV. Ac LOT: ABBOTT PARK LOT #21 BLK. #11 PROJECTjy 04181.000-21111 UODEL 2554-E301 "DARWIN" GARAGE NWING: LEFT PAGE: SOFFIT DETAILS 160 MPH E . 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