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Home My WebLink About38263 Sonnet Landing AveA6 99 - 2554E301 -DARWIN 99 . ALL INO-0c V0 f - H P R E'VA ICO D E S F I _ OR- I NATf()NA' ! - E T r R c)D E L , < ,0Pn;NANk_eFF 0 Jr DCP 1. pATE I CITY OFZ_EPI17�RHI O M E S PLAN EXAMINER 12602 TELECOM MRIVE, TAMPA, FL 33637 Tal: (813) 740-9720 Fax. (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -nam Bug=G cmz, usmanuI, ABV ABOVE LAV, LAVATORY DATE DESCRIPTION 7M MM (M) A/C AIR CONDITIONING LUM. LUMINOUS AD) ADJUSTABLE M.C. MEDICINE CABINET m" 1510 WT leftep ARCHITECTURAL SHEET # DESCRIPTION DR HORTON HOMES 12602 TELECOM DINE -AM 14M RM RATE COVIE -OCCUPANCY - RESIOMMAL GROUP R3 CONSTRUCTION TYPE - VB -NN. INTERIOR FNM - CLASS B ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD MT. METAL THRESHOLD CL CENTERLINE Mm. MOUNTED CAD CABINET MTL M C CEILING NT,& NOETTATL SCALE OVOU21 2020 FW-- UPDATE PG Cl—COVER PAGE PG GN-GENERAL NOTES PG Al -FIRST FLOOR PLAN 03/Mi 1,1100ATM TO MET TAMPA STA1,0AIRD6 Ca*PLETM &'-V* MG Wr-44TS 1ST AND 2NP FLOOR TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -BASIC WIND SPEED - Vult=160 MPH Vagd-124 MPH -EXPOSURE - c :1-STORY RESIDENCE - 2-STORY RESIDENCE - MAY. HEIGHT AS PER LOCAL, AND STATE CODES C CLEAR O.0 ON CENTER CONC. CONCRETE Pil PROPERTY LINE USH B TTON CPT. CARPET P.B.PUSHBUTTON C.T. CERAMIC TILE PH, PHONE D. DRYER PLT, PLATE DBL. DOUBLE PLY" PLYWOOD D.G. DUAL GLAZED PR. PAIR DMA. DIAMETERP1. PRESSURE TREATED 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 DIM DI ENSIGN R. RISER PG E2-SECOND FLOOR ELECTRICAL PLAN DIS . DISPOSAL ROD. RADIUS DP. DEEP R.A G RETURNAIRGRI DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DIM. DETAIL R.O. ROUGH OPENING D.W.DISHWASHER S,C, SOLID CORE EXT DR PG Pl-PLUMBING PLAN PG D1-DETAILS PG D2-DETAILS PG D3-DETAILS STATE OF FLORIDA PROFESSIONAL ARCHITECT: SQ.FT. CAWS ST R.R LIVING lic sa Fr. 2ND " LIVING. lis) sa Fr. EA. EACH s D SMOKE DETECTOR S H. SINGLE HUNG PG D4-PRODUCT APPROVAL ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. TOTAL LIVINS 1,961 6a;7 410 6a FT. Ems. 43 Sa rT. TOTAL 2,414 861 PT. ME ELEVATION EQ.EQUAL SET SHEET E.X H. EXHAUST HTHO SHEATHING EXT. EXTERIOR SEW SHOWER FG /FX. FIXED GLASS 'IM, SIMILAR F.G. FUEL GAS SL :L DING F FINISH SL GL LIDINGOIA S FLR FLOOR STD. STANDARD PG WAI-WALL ASSEMBLY DETAILS PG WA2 -WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4 -WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS 1441 NORTH RONALD REAGAN BLVD. PATIO w ea FT. FLUOR. FLUORESCENT SWS SHEAR WALL FR. DR FRENCH DOOR SECTION PG WA6-WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 FIG FOOTING TEMP. TEMPERED GLASS Tel: (407) 774-6078 GA, THK. THICK GAR. DISP. GGAUGEARBAGE DISPOSAL T.00 TOP OF CURB Fax: (407) 774-4078 O.F.1 GROUND -FAULT CIRCUIT TOV TOP OF PLATE INTERRUPTER TLOP.S. TOF SLAB GL. GLASS TYP TYPICAL GYP BD. GYPSUM BOARD U.N.O. UNLESS NOTED FIB. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P.VAPOR PROOF HDR HEADER W. WASHER STRUCTURAL SHEET # DESCRIPTION PG SI -FOUNDATION PLAN PG S1.IA-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMS ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. HOT, OR Or HEIGHT W/ WITH INSUL INSULATION WD WOOD INT, INTERIOR WOW WINDOW W/H WATER HEATER W.I. WROUGHT IRON PG SLAB -DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBIUT A WRITTEN R.F.I. (REQUEST FOR INFORIIINTION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FLOOR FRAMING PLAN PG S3.1A-DETAILS PG S3.113-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN AB DESIGN GROUP WUL RESPOND TO ALL WRITTEN Rn's IN VRITTEN/DRAWN FORKS IN A T11IMY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATION$ OF CONSTRUCTION BY THE BUILDER WHEN NO Rn's HAVE PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S5.1A-SAFE LOAD TABLES PG S6-ROOF FRAMING PLAN PG SNI -DETAILS PG SD -SOFFIT DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE %CONSTRUCTION BASED ON THE DRAWING SET. 1441 N - RONALD REAGAN Bt LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 amm; susDrv. ag X10T, ABBOTT PARK LOT #19 BLK. #9 04181.006-19091 I MODZX,c 2554-E301- "DARWIN" GARAGE GWING* RIGHT IPAG3C* COVER SHEET 160 MPH EXP. C GENERAL NOM 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, GARAM AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 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 WM 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 % INCH GYPSUM BOARD OR EQUIVALENT. 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, OWSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 E1. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- O' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND 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." ?MISER 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: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLU 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO 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. EKTWIIORWALLC0VffA S 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 EX19110R FlAIINif 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTML1787. 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. RE NElIiIANT COlNiTRUC710N UNDER STAIR PROTECTION: 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EVEMOCILMN 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 1T D.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONBIMAN:11011 OBEWATM CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. ExTff4oasoffn 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.E SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES, CONTROL DATE: 12/10/20 (RM) 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.eom AA M: 0003326 �, QQ 9 g ~ i3 ems a 4 1NLTHDIv. a LOT ABBOTT PARK LOT #19 BLK #9 PROJMT 04181.00 -19091 MoDz u 2554-E301- "DARWIN" GA RAGE awnda: RIGHT PAGEL- GENERAL NOTES 160 MPH EXP VT PRINT DATE: 5/24/21 SCALE: 1/4"=1'-O" SHEET GN 46 10'-8' 4'-3' 2'-4' PATIO a 0 i068 BGD. HB 9 p v 8 0 (2) 3052-8 4 4' I m Kam I Clv I II I Lwm ;� I v 0. �+ -� m I A o 0 s I I iI'N� � = I 2 868 I • 4'-0' II'-4' 3'-0' 2'-10 5'-B' i4 2'-10, v PIED SINK- M REF. p 3-6HI 3-SH — � - 9 BOLLARD ro AS REa PER OLD& CODE STAIR DATA 42' H. L5 RISERS • 1.52' WALF WALL V 14 TREADS • 10. CAP 41'NOSNG 0 _ R GAM W-W CLC% v_ ILP Foym 8-8' CL.G. B I v fl 3068 2052-SH 'I• V-0• V-5, HB i I . a 9 M 1 i0 FIRST FLOOR PLAN SCALE, 1/' . '-0 SQ.FT. CALC.S IST FLR LIVING me $GL FT. 2ND FLR LIVING IX 8CL FT. TOTAL LNNGr 11961 SQ FT. GARAW 410 S61 FT. EWW 43 6a FT. TOTAL. Q. 2,414 8FT. 8X18 PATIO 80 80. FT. Yt08 wom mFons a�0iere NCTI E BMW E me "WHI1II)m IEilAll!! MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR BUNG 18 5 33/-43 DR MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA 8010 O}ID. Si 5 29.1/-313 12W2' 8ORlT I 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT — t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = It'-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. CDNMLDA390YCYM 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 $'-®� L UNA ON PLANS BRG MGT. VARIES 8'-8' BLOCK WALL UN.O ON PLANS BRG. HGT. VARIES 8' BLOCK WALL UNO ON PLANS IB'-$* BRG. 4' INTERIOR LOAD BRIG. WALL U.N.O. ON PLANS I INTERIOR LOAD BRG. W LL UNA. ON FLANS -ALL INTERIOR DOORS TO BE i'-8' NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. VERIFY CONDENSER PAD LOCATION UIT14 SITE PLAN OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SMALL. BE 9 b EQUIPPED WITH SOLID WOOD DOOR$ NOT LESS THAN 1 3/8' (35 MM) N THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MNIM FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE l ITS ATTIC AREA BY NOT LESS THAN 11'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE GARAGES BENEATH HABITABLE ROOMS SHALL DE SEPARATED FROM ALL HABITABLE ROOM$ BY NOT LESS THAN Si'(B.9mm) TYPE X GYPSUM BOARD OR EOWYALENT. -UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOPFITS PROTECTED ON THE ENCL088D SIDE WITH 1/2 NCH GYPSUM BOARDS. FBCR 2020 (1TH EDJ 302.1 1441 N. RONALD REAGAN SL LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 annu, ounDIV. de LOT: ABBOTT PARK LOT #19 BLK. #9 PROJECT 04181.000-19091 MODEL: 2554—E301— "DARWIN" GARwGE awMG: RIGHT PAGE: FIRST FLOOR PLAN 160 MPH EXP C PRINT 24 5 21 DATE: / / SCALE: 1/4"=1'—O" SHEET Al •s THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL • 36' AS PER FBCR R311.182 W/ 2X4 RH-MF=Wx NOTE: HANDRAIL ENDS SHALL BE C41M AND TER TOP SECURE RETURNED TO THE WALL OR RADIUS GBO VARIES MATERIAL TO TERMINATE INTO A NEWEL PLAN cABmETS. POST. BRACKET a NSTALLER SHALL BLOCK 4 INSTALL FLAT KITCFEN Is" REINFORCING AT ENDS OF PARTITION ARIE BASE 441 BRACKETS AS WALL 3NECESBARY. NOTE- 2'X&'X3g-V4' NET i 0 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A LOW WALL = DIAMETER OF ii'* 2' OR A NONCIRCULAR CROSS SECTION WITH A 2'X6' STUDS PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND • 16' O.C. A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES OR wl 1/2, LL SHALL HAVE A MINIMUM RADIUS OF 1/8'. BAR DETAIL A S 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601E.1 / F.B.G. 2020 �ANDRAIL DETAIL PRE-ENG'D (2) LAYERS OF 3/4' STAIR DATA FLOORING SY87EM PLYWOOD OR (2) LAYERS OF ISM IB2' (an FLOOR W4' Sue FLOOR MATERIALµTREADS • MSAI•ING SFEET) RIPS FOR SOLID NAILING 10'� I' NOSING 3/4' TOG GUI5 FLOOR GLLED BCJfEUE.D PER PAST2:- } 3/4' 2ND FIN. FLR BCFEE C S'-V BRs. W.T. GK — PE Mwe CUT LAT TOP OP A \ \ STAIR` RISERS TO cctV'oRe•I TO HOC a1=12M & yTu !D_ fzm:n) \ F a MIN. TREAP-W MAX IINSIM-1 �I' MAX. to W AMATION IN 9/4� ADJACENT TO ENGLOBED ACCE8810LE SPACE J U EALCH OTFER 3W MAX UNDER STAIRS SWILL NAVE M.LS,1ljlll VARIATION IN ANY 16SEPtIMAD LWER-STAIR SI)11FAN ACE AND Y A) WAIDIRAL COMLAR CROSS SOFFITS PROTECTED ON THE SECTION PIA TO ISE I V4' •V4• ENCLOSED SIDE UJITH V2' GYFWJ I OR PR WOE EO WALER 4PASPAERLrrY UNDEm- MN ♦' EOARR P. FECR AM6 URM • NAWWW END MN. U' Uu m . O' FROM NAISROU END „4• MRX HMORAL H27. P W D R ' m �Qo � (3) 2x12 S.Y.P. t- = m (4) STRINGERS 2X4 RE-IPFOISCIlIG • EA 2 X 2S1RRK+ER ?I�y' V-0' FIN. FLR 62CM WA2d V-S' O.G. - Wd MASONRY NAILS . 2X4 Pt. SLEEPER INTO 8LAE WTWN V OF EACH END. 32' oa MAX. STAIR DETAIL B 1441 N. RONALD REAGAN BLVD.:. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 oaa,N, amur, U111MV. a LOT: ABBOTT PARK LOT #19 BLK. #9 PROJECT 04181.006-19091 MODEL; 2554—E301— "DARWIN" GARAGE 8WiRG: RIGHT PAGE: DETAILS 160 MPH C i Ak BLDCa HCsT�------------- 12 IB'X62' PYPON 6 DECORATIVE *NUTTER OR EaJIVAJ.ENT 4' RA16ED BAND (TYPJ SHINGLE ROOF 4' RAISED BAND (TYPJ 6' RAISED BAND (TYPJ� 0'-0' FIN. FLR, Il'-4' 2ND FLR BRG. NGT. IT, 6104LE ROOF ,�I1'-4' 2ND FLR BR's. +IrsT. b' RAISED BAND (TYPJ Trr e' RAISED r d I BAND (TYPJ A'V-43/4'2ND FIN. FLR ,�8'-0' I5T FLR BRG� .NCsT —_—_—_ rEt, OPT. COACH LKsF1T - 4' RAISED �(M 9 FRONT ELEVATION- G V - I -m I 6 OFF RIDGE VENT 9'-4 3/4' ZNDr, r r 9'-4 3/4' 2ND p��-- --- ----- ------ ---- - FIN. FLR 8'-0' IST FLRi, 8'-0' IST FLR B- -- ----- 6' -------------- - BRG. HGT, i0 m Q_ S 0'-0' FIN. FLR _ _ _ _ _ — _ — _ — _ 0'-O' FIN. FLR. REAR ELEVATION-G MOUFAD FMISF+ AREA OF ATTIC = 1469 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1469 /300 = 4.90 VENTILATION ARFAX SQ. INC}fS PER FT.(144) = 70S 12 SQ. IN. MIN. REQUIREDVENTILATION = .5X 70512 IN UPPER PORTION OF ATTIC - 352.56 SO, IN. OFF RIDGEVENTILATION AREA = 115 SO, IN, PER VENT 352.56 /115 TOTAL# OF VENTS REQUI RED = 3.06574 TOTAL# OF VENTS PROVIDED = 4 'AREA OF ATTIC IS TFE P ERI MITER OF THE HOUSE, LESS TFE UJERRANG (EXTERIOROF WALLTOEXTERIOROF WALL, NO OVERHANGS INCLUDED) 112* THICK 2 COAT LXhENT FLAOTM A -MIND DIRECTLY TO MA60N11'- 4W GALV. T-'-TYPE R.ASHM SET N UNNDEItl.ATMONT A6 PER PGGR 6Yf PT LEDGER IW WWI Roof 6IEAtNP4D THIQo+E66 V7S:6' TFPIEADED ROD A6 fER SFET EN'GO. 6CG6® PER OL. 4 WTTNN 6. OF EACF FABTENFR 60FED" Do MAX. SET M Grvw 6 D FIN. LN-26m� H14H BTRFJED. EXPDXI 2Pb FP4. RR (PEltt ELEVJ ,� B"I!!!D. 2: 6 611. RAFTERS OR PRE-E46'D TItl1S6— (PER .L J ROOP SLOPE PER �-� ELEVATION m(* STP PT Locam W MN, VY' 06D BHEATNN6 cuiew To mE eEa2�en t0 1/yW TI(READLD ROD S2' = , WIrNN W OF 2X6 MEMDEM W, sd HAILe EACH END MAX. SET IN 6. O.G. 6 PERI"ETER I'-4' 6PPSON NGH 6TRINN 'T1 6P'IF'60N LLO-26 W/ (4) IEdY 2�_0. EXPDXY W MIN VIEW. TO LEDGER AND (2) IOd% TO 2:6 Iolst CHANNEL � �R OVERHANG DETAIL A SCALE: la = i'-®• EN6P4EEISE•D WOOD ilY(S6E6 � 24' OL. 6UDMT SHOP DRAWIN66 SEALED DY M111OM 6IONAL EN3PecR FOR MYEW . M AND CO INT6 PLYLUDOD 6 RA.THN6 OWE6T'RICTUR L 2ND RR am Not ( NOOf WO NO R.A61M6 LW DNP IRW NIMF6 NO MCHOIU EDGE was mNPIt U14IaLIANTEE REa MPIR-I Ora M6 61R1O11RAL U2E4P PA6CIA WITH LNG MET PwAawr� 661M 00 b0, 2.6 WOOD FASCIA 60 81RUG1I RAL POR fA8Ttl1ER* VENTED 60"wT PER ATTIC 'Al W' THICK 2 COAT CE'!NT PL487ER P AM -LED DPLIECTLY TO MA60MW RAKED TRIM PER ELEVATION* 2KI FLR 100M PER PLAN SOFFIT DETAIL oRAKE Bo ALE: I/2 • I'-0 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.a bdesigngrou p.eom AA M 0003328 Pi .lit Q d avBnJv ee mmT: ABBOTT PARK LOT #19 BLK. #9 3PROJEC'Vdi 04181.000 19091 JI[ODELt 2554—E301— "DARIVIN" GARAGE S'WDCG: RIGHT PAGE: FRONT & REAR ELEVATION"G" 160 KPH E C IT'-4' 2ND FLR, B5RG.THGTHG 9'-4 3/4' 2ND, F FLNIF FLNI R S'-0' IST FLR, Vera. TNCsTNCs 0'-0' FIN. FLR, 'I'-4' 2ND FLR _ — BR'. HGT. 9'-4 3/4' 2ND F—�---- 8'-0' IST FLR 4' RAISED DAND(TYPJ� 0'-0' FIN. FLR - LEFT ELEVATION-G SO 1/4 • I -0' rilirw oFFROM ® VENT OFF RIDGE 6I1'-4' 2ND FLR BF3. W.T. ,9'-4 3/4' 2ND FIN. FLR ,8'-0' IST FLR BR3. HGT. ,0'-0' FIN. FLR T _ — _ _ 2ND FLR _ — I'_01 T _ _I� .-4' BRG. NGT. I� II ,r9'-4 3/4' 2ND ----------------------- -----------------�--------- FIN.Fy LR. -------------------'-------'----------'----- 8�'-0�' 18TTFLR ------ -- � BZv FKsFICs I I m II II - - - - - - - - - - - - - - - - - - - - I II A0'-O'FIN. FLR RIGHT ELEVATION-G V • V-0 mcnmo MISW JUNI 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdesigngfoup.com AA p: 0003325 '8881111 �ennx; 19LT3DIV. & LOT: ABBOTT PARK LOT #19 BLK #9 PROJECT 04181.006-19091 MODE=c 2554—E301— "DARWIN" GARAGE 8WINCI: RIGHT PAGE: LEFT & RIGHT LEVATION "G" 160 MPH E C ft ELECTRICAL LEGEND SYM. DESCRIPTION -4A• STANDARD SWITCH y}" -WAY SWITCH N~' -WAY SWITCH IM•ER SWITCH HB 64 BUTTON ISCONNECT T TAT INGLE RECEPTACLE (125v/20-AMP INGLE POLE) =0 10V DUPLEX RECEPTACLE = 0V DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT M'ERJPTERRAMPER RESISTANT TYPE) 1OV DUPLEX OUTLET (WOLF OF OUTLET (RED TO SWITCH) 40: EXTERIOR WATERPROOP/4PI RECEPTACLE (GROUND FAULT NTERJPTER) 10V QUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE CTOR) (GATED RECEPTACLE 1.0 MOUNTED L&4T ILMCr MOUNTED LIGHT ANT LICSHT OOD LW44 L SCONCE PRE -WIRE FAN WITH LAWT (I CFM PER SQ. Fr.) MQ BULB LbroW FIXTURE �C4 BULB LIGFIT FIXTURE �nmb BULB LAHT FIXTURE TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN j� CABINET Lkil4T ® k4' R UOREBCENT LIGHT (RECESSED) L� k4' FLUORESCENT LKsHT (6URPACE LArl k4' FLUORESCENT Lo4r (RECESSED) • xUGCW O CE86 LIGHT 68 L*HT (VAPOR PROOF) ILMG MOUNTED LIGHT WITH J-BOX OPT. FAN F LEGTRICAL PANEL (FIELD VERI' OCATION) VmfKIrT 1-0 -BOX (WALL MOUNTED) -BOX (CEILING MOUNTED) ILMG MOUNTED FAN t9 T FAN (l CFM PER SQ. FT.) JACK OKE DETECTOR (WALL MOUNTED) O DETECTOR (CEILNCr MOUNTED) (81 CARBON MONOXIDE DETECTOR UOPENER CK ORT LOCAT11TV TO ISE vERIF1ED • HOMEOIIA ER PRE -CONSTRUCTION MEE7NG. • ALL B 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF PBCR Tth IromoN r2020) 4 PEG 210.12 2®n • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCO:WECT TO BE LOCKOUT IN PANEL • BATHZCCH EXHAUST PAN TO HAVE MIN. CAPACITY OF SO CR'I INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MBOT3 FBCR 1th EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRNG METHOD SHALL PJE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBC.tt Tth ED • ALL�Uk7RK TO COMPLY WITH ELECTRICAL FROVI61" OF THE PSCR IT14 ED (2020) I eF•lpl3 I I BE AFI. P/'TEr RY Allll ffRQ AND 15% 0 LIGHTNG MR16T dE ENEWSY EFFICIENT TYPE PER FBL, ENERGY CONSERVATION (RESIDENTIAL. ETERSY EFFICIENCY) 2020- TUT FIRST FLOOR ELECTRICAL PLAN SCALE: V4' , 1'-0' FOR VENT OR MICRO FIED VELRj PANEL: A PANEL: 42 crt bmaker VOLTAGE: 1201240 V -1 Ph MOH: 150 Amp M.LO. FEEDER 3-#2/O Cu THWN & 1-#6 CU(G) In2" C. OR 3-#W0 AL 1'HWN S 1-#6 Cu (G) In 2' C. wke Paw ow D m War (3-* C.cur W.Iw D. 01. Pole ve k 12 1 20 Smdl lance ism 1 2 EI000 Renip 50 2 18 S 12 1 20 Mbrav /Hpod Iwo 3 4 k12 1 m Smrl Applbnce ism 5 6 4500 der HWI, 25 2 110 812 1 20 R.tl d« 1500 7 a k 12 1 20 q Re odes AFCI 1500 9 10 1200 qa aS GFI 20 1 kit 12 1 20 Bdh OFIR I_ ii 1500 wshvaeYls GFI 20 1 H2 k1{ 1 15 F 11S Fb«HallSta.s AFC( 900 13 5000 Drys 30 2 910 14 i is Cged Raan I wn. L 1 La1. AFd 800 15 k14 i 5 Nltchen slPeril !D AFa 17 1 Waster OFI 20 1 k12 014 1 15 PWDR/51 AFC Betl di T_a A7 900 19 K24 1000 Gw Dar OFI 20 1 C2 H4 1 15 Han endF r18.4 k3/M1aa Cl..tM Cl 21 1200 1E:dsbr U. R .AFCI 20 1 V2 k14 1 15 Bed k2 J L AFC( 12DO 23 900 aedkllSD'aAFa 15 1 ki4 k14 1 15 Bed k4 1 edh 10 AFCI 900 25 900 8.d kl IWLC. AFa 15 1 #14 27 29 30 51— 31 32 e 33 34 35 36 Space 37 38 ace k8 2 60 ZE.LA 01 IOKVAtBS% !W1 39 1 41 b 42 4400 N.G. 'CC.U., 40 1r- Laatl echo tlemaM hcls aabWdbnslline 20.�0 3&100 Loatl aW,M to aemantl rd«cdculd+ms llhre D rmand Factor Calcubllorlr: ABEREVLOTION 6: AFCY MC FAULT CIRCUIT INTERRUP TER NC` NONCONCDENT LOAD GFE GROUND FAULT NTERRUP TER Tdd bed ed to demand Wmse4Do ' Fkoiwmftdl... 10000 Remd wrs d 40% 17760 d NC bed 10%Gfiiule oWh 177 LOAD CALCULATION IS BASED ON A'C NOWCONCDENT LOAD red C.nnectetl L-d Wds 28536 Towl A q.(..da 1240 `A1.) 123.1 Goneral LI IISII & Rkr NcNLOad dd A:C s re Fad 2554 cord Lis8Rec3W lS .Ft. 7662 +4id• 19 at 6MAj Mat 100% 1235 e of 8897 C atts/c TotalwaWs e NLt.B Rec P-1A 1 101 8901 8897 I L I LED LIGHTING Ca? PEDESTAL SINK POWDER ROOM Yt/O 04 THW ♦ N6 CU N 2' CQCUR OR S 40N . F& CU N 2' CONDUIT OR 2/0 AL. 6ER TO TERMNATE ABOVE 6CFFIT • OVERRAN&) 150 AMP ELECTRICAL RISER NOT To wAL& COHOWTION eERVICE Rpm AMP DRCON OCT SWITCH AND 120rMO VOLT ELECTRIC PUI A. ELECMICAI. MATERIALS APO NSTALLATIi" GRALL " Hwu 9R i gmlo61� tr eL CAPPLY WITH SLECTRICAL PROV1SiON6 OP THE pom mu EDmaa r2 w), I OCAI CODES, AND ALL LOCAL POWER eorPe9ar REQUII!!8'L'NT6. r—� M ALL CONDUCTORS SHALL of TYPE TW- T UJLE66 I NOTED OT1•E WOL PROVIDE I6m AMP, OW240 VOLT, I FHAIIE SECONDARL ELECTRICAL SERVICE. PROVIDE A M COPPER (OIU N 1-1/2" DIA SCHWAILE Sm PVC CONDUIT OR PROVIDE 8 RM ALUIIN I (AU N 2" VIA SCHBDW.E Sm PVC CONDUIT U RAGS SERVICE 16 PR ADED BY THE ELECT IC COMPANY. COORDINATE WTH THE ELECTRIC COMPANY PRIOR TO DID. TELEPFI0m &&MICE CKI.E TmiNlo ON *npA)I= � Y INTERSYSTEM SIOHONG TMIMNAL AT LOW VOLTAGE CONNECTIONS 114 CU SERVICE dRMM COFlEC7ED TO CONgIRTE ENCASED POOTER 67M PER mLmCTR AL PROMS(" OP THE mom Trw EDITION (]miO). "I' CIA X S FT LOW. COPPER CLAD GROUND ROD i441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngmup.com AA #: 0003325 ,anon; BUDDN & LOT: ABBOTT PARK LOT #19 BLK #9 PROJECT 04181.006-19091 MODEL: 2554—E301— "DARWINfe GARAGE STUNG: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH W. C of DESCRIPTION DARD SWITCH -WAY SWITCH T 8UN1CH ER SWITCH HE BUTTON OD9rEGT MOBTAT 140ACLE E RECEPTACLE 1129v!!m-AMP E POLE) UPLEX RECEPTACLE UPLEX RECEPTACLE (EOLIPPED GROUND FAULT IIPTER/TAMPER RESISTANT TYPE) UPLEX OUTLET (HALF OF OUTLET TO SIIIITGH) OR W4TERPRDOfK+FI ACLE lOIS06ND FAULTJPTEw ImV CUADPLEX RECEPTACLE ® I®v DUPLEX RECEPTACLE !FLOOR � TmV RECEPTACLE l4 WIRE tow I I BDM#2 --- 1 C\ 7 / \ 1 C; E I I B P� FCC i � I + I LIVIId((i RATH112 I I PRE-�� °�°II L i CLO FAN \ / ` ---- B�. LED LIGHTING C� DBL. LAV. L A I L \ C`� ,i . 'BATH i I I I PRE-WNlED �"if II CLGPAN f_WALL t-VUNT 11 81UTCH IN �---� I ATTIC .� TO IST ! �'- I B®ROO�Yitl -----� L I i i i GC-LG � I I 1 I L I RAM#I I `-----' LED LIGHTING f ® SINGLE LAV. --------------� TH SECOND FLOOR ELECTRICAL PLAN 1/4' . P-m' ELECTRICAL LEGEND -ir qp AC. BmL#3 IA Prm DETECTOR MoURT1115 CUTLET 0 DEDICATED (RECESSED) m k4' FLUORESCENT LKaHT ( qp SCALM 0 ISLAND ( 1441 Ni RONALD REAGAN BLVD. LONGVJOOD, FL 32750 PH: 407-774-5078 FAX: 407-7744078 www.ebdealgngroup.com L AA M: 0003325 J Hamm, fB vHaiv�LOTBOTT PARK LOT #19 BLK #9 OJECT 04181.00 -19091 1[ODELt 2554—E301— "DARWiN" awRwaE aTl►IIdG: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C A ■ _ _ v 1 I I I I I I I --------------- I 7 I I I I I I II0V. 4'-3' 16'-4' '- 31' 3'-1. I 11"X • 2'-4' IS'-5' I S'-II' - OPT. — low S ---ii ---- � OO IL---J I s 2'-4' 27'-4' a I I M � I I I LAV. 0 M v 2' VTR I � I I I Av. ' D� OHM I I ' r lITB/ 1 1/2 1 2' 3' I I --------- LAI N I � ' 11/2 \�I V2' 2 I I I LAV1 �• 3' LAV. 3' 2' FIRST FLOOR PLUMBING PLAN 2' 3' 2 SECOND FLOOR PLUMBING PLAN SCALE: 1/4 • 1'-0' j KITCHEN SHIM SCALE, 1/4 • V-V 1 IR' 2 SINK W1 AUTO VENT '3• 3' y+-11/2' CO 9' 3' 2' TO MAIN PLUMBING RISER 1441 N. RONALD REAGAN BLVD.i LONGWOOD,FL32750 PH: 407-77"078 FAX: 407-7744078 www.abdosigngroup.com AA !h 0003325 � ms ABBOTT PARK LOT #19 BLK #9 PROJECT 04181.00 —19091 1[ODEIe 2554—E301— "DARWIN" OARAGE ETrWO: RIGHT PAGE: PLUMBING PLAN 180 MPH EXP. C 2X4 TOP PLATE LPG Y PRE-FAB TRLS$ in. CL 46 BOARD PARTITIONS SUPPORTING In' DRYWALL WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT BOND BEAM. LESS THAN 2x4, WHERE SOLID GROUT 2xa ulooD SPACED NOT MORE W/ (1)- 03 TE To � etude •24' THAN 16' O.G. OR NOT (2) �� W/, MASONRY O'C LESS THAN 2x6, WHERE MAIL • 32' Oa SPACED NOT MORE Max THAN 24' O.G. l—corrc. eLA6 FIN. FILM TYP. INT. WALL NON—BRG. Dl SCALE. 3/4'-1'-& FIBERGLASS 81-1INGLE6 WITH UNDERLAYMENT AS PER FBCR 90611. ROOF 6HEATHMG THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE ice''-r-' MTL. DRIP EDGE 2x FASCIA PER ELEVATION$ VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I'-m' TYP. D.H. B/S' GYPSUM Bc OR 1/2' HIGH STRENGTHF CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH BOND BEAM pj SCALE% 3/4'-1'-0' ENERGY CODE FORMS .ATION R-VALUES WENCE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRMG- STRIPS • 24' Or— S' CMU 1/2' GYP. WL. BO. WOOD BASE — 0'-m' FIN. FLR. L a ,a � 4 n W/ WINDOW OPENING n FIBERGLASS SHINGLE& WITH UNDERLAYMENT AS PER FBCR 9m9.1.L ROOF 614ATHMG THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE STRUCTURAL PRE -ENO TRUSS MTL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 11, 0'-01 FIN. FLR ROOF SHEATHING THICKNESS IS a • ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ZTH EDITION, SECTION R301.13 AND 16098.1. B 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'-1'-m' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ZTH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE it OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. ►�D � ��`i _ � � � O�•iiTiTlOii4i•Q��i4ii, auso aura I x mmum snno ,ins rei FROOYGT B GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS D1 SCALE: 11/2'■1'-0' FIBERGLASS SHINGLES 2X4 SF4 24' O.C. MAX. WITH UNDERLAYMENT WITH UNDERLA7MENT SECURE W/ (2)12d NAILS AS PER POOR 9m6.L1. AS PER FBCR WS.LL • EA END ROOF SHEATHING ROOF 6HEAT14MG 2x 15LOCKNG BETWEEN TRUSSES THICKNESS AS PER TWI004BOO AS PER PER STRUCTURAL DETAILS &FEET 814L SHEET SNI. SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS MTL DRIP EDGE PER STRUCTURAL DETAILS MTL DRIP EDGE 2x FASCIA PER MAX PRE -ENO WD. TRUSS e' 2x FASCIA PER ELEVATIONS o. ELEVATION& VENTED SOFFIT PER ELEVATION VENTED SOFFIT WALL SHEATHING CONT. 2x RAT RUN SECURED PER THICKNE66 AS PER STRUCTURAL DETAILS WALL SHEATHING SHEET SNL SECURE PER SEE ENERGY CODE FORME FOR THICOESS AS PER FASTENER BCHEDW E INSULATION R-VALUES SHEET SNL SECURE PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE S1W GYPSUM BOARD OR 1/2' ON SHEET SNL PRE -ENO GABLE To"HIGH STRENGTH CLG. BOARD PRE-EWs. GABLE TRUSS WEEP SCREED USSR SCREED 2x P.T. SECURED PER STRUCTURAL. DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTAC14,1ENT AS PER MANUFACTURES SPECIFICATIONS 1/2' THICK, 2 COAT- 1--PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-m' FIN. FLR..i 11 S' cm bt2 P.T. FURRING - STRIPS • 24' OL. I*' GYP. W.. BD. - WOOD BASE— '4, @)'-m' FIN. FLR .. ROOF SHEATHING THICKNESS IS a' ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBGR 2020 ZTH EDITION, SECTION R301.13 AND 1609.5.1. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE, METHOD TO BE USED FOR THE �_1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 ecALE. 3/4 •r-m' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.U.1 OF THE FBCR 2020 1TH EDITION 15 04 WHICH (2) TWO LAYERS OF ASTM 0220y $ TYPE 11 OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003326 BB�gll amnr: 11P XmDrv. Ss LOT: BBOTT PARK LOT #19 BLK #9 ROJECT 04181.00 -19091 MODElo 2554—E301— "DARWIN't GARAGE BIrMWG: RIGHT PAGM: DETAILS 160 MPH EV. C SCALE: 1/4-=1.-0- 1 D1 r AS PER PISCR'.1 511. ROOF SHEATHING THICKNESS AS PER SHEET am SECURED PER FASTENER SCHEDULE PRE-ENG WD. TRIM-- 24' O.C. MAX. METAL DRIP EDGE--, 2. FASCIA PERK ELEVATIONS—/ VENTED SOFFIT REFERENCE— / STRlC1URAL 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO bd FIRE -STOP SEE STRUCTURAL Dd FIRE -STOP 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY t0 MASONRY DO FIRE -STOP I,-1. OH. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POCK WSAI. ROOF SHEAT14M THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE PRE-ENG LLD.TRUBS--- aL.EVATION 24' O.C. MAX. METAL DRIP EDGE— BATT INSULATION REFER TO ENERGY CALCS FOR VALUES 2x FASCIA PER—/ S/S' GYPSUM BOARD ELEVATIONS OR In' HIGH STRENGTH CLG. BOARD VENTED) Ix2 FIRE -STOP SOFFIT R-4.1 MSUL REFERENCE STRUCTURAL Q LU a WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 3/4' T 1 G SUBFLOOR GLUED AND NAILED 1/2' THICK COAT PER NAILING SC SCHEDULE PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY LEVATR ION Dd FIRE -STOP SEE STRUCTURAL gk�!R LEVA ON P& 11 BOARD OR 1/2' HIGH STRENGTH CLG. BOARD ER reLeVATION DO FIRE -STOP R-4.1 NSUL. 1CHMENT AS ES SPECIFIC, STRUCTURAL Ix2 P.T. FURRMS STRIPS • 24' O.C. S' CM IQ' GYP. UL. BD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY DO FIRE -ATOP 9 BATT M&JLATION REFER TO ENERGY CAA -CS FOR VALUES S/S' GYP&A1 BOARD OR V!' HASH STRENGTH CL46 BOARD bQ PIRE-STOP R-4.1 INSUL. 3/4' T 4 G &A LOOR GLUED AND NAILED AS PER NAILING SCHEDULE 9PNUVATI R _TMTV ON S/S' GYPSUM BOARD OR VT HIGFI STRENGTH CLG.BOARD R-4.1 INSUL. b 2 P.T. FURRING STRIPS • 24' OG. v CM 1/2' GYP. ILL. BD. WOOD BASE a e a. a. .a .a n / WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE. 3/4'"I'-D' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX 407-7744078 www.a bdesigngroup.corn AA A:. 0003325 9�81111 amm 90HDZV. de LOTS ABBOTT PARK LOT #19 BLK. #9 PROJECT 04181.009-19091 1LODEL 2554-E301- "DARWIN" GARAGE OTTEINFO: RIGHT PAGE: DETAILS 160 MPH EXP. C SCALE: 1/4"=1'-0" SHEET D2 Im 2Xr PT. • CENTER OF DOOR HEADER SMAIED IW (V Y2' X v J-SIOLT SY 4' MN EMMMM*BNT V VX VX VVQM1 ER4NLT on UV (2) M' x S' ANOWR BOLTS UV 4' MN B'BNmI'ENT UV N X 2' X VS' WA6WWR 4 NUT E TO BLK UV ISV4'TAPCONS 1112, EMNOED, S' or, 4' END DIET. 1112, RPM DIST. IN 6 E 2Xr "RAW DOOR BUCK SECIAMP UV (0) VY X v J-BOLT OR ANCHOR BOLTS, W 4' MN EMBEDMENG W 2' x 2' X N' UTAGHM 4 NUT. (V UTWN v Co. TOP, (V wT4N S' OP ne BM ® (S) EVENLY SPACED. ALL ANCHORS &4AL.L BE IN ACCORDANCE TO MANFACnAWX S MTALLA11ON 647MICTIONS UMM SUCH MSTRUCTIONS AM MORE 6111IM2ENT GARAGE DOOR 1 BUCK ATTACHMENT S' cm 1/2' DRYWALL b,4 P.T. OR S/4'X4' MN SECURE TMIiJ FRAME 4 1764' EXTEND 1-1/4' INTO P.T. NAILER BLOCK W 9/I6' TAPCOWS DOOR CASING (MN AN SHK SIZE J46 MN HEAD SIZE 900 MN EMBEDMENT 1-V4' EN WITHIN v OF EACH D DOOR JAMB OR UINDOW 4 B• OC. MAX SPACING ATTACH TO 2X PER MANJ ACTURES DETAILS. NOTE, SHIN AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,14') DOOR JAMB TO BLOCK +8/4" OR +6/4' A 1fII4D011 TO BLOCK +3/4" OR +6/4" 2X4, BE ERCRE TO BLOM UV 2UI6' TAPCON6 (MN SHANK SIZE J46 MN NEAR am JOO MN EMBEDMENT 1 1/49 WITHIN v OF EACH END 4 Iv OG. MAX SPACHM 2Xr, IIIIIIII SECRE TO BLOCK W2) DIM' TAPCONS MN 61UNK SIC J46 MN WRAP SIZE WO MN EMBEDMENT 1 V49 w cm WITHIN VO• EACH END 4 IS' = MAX SPACING. V2' DIRTUJ4L1 2XS, ® Px4' SECURE TO BLOCK P.T. WAILER UW2) SW TAPCONJS MN SN4NK SIZE J46 DOOR CASING MN MEAD SRE J00 MN lhbRDMENT I V4') WITMM v OF EACW END 4 IS' = MAX 6P'CN' POOR JAMB OR UISD ATTACH TO 2X PER MANFACTRES DETAILS. NOTE, 6NM'1 AS !NEEDED TO PLUMB JAMB (DO NOT BXCEm V4') DOOR JAMB TO BLOCK +1 HEAD SIZE 30o MN EMBEDMENT 1 V49 WITHIN S' OF EACH END 4 W O.C. MAX 6PACNG. 2X6, SECURE TO BLOCK IW(2) 3/16' TAPO" (MN GNAW SIZE Jo MN HEAD SIIIW .90E MN EMBEDMENT 1 1/4') N V OF END S' CYII 4UT1 A�C14 MAX a V2 DRYuau 2XNk ® SECURE TO BLOCK I A4 WK2) SAW TAPCOPB P.T. NAILER MN SHANK 612E MB TK' CAN, X 4' MN MN HEAD SIZE J00 MN EMBEDMENT 1 1/49 DOOR GANG WRNIN S' OF EACH RND 4 Iv Or- MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUPW DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V47 DOOR JAMB TO BLOCK +1 16/16" ,,;;Il1►DdDOw Im BLACK +1 ib/16' 2X4, m SECURE TO BLOCK UV 3AW TAPCONS MN SWAM SIZE JO MN HEAD SIZE JN90 MN WISDOM" I V49 UTHN v OF EACH END 4 IS' OL. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, m ON OUTSIDE 4 6EOUOD 6111101.111111 TO BLOCK TNPIOU314 NON-STRUcnOSAL UW 9M' TAPC.ON MN 1-V4' MN SNAIL SIZE 146 EMBEDMENT INTO�' MN HEAD SIZE JOO MN EMBEDMENT E NT 1 V4')wrn HiN So SP ND v Cm OG WG. 14, DRYw4LL 2)M ® ❑ SECURE 1 X4' UW2 � P.T. NAILER MN SI4ANK SI20 146 pppRR AONNG MN HEAD SIZE JOO MN EMBEDMENT 1 V47 WITHIN W OF EA4CI4 END 4 IS' OJ:. MAX SPACN& DOOR JAMB OR WINDOW ATTACH TO 2X PER M ~ACTRES DETAILS. NOTE, OHM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +2 1/4" MN EMBEDMENT i VW) wn4N v OF EACH END 4 W = MAX SPACIN& 2X6, IEB SECURE TO BLOCK WK2) WW TAPCR46 (MN 614A4K 612E J46 MN HEAD SIZE 300 MN WIMEDMONT I V49 wT4N v OF EACH END S' cm 4 IS' = MAX SPACING. v2 ARYuuu 2XIII`SECm ❑ 1'X4' UW2) W TO OLO(.K UV(2) 9/Ir' TAPOONS P.T. NAILER (MN SWANK 6I2E .N46 DOOR CASING MN HEAD SIZE 300 MN E'bBOMN?NT 1 V49 W NN v OF EACH END 4 W Or- MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT E)CRED V49 DOOR JAMB TO BLACK +6" i xvnmox "17f11__BIfl(!E 4A" 2X4. BE SECURE TO BLOCK IW 3AW TAPCONS (MN !FLAK SIZE 146 MN HEAD as JOD MN EMBEDMENT 1 V49 WITHIN S' OF EACH END 4 B' O.C. MAX SPACNN& NOTE, STIMACTURAL 2X MIST BE 2X6, m ON OUTSIDE 4 ENCLOSED BOOM TO BLOCK TFR0004 NON-6TOUCTIRAL WW2) WW TAPCONS 9/I6' TAP4=N MN 1-1/4' MN SHANK SIZE AD EMBEDMENT INTO BLOCK MN HEAP SIZE JOO MN EMBEDMENT I V4') v cm wn4W S' OF EAO4 END 4 15' Or -MAX SPACNG. r- VN ORTUW.L 2XS, m I'X4' SECTOR' TO BLOCK PT. NAILER WW2) WW TAPCONS, DOOR CASING SHAH SIZE 30 MN ARAD SIZE J00ol MN EMBEDMENT 1 V49 UTHM v OP RACK END4 IS' O.C. MAX ePACNa DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, EFIM AS NEEDED TO PLUMB MANU'AG7URRS PETALS, E JAMB (00 NOT XCEED V4') 2ND 2X SECUI! TO STRUCTRAL MEMBER WK21Ed wTFIIN v aR EACJ4 ETD 1 r' t0 V OL MAX DOOR JAMB TO BLOCK +6" MN EMBEDMENT I V4•) wTNN S' OF EACH END 4 W OL. MAX SPACING. 2Xf, cm lECIRR TO BLOM W92) VW TAPCONS (MN 6 4K SIZE .46 MN HEAD OU MIS MN EMBEDMENT 1 V41) UTHN v OP EACH END 4 IS' = MAX SPACNG. 2X6 CM somWrY2) VE To BLOCK VW TAPCCN& (MN 6" K elm 30 MN HEAD 6125 300 MN EMBEDMENT I V4') WITHIN v OF EACH END 4 W. orm MAX SPACNG v cm ❑ V2• DRYWALL I'X4' P.T. NAILER W'OAD.X4'MN r- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X FOR MIANFACn*ft DETAILS, NOTE, SWIM AS NEEDED TO PLUS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +9 7/16" �IIDQD01/ TO BLOCK +S 7/16" 2" BE SECURE TO BLOCK W/ V4• TAPCANS MN SHANK SIZE 10 MIN HEAD SIZE J00 MN EIBEPM IW 1 V4') wTHN v O' EACH END 1 B' OG MAX SPACSI6. US, m SECIRt TO BLOCK WW2) V4' TAPCON6 MN HEAD SIZE J00 MN eBRDMENT 1 1/4') WITHIN S• OF EACH END 4 W = MAX SPACM 2X6, m 6ECURE TO BLOCK WW2) VW TAPCON6 MN SWANK SIZR .H6 MN HEAD SIZE JOO MN EMBEDMENT 1 V49 UnIIN S' OP EACH END 4 W. or_ MAX SPACNG. NOTE, STIUJCIURAL 2X MJVT BE ON OVTEIDE 4 SECURED TFRO" NON-STRUCTURAL 9Mr' TAPCON MN 1-114' EMBEDMENT INTO BLOCK L-I v cm ElV2' ORY UaLL MAW P.T. "Lim I' P.T. X 4' MN DOOR CAEMG NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLOCK +9 DOOR JAMB OR WINDOW ATTACH TO 2X P'E! MMUFACTRES DETAILS, 8tJImm Z LOT ABBOTT PARK LOT #19 BLK. #9 PROJECT 04181.006-19091 MODEL: 2554-E301- "DARWIN" GARAGE NlWING: RIGHT PAGE: DETAILS 160 MPH M. C PRINT 2124 DATE: 5 / / scAL.E: 1/4"=1'-0" SHEET D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) ft# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 30446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 114969 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 31495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOODCONNECTORS 2020 FBCR 12/23/2023 10531.1E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 30531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN M. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12039.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS $DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS $DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS $DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS $DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 35353.4 MI WINDOWS St DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678•RS CLOPAY SLOG. PRODUCT CO. EXi. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCE CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 8'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'•8" SWINGING EXT. DOOR w/SIOELTTE 2020 FBCR 12/31/2021 23956.5 THERMA•TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 107583 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING -RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 LAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 DAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 TAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 DAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 DAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 358.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 fl 15272.1 AISIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020(7Lh EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FIARIDABUILDING.ORG CONTROL DATE: 05/05/2021 1441 N. RONALD REAGAN Bl LONG WOOD, FL 32750 PH: 407.774807E FAX: 407-7744078 www.abdesigngroup.com L AA k: 000332E I'a Q r 0 s® al a III E 4 LJ2?)DIV.aLO'PtBBOTT PARK LOT #19 BLK#9 0 18J1" 000-19091 1WDm 2554-E301- "DARWIN" w>RAcss ewarck RIGHT PARi>Ot PRODUCT APPROVAL LISTING 160 MPH EXP. C INSTALL PMTONEW (CUM; NamL STRAM,STAPLES) AS APPROVED EUILDN6 MAP psm" ED TO 6CCLM SMALL EE LAPPED A MNM'Ml OF PIPE/ UEE TO PRAMEMS 6' • VERTICAL LAPS (ROLL ENDS) 4 W • MMMONTAL LAPS. M 6"MTMlC O U�ARA/ ALL SEAMS NEED TO EE TAPED LATH veRTIt:AL LAP to EE I' UM FORTIEER SHEATHM TAPE aws LAYER ?, FORTl9gfl! / \ 0"NS PAPER PIRF.#oIM'ED COMAS JONT / i JE S COAT CEMENTMETAL utH PLANSE OF C24TIWL JONT6 6Sr6SELF-ADFIlR61Er PIRIN 41 EE WRED TELD t0 LATM 9' ER n. FORt6MDE1R PL.A6FIMNS OVER 4k4' =MAX (VINUA I'm DO PAPER MA04M OVER APPROVEDNOT FASTEN CONTROL. JONT TO I• M LAP • MAL. LA tWALL EVEN IF 6'ND EXISTS M�DUEIN� �•�� 1441 N. RONALD R L 327 BLVD. EEYQSD EXCEPT STAPLES WED METAL LATH� fMAC� U TIWLEpp fE9P AT ti IvERTJ OD. HAX XX44L�FLON : 407-7 4- 0 760 PH:407-7748078 PLM42 NSTALLATION 4MQJSE LLRAP.Www.abdes7igng 7Com ER �, 1 IPLA6MNa TOO(IB,b cmm PMPE .a M: 0003326 FASTENERS TO EE r.'"y UPAP METAL LATHT' OL. MIAX VERfICAI.LY%'CONT.EF.AD OF6EALAWT RATFeISSEE ' &TU 0 � I TH M COAT C8'E9NT MTALL APPROVED HOUNSWAP ANt • METAL LATH MILTRATION EAIIRM OVER tft awe LAYER n. PORTM OM 61lATMN6 . Uwe LATE! 9. PORTNEER . �,a1 nine eerA•� :: ElA6TOMBlIG fGATR.K d�.E1R 6WlL/ 1� EUILDNS PAPER / —.— _ — .. _ , _ awe LAI" k C.V. PNMN (an TT ".L ORCTIOW 6T0000 MAP LATH .•,e. .•ror uIDODeMEATH6n g)rCTION SE -n0Nmr Aaft TMROUWEE. SM cta+nROL \ jotmORT w.o porci.naDame~ ...ur .11 ehel(romPIY with the epplketbn T00 At I rmo�_ PER A4v" t:1066 MACE E 2X4 MAX W T A .4 um }'LACED FLAT MAX 6' TO 6' LAP. s• AP Imta —p of ith Aor M C 1 earl naming \ 19R01•I CONiR01. JOINT LLFlN All LAP shall compiY with ASTM C tge37se, \ / CONTROL JOINT FALLS ON or ASTM 1787. l�4MTENER6 POR LATH TO ME NAILS OR— i / 6TMSJCTURAL 6nLD 2 SCALE, I va•.I'-a 67AFLN6 N COMFLIANCE IW ASTM CI0" I UM TIES TO EE (NO. Y) 6l41S' WRE / i ELOOKM SHMN MAY EE N ADDITION TO ULALL GTUD6 WW"rlD PER FLAN \ 4'x4' 6ELF-APHOW' MEMERANE L 6 FLASHN6 (COM PATELE aV MOUSE 7� *. VERTICAL LATH ww1W HOLM M MAP. AFF AP it MA MOUSE WOOD SHEATHING OL POW sawm • ® L POW M4FP • FT. A OR CMU Pt. A L aRwt • R. p i asAale • R.6 WREN LAYER al, :at�Ar.FI•.e y STUCCO WRAP (FRAME ONLY) a atRatw • Fr. a p� ♦ 10LD Fr. C rave! M. THICK, 3 COAT CEMENT PLASTER (FRAME), I/2'2 GOAT L E G E N D CEMENT PLASTER (CM)) METAL LATH (FRAME ONLY) LAP WRS 4 TAPE OVER DRAINAGE PLANE (WRB ROOF/WALL SCREED PLANO LAYER #i, STUCCO WRAP) al ReMo. OS =am rTWacaCOAT ter Y 5'X5' 'L' TYPE CONTINUOUS WRB LAYER (FORTI1=IBER — — — — — — "'" (°" COATz (NAIL TO TROOF AL DECK, NOT BUILD INCH PAPER) 00 Li°� Y) WALL SHEATHING) WRE LA. CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X 6ntw SPAPa"aE aaY) iINSTALL WITH ROOF CEMENT �° b WW F o) mum m a.:Aoa� ABB0 PARK LOT #19 BLKa.',� #9 04 181�.000-1909 NoDzu 2554—E301— "DARWIN" GARAOR 81FIK : RIGHT PAdms WALL ASSEMBLY DETAILS 160 MPH EXP. C LIP LAMS a NUUMM WRAP AOM "OF �ca� ., STUCCO :. ROOF CEMENT WOOD OR 7/l(o" ZIP WALL ••" miLLPLAMStl y ROOF PER ELEVATIONS SHEATHINC-s M.g SELF-ADHESIVE FLASHING — — — — — — el NOTE �^� R METAL LATH: LATH TO 5E PER SECTION FELT SAMR7031.1 /ASTM C-84-1-14a, MIN. 2.5 LBS. p T PER SQ. YARD (UTILITY OR NOMINAL CAE: j44/i l o" �° ORF1mxn OVe4M a', "'*•'eM LATH DOES NOT MEET SPECIFICATIONS) SMEET IMAOIA RwAF "'A PA&M �PAK `Y "L" FLASHING 5 N.T.S. WA1 INSTALL 6' SELF-AD40RW4 I'EMERANH FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES, OF NON -MOVABLE FRAME OF THE EXHAUST. SEQLZNCE OF FLASHING TO 111 x: L BOTTOM. 2. SIDES, 3. TOP VENT CAP B TO BE SET IN BED .� I'= OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL r I JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO %!L AARO lLL S DEB, Y4 CAIll.KMG * JOINT ALD I I I I PER SEER SE TION R703.7— BACKER ROD I I I edmilor YQUMm ON mawota Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. qX... r- Installation M exterior lathing and framing shall comply with ASTM C 1063-19a, UM LAYER 9, or ASTM 1787. STUCCO WRAP' HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH Illy LAYER n, FORTR9BER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) > SHEATHING LAYER 9, r0 WRAP LAYER 4, FORTIFSM Uk= — CONSTUC'TION METAL LATH S' G'AJ VINYL CASING BEAD - -b' RAISED BAND M6 6' aADE STRIP aw ADHESIVE FLASHING, CLEM MASONRY BB•ORE APPLYING 2 K ASNNG STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKZ LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — - — - — - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING **SEELFF-ADHESIVE FLASHING L]— — — — — OT , METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH -&' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP a SIDES FJB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE TWROLWALL IIJAI.L 1 V SELF ADHE8IVE— FLASHIING (INSTALL PER MANUF. SPEC8.) BUILDING PAPEI UNDER 'QUICK FLA.& ELEC. METEF VERIFY LO CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER THICK, 3 COAT CEMENT 76, TO 76' MID -WALL weep 4/_@FM FLASHING 1IWOOD FR04MED WALL %i. s•' •)NTAL WEEP SCREED (FRAME TO FRAME) A VENT PENETRATION USCALE: N.T.B. NFGCN IV RT-f..GIYG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD C4"TRI=M S' cm a.. WOOD SHEATHING WRD LAYER 9, STUCCO WRAP WRB LAYER 4, FORTPIEER BUILDING PAPER METAL LATH FASTQI To WOOD STRUCTURAL T1111i • T' OL. MAX YING V FN104 • MAaOMiT HORIZONTAL WEEP SCREED (FRAME TO BLOCKI a' WRB LAYER N, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO LAYER _ STU WRAP1`* STUCCO P I RANE FLASHING APPLY SELF -ADHERING UIOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WM LAYER, STEP #1 STEP 02 APPROVED — HOUSEWRAP UARB LAYER 44, BELOW STUCCO WRAP CUT SUCH THAT 9 APPLY 60 MIN SELF -ADHERING NO MEMBRANE _ GRADE 'D' T FEL MEMIBRANE FLASHING' EN IRS TE BOXOVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER AFMROVED HOUSEWRAP WRS LAYER 02, FORTIFIBER BUILDING PAPER STEP 03 STEP #4 APPLY E-Z BEAD OVER 60 MIN GRADE '0' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATINCs OVER STUCCO/ CV. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 45 STEF #(o t y) ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.00m AA #: 0003325 0001111 amm:, minmiv. a.LOTt ABBOTT PARK LOT #19 BLK. #9 04118[FROJI11110" 0 �2554—E301— "DARWIN" w1RAGN DIFIN it RIGHT PAO>Os WALL ASSEMBLY DETAILS 160 MPH ft C G PRINT DATE 5 24 21 SCALE: 1/4"=1'-0" SHEET WA2 WOOD SHEATH WALL 4700 FRAMW WALL WRB LAYER 1, SUB-R.00R PECK) STUCCO WRAP Ys COLUMN 6FEATHIN3 WEATHER RESISTIVE WOOD am LAYER 4, FORTIFIBER PRE -alp 7RR6 BARRIER_ 1 CONSTRUCTION BUILDING PAPER WEATHER Rm16TIVE WEATHER RESISTIVE NAT CHANNEL i' THICK 3 COAT CEMENT BARRUR 1 BARRIER 4 • TYPE X. DRYWALL PLASTER WIIAYNER F1115616MVII *'SAP. • TOP OF WEEP 6CREED BAPIMER— _ J c� TO SHEATHING BEHIND WEEP SCREED 3 �T PEEL etlpc WOOD SHEATHING 4' POSITIVE DRAM Fumim Oi'x3' 'L' FLASHING WEEP SCIFEED MAL LATH FULLYIN E CEMENTEMBEDDED 1441 N. RONALD REAGAN BLVD. WRB LAYER 1, f _ - � `` WOOD 6FEATSIMI6- METAL DRIP EDGE LOAN: 4070D746078 O STUCCO IIAIAP I X 3. 26 CsA GALV. i' THICK 3 COAT CEMENT EXTERIOR GRADE yRCAP M40cm M !! SEALANT �� x' BED OF www.abdesigngroup.com PLASTER i FAX 407-7744078 6• SELF-ADHEREING DRY WALL , s SPACE FROM DRIP AA M: 0003325 ' FLASHING WRAPPED FACE TO TRI7l WEATHER RESISTIVE • TOP OF WEEP SCREED a. F�aBRh.E �' THICK 3 COAT CID -ON, VINYL CASNG BEAD r BARRIER 1 TO SHEATNNG BELOW pip ec m '•U' WEATHER RESISTIVE ' \ WATER PROCFING Mt ,P BARRIER •2 • , UARD LAYER 1, 6„I�Co WRAP NO sap N FRLD Yd�L J �61lICi CESQ (SHOWN FOR C 660W ATION OF SEPARATE ACCE660RR8 ONLY) LAYER (2 LAYER PEEL , STICK? �. - EXTERIOR COLUMN COLUMN SHEATHING LEGEND �. . � i : � • �. ; ! �r; WRIS LAYER Q, FORTIFIBER " m 1 DUILDING PAPER PEEL • ST Jy'x3' V FLASHING DRAINAGE PLANE (WRB N'�%" .. • .i:.t. •.; ,.,', :+.4 i 6' 6ELF-ADHEREING SUB 1i00R ROGf IN M LAYER i, STUCCO WRAP) WRS LAYER 1, ' / PLASHING WRAPPED • CORNER OF CANTILEVER IN X 3' 26 GA GALV. 6Tucco WRAP ;: METAL DRIP EDGE WR5 LAYER 02 (FORTIFI5ER — - — - — • — — AK'I1C0 AMI66-aPWC_Tbm I Y", �4' POSITIVE DRAM ANTILE VER DRIP 0 ,x'�I x' P.T.R 61 MULATED SET IN R9.L. BED OF 6EALANT,IPMN. 5UILDINGx PAPER) EOM feSING BEAD EDGE � )FILLER, 6PACE FROM DRIP V GAP FOR SEALANT FACE TO TREX VINYL r Ha BEAD METAL LATH x—x—x—x NO GAP N FIELD OPr. BACIMR ROD. WATER PROOFING Nt l6NOIN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) FINISH LAYER l2 LAYER 3' X 3' 26 G4 GALY, METAL DRIP EDGE MOPPED w 3/4 PA61LIEW LAYER l2 LAYER PEEL • STICK? WRAPPED FROM STUCCO . CASING BEAD PEEL . STICK) SET IN FULL BED OF HAT CNArNEL BALcoHrr DECIG to DTL ® CANT STIU�DRIP AMw oADRIP MIN.�NYLC°6I"GBEAD �"TI�R �' THICK 3 COAT CEMENT WOOD OR 'VI6" ZIP WALL PT7%TT7Tl7TTT/I n aQ dos 10 A EDGE TO PACE TO TRP.X PLASTER SHEATHING; SCALE, I V2'"I'-V' 5/a' TYPE 'x' DRYLLWU.L METAL LATH eGAP FORBACKER FMI6H D � PAINTED I WOOD"ATHING SELF-ADHESIVE FLASHING — — — — — NOTE: I)j'XI'Yy' P.T. OR 61MIA-ATM ROD " SEALANT i' THICK 3 COAT CEMENT 4' POSITIVE DRAIN METAL LATH: LATH TO 5E PER SECTION O0NTP` vNYLCA661GBEAD PLASTER I FI6 D WATER PROOFING Mt .. WEATHER RESISTIVE VINYL CORNER BEAD (SWOW'I FOR CLARIFICATION OF R103.11 / ASTM C-841-14a, MIN, 2.5 L55. LAYER aLAYER PEEL BARRIER 1 VINYL CASNCG BEAD SEPARATE ACCESSORIES ONLY) STICK) WRAPPED FROM WEAT►BR 11E816TIVE PER SQ. YARD (UTILITY OR NOMINAL � O1TO ffR vxurAr ISAMIJ!"-2 BALCONY DRIP ; LATH DOES NOT MEET SPECIFICATIONS) 6'FEEL 46110C• DRIP EDGE TO DEGC oECKrerIBRAHrE. 11C EDGE INSTALLATION ® COLUMN EXTEND OVER DRIP an FI.0�t0 (W/"L" FLASHING)• Waco CoNSTRucTION 3' X 3' 26 GA GALV. SCALE' NTB METAL DRIP EDGE WOOD 81$ATHINCs GET IN RILL BED OF • LLEAT4:R RESISTIVE I x'XI • RT. opt6nMULA GP-ALAM, lY MIN BARRIER 1 WOOD 11RDv FILLER SPACE FROM DRIP WRB LAYER 1, PACE TO TINEX HATRESCHA TENT BARRIER RESISTIVE VINYL VINYL CASING BEm 2x PRAMINC• MEMBER STUCCO WRAP 02 it fit. AP FAR L. I ROD 4 SEALANT WATER PROOFING Mt LAYER (2 LAYER PEEL `�9 COAT CEMEM WOOD SHEATHING vINYL cASnac. BEAD FINISH LAYER l2 LAYER Pm t STm STWX) WRAPPED PROM WRIS LAYER 02, FORTIFISER THICK 3 COAT CEMENT PLASTER 3/4 P EGILRNT BALCONY DECK TO rip Been BUILDING PAPER I HAT GI•IANlL CANTILEVER COAT CIl:rmrT FASTENED TO SHEATHING i 5/6• TYPE 'x• DRYWALL METAL LATH =3 a • i or_ MAX Oqr�WRIS METAL LATH STUWRBLAYERIAP VmllT 1RED i PAINTED 0L70D BF ATFIhJG METAL LATH FINISH 3 COAT CEMENT (2) 2x12 HEADER 64' TYPE 'x' DRTWN L WAMCNIRED a PANTED WOOD SMATNNG LLEATHER RESISTIVE�� LAYER 1, THICK, 3 COAT CEMENT � WR$ LAYER 62, FTHICK PLASTER FINISH enMBR 1 STUCCO WRAP PLASTER ; WILDING PAPER i' TICK ICK 3 COAT C& ENT LLEATHER RESISTIVE DAMPER 4 a' pOSmvE DwaN WOOD �A�2,y 6'SELF-ADHERING ' METAL LATH VBJI'L CORNER BEAD 4' POSITIVE DRAM WEEP 6f9FEED�� PLASTER WEEP 6[2R8E.D METAL LATH FLASHING - THICK., 3 COAT CEMENT VINYL CASING BEAD NO GAP IN FIELD BRAD fSFK,yN FOR CLARIFICATION OF BUILDLING AYER PAPER IFKOER ' l F.W EXPFORRE:� PLASTER (SHOWN FOR CLARIFICATION OF 6EPAR4TE ACCB660RIES ONLY) ' CLARITY) DRIP EDGE 11D SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 14A ORNER BEAD ® FRAME DRIP CAP INSTALLATION WINDOW FLANGE WRB L R 1, STUCCQ, NUNQAP i WOOD CONSTRUCITON 2 1/2' Ijl�\ i WEAT BARRIER 01 RESISTIVE ER CORNER BEAD WRB LAYER a, FORTIFIBER rCABBOTT IR At Ii m PARK T #19 LK #9 04 8 .00 -19 91 1LOD�s 2554— E301— "DARWIN" dA1�ARi2E drwn4Om RIGHT PACM WALL ASSEMBLY DETAILS 160 MPH EMAK C WEATHER NG RESISTIVE (FASTENER 4 SPACI! 1' OZ.) BUILDING PAPER BARRIER > ' VNYL CASING BEAD METAL LATH ! i' THICK 3 COAT CEMENT cv i ! PLASTER THICK 3 COAT CEMENT ! ! 5/8' TYPE •X' DRYWALL METAL LATH PLASTER • i ! 0 3 W/TEx MIRED 4 PANTED FINISH WOOD SHEATHING 6'6ELF-A0HERING , THICK 3 COAT CEMENT FEADER/DEAM CMu FLASHING ; PLASTER `' 1/2' THICK, 2 COAT CEMENT ! VINYL CORNER BF_AD VINYL CORP. 4' PLASTER APPLIED DRIP CAP DIRECTLY TO MASONRY VINYL CASIIJG BEAD NO GAP IN FIRS n WINDOW FLANGE DAT�T-. 5/24/21 CLARIFICATION OF SCALE: 1/4"=1•-0" SEPARATE ACCESSORIES ONLY) 1q B CORNER BEAD ® BLOCK CASING BEAD ® WINDOW SHEET @MI EDGE INSTALLATION 1 B ( FRAME, NO BAND) WA3 WOOD SHEATHING WRB LAYER M, STUCCO WRAP 'WPM LAYER 02, FORTIFIBER BUILDING PAPER - METAL LATH I' THICK 3 COAT 7j.V-L.o PLASTER6'SELF-ADHERFLASHINGVINYL ANGLEDXPLODI CASING BEADIEWLARITY) DRIP CAP — WINDOW FLANGE WR8 LAYER M, STUCCO WRAP WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH i' THICK 3 COAT CEMENT PLASTER —}�� FLASHING WINDOW FLANGE ' CASING BEAD ® WINDOW (15CF (FRAME, W/BAND) WOOD SHEA METAL LATH WRB LAYER M, STUCCO WRAP WRB LAYER 02, FORTIFOER BUILDING PAPER Ij' THICK, 3 COAT CEMENT - PLASTER WOOD SHEATHING y4 GAP TYP i' 7HICK, 3 COAT CEMENT CASING 57 PLASTER IX TRIM MEMBER To TRIM METAL LATH • STUCCO TO SIDING TRANSITION FI_— ►M LAYER FORTIFIBER BUILDING PAPER SIDINGS WOOD SHEATHING �-unvs w' WK .1, WRB LAYER M, STUCCO WRAP STUCCO WRAP CASING BEAD b' SELF -ADHERING FLASHING OR PEEL 4 STICK SIDING TO STUCCO j8 CASING BEAD (CROSS SECTION) MOOD C:**7R=ZN REYam uttAt►eR REalstive- tuae�Is a !1(�' ?c" „LAP Soo V OW-ADWIMMn ew- FLAwm ltAlwam Moo. N r SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION R-AGHM IiR16 �l N.ASHMAO� d1ALV'D METAL z• FLAMM NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-S4144a, MIN. 25 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01, WAn'Q T#Mt�TIVE- STUCCO WRAP "'A0'�' 1 WATMM WAINOM W61brW - WRB LAYER 02, FORTIFIBERx tYAP emlNd BUILDING PAPER PLAOMM METAL LATH STARTS! 6tRIP- J' THICK, 3 COAT CEMENT - (EXPLODED VIEW FOR PLASTER CLARITY) *AL - l'iwl°M Tie Ed MEAD VINYL QN !WA(,' 1 im"LE PVC CASING BEAD ® RAISED 17 A BAND (FRAME) SCALE: 1 I/2' • I'-0' No or" OR VIE DRAINAGE PLANE (WRB LAYER M, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — - — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING -- — — — J' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME f WRB LAYER 02, FORTIFIBER BUILDING PAPER / E-Z BEAD VINYL CASING J (Wl%' FLEXIBLE PVC BACKER ROD) 2X FRAMING MEMBER SEALANT —WRI3 LAYER 01, STUCCO WRAP, WRAPPED 7Ewsiwlvp- FRAMING MEMBER b' SELFDFLASHINGWOODSEA DETAIL BELOW EXPLODED FOR CLARITY i GAP TYP J' THICK, 3 COAT CEMENT ASING BEAD PLASTER TO WINDOW r—METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING ••aeLr-ADNL%tlND tllATHlR RE6MTIV! 1 '` '': LAP TOP � I , Y6ATFER R88aSTIVE WRB LAYER 01, WlEAlfM rorIVE i STUCCO WRAP eARReR a \1 \` I� {m i (p' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE UZATHOR SAMM 01 TO nr E-Z BEAD VINYL CASING 6'MK ABOVE TOP OF ,_, PLAGN Mi 2X FRAMING (W/31s' FLEXIBLE PVC BACKER ROD) 0o�fla°9hEYbEle ` MEMBER APPLY FULL BED OF SEALANT BETWEEN \ j I FLA FLANGE 4 BUILDING WRAP ` \ ` BUILDING \ ON APMMIM Se L • WRAP Wt �slenvE—�ylJ�i.� i* IN�Eelstivs WATMOR REMlTNQ V -z(j V��V 8.4mr4 t Q T APLER oEi PNc SIDING TO STUCCOKWA71-M�MV2 ® FRAME TO FRAME BAPAM TRANSITION EZ BEAD WINDOW CASING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407.7744078 www.abdesigngroup.com AA A: 0003325 8 a a 4 sysD:v 4U Lo'lY ABBOTT PARK LOT #19 BLK. #9 p— 9091 1EDDm 2554—E301— "DARWIN" GAR"AM BVDK : RIGHT PAGM: WALL ASSEMBLY DETAILS 160 MPH EXP. C 3 HATE: 5/24/21 SCALE: 1/4"=1'-0" WA4 BE TAKEN IN KEEPING THE VENT PROPERLY C, rAND IV SHOWN IN C GALVANZED ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NAIL IN PUCE U81NG 14W NAILS AT EACH BRIER. ROOFING CEMENT SHOULD SE APPLIED TO ALL SHINGLE EDGES NEAR THE CU CUTTHE GOOSENECK VENT CPENNG IN THE NCOF OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS RECOMMENDED IN SEVETE WEATHER COASTAL SHEATHING. SIZE THE OPENINGIECtIAN CONSTRUCTONZIXES. IN TIE EVENT A MECHANDAL VENT FAN Ki AL VENT CRAM SZE USED, SIRE THE VENT OPENING IN ACCORDPHQS WITH THE VEMF/W MANUfAC'IURES RRNO WNJECTON INSTRUCTIONS. DO NOTCUT INTO TRUSSES OR RPFIERS WHEN CUTTING THE - OPENING IN THE ROOF. R�EMOVEINTERFERINGSNNGLENAILSAROLIN)THE PERIMETEROF LAYSFLAT OF TI1E VENT lgY3 MT TO ME ROOF SHEATHING. SHOE TO SO TEAT THE THING. SLIM I THE TOP AND SIDE FLANGES aF THE VENT LP AND UNDER ..-LE ALLOW TEVENT FIANCES TO UY pI I TOPOF TIE 1HE SHINGLES.LES. •�o ROOF HOOD WAY. 7r- VENT DETAIL vaumm"AIII, (OR CUT NOUSN.I��P��1 \\IUM 1 AT ID• ATML! 1 1 IU MEAD M ALM R.AM" UY TIT. EDGE OF tImMie aLL RO. LOrman I ' INOLAT JAHM / ".L FLOM PAMW \�'i%w u ovma "HOIIal.FU—= over a MUL ovee Wb am YM-L GLOP! SILL RD. TO aMTALL Om TNRA&M Aa hR.AaNIN Ar tl! exmD PLA814M MN r LaaLL a��R-Aewm DO HOT am go'. PIN STEP 6 STEP 7 PLUMBING VENT DETAILS DO" MASHM vm DRIP CAP EOM•WMP DOW) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 9 SON OR HEAVIER FELT UNMR AYMENT 1 ASPHALT ROww CEMENT 3' OF CENTERLINE IN END OF sHINGUE SHINGLE %TEND ENDSNNGLE AT LEAST 1Y BELONG VALLEY CENTERLINE -CLIPPEDOFF _�DEOREES w ' LSNNALES TRAMIEDYMCK � fNOM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE, NTS APPLY ON IOU (O ma— L)a:ALANT. RAWNS &I41114KALL (LA NW EOUALA a oPE ".L TO EN L IT M THE 00WACTOM 0112IN-01 1MI LTY TO ~1 THE CLTIPATIOILITY OP ALL PRODUCT! NMIXINM HOUSEW,RAP. GRALNR! • G&F-ACOURNS K A*A KATIPS" UISM MM4 CGFMTRUCTIOM N6TALL ALL P1A11MALS PER MANIVACa NIUM Ummm aPECPICATIOIJa COITAatALA" MAY RiAtCT ACIVRIMMY P NOT G.EAN AND SEAL. JAMB TO SILL JONT6 WITH 15MnaI FOLLOIWNG C:OI•IKVICN OF EXTERKTR RETROPIT WORK SAM SC4 EME SHOWN SHALL EWE Pff-LE11MM AT ALL WNDOWS Wr N EVIDENCE OP WATER NTRWON BELOW THE WNDOW OPENING SEAL NTERIOR PERIMETER OP WNDOW WITH t IT M IM COMAGtOM RESPONWILTr TO VMPY THE C"ATISLITY OP ALL Pr4CXA A 6CLIDN6 SMALANTS I aEJE ADFNRlM "HN6 MATEI " LOW DUPING COAMTTSj=m I M-*A490 AT EMERIOR WMI" AND DOOR OP@@MS NWL EE N/T41=0 N ACCORDAMM U1W M44lAC11AR'1 ►MTALLATION aMTRUCTIQM AND MPWVED MEMOD U OF MC WMW4 U N ACCORDANCE WIN I4JiST.1M MA10PACaWE" NWALLATION AND PLAbIM RMMUCTIM& Wmwa wALANna MAr REACT ADVBMEI.r P NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) OCALK. Hro 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abdesigngroup.com AA 8: 0003325 Yi Q �say9 O � L as =JoyT PARK #19 �#9 aw 0-19091 E301— KIN" .watts: RIGHT 3PAaZb WALL ASSEMBLY DETAILS 160 MPH Aj 3 scAxx: 1/4"=1'-0" SHEET WA5 t 2x6 SUB-BANb W/I'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK MEAL PABCIA WRAP DRIP EDGE I� 1/8' TEXTURED I FINISH • WOOD I �� 2X6 8UD 6AAI�D 1/2' TEXTURED FINISH • CMU ! METAL CIA WRAP YYs' FROM ©FLAN B STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \\� NOTE: NOTCH FOR 2X6 �\ SUB BAND ONLY ®ELEVATION 1/8' TE KTURM FM1OW • WOOD, VY TExTURED PMISH • cm METAL LATH WOOD SHEATHING OR cm UFO LAYER 01, STUCCO WRAP (FRAME ONLY) UM LAYER V1, FORTIFIBER 1BUILONG PAPER (FRAME ONLY) ROM4 CEMENT ROOF KICK OUT REMOVED fFOR CLARITY ROOFDECK (BEYOND) DRIP EDGE, I' OFF WALL NOT INTO STUCCO) 1'1/8' TEXTURED FINISH • / WOOD, 1/2' TEXTURED FINISH • CMU 2x6 SUB -SAND W/I'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' I_OFF WOOD WALL ®PLAN A EDGE . KICK OUT 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 '` i x x x x x x x x x x x x x I' FRAME OR CMU x x x x x x x x x x x % FELT PAPER x x x x x x x x x x ` x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE x x x OINT P ONLY • FOR WALL OFF x x x SET OF COMPONENTS) SUB BAND DETAIL ® WALL x x x x x x x x x x x x x x x x x x x x x PRE-ENG'D TRUSS TO BE CUT • x x x x x x x x x x x x WALL LINE TO AVOID CONTACT x x x x x x x x x x x W/T'EXTURED FINISH x x x x x x x x x x 2'x4'x4'-O' x x x x x x x x x x SCABBED TO TRUSS x x x x x x x x W/12d NAILS fo'-S' x x x x x O.C. MAX. x x 2x SUB -BAND W/11 'x4' NOTCH • END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL W/KICK— OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -SAND W/%'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK sROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/11¢'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BWD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA M: 0003325 � a ems .ViD" S. LO'h ABBOTT PARK LOT #19 BLK. #9 PIlOgmO 04181.00 -19091 1EODDts 2554-E301- "DARWIN" aAieAan swam: RIGHT PAGM: WALL ASSEMBLY DETAILS 160 MPH EXP 4'-4" 101-8" 4'-W 1015" TE-1 4" CONC. o a SLAB o FM-16x18 — 3'-6" 1 V-T EXTEND SLAB 1 1/2' bo Ido I TOP OF " SLAB I� I az I FM-16x18 i1i < v i i 0'•0" FIN. ELEV. xl w U to 1 I 4" PVC FIN. CONC. SLAB fD I� CHASE LL °0 {i Ix III I N i lay 2,_6„ 27,_2„ UP TO 2NO FLOOR i� (FIELD VERIFY I i EXACT LOCATION) 8 I 11 I CWC-t2x12 1 �? — zo a 5o 51/2F ? v aao 3.0" 0 Ail FMC-16x18 . ILLN I F1-24X24 • I4 I I #3 BARS 7'-0" LONG W/ 10" HOOK "H 8 O ({1 O.C. —1A 2 1A r I IW LL) Ig XTENDI I 11 la WI a FM- SLAB I�al 11/2" L 16x18 t 1 x 4 4 3'-5" L_ FM-16xt8 — — — 1' " FM• 4" CONC. to 12x18 1 SLAB 3 1/2" in N F 2x18 N 1FM- 16'-0" 20'-8" 2,_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 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-U-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. 11.1311INDICATES #5 BAR, ®INDICATES #6 BAR,ENDICATES #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 SO - HOOK BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36% AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF, TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021=-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Pm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0' O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. I REMARKS 6x6 W1.4W 1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12XIS 17, CONTINUOUS 18" (2)#5's Ho, -a, FM-16X13 IV, CONTINUOUS 18" FMC-16x18 16" CONTINUOUS 181, (2) #5's VARIES 8" SEE PLAN 8" (1)#FS IN 1T CONTINUOUS 17' (2)#5's 24" 1 24" 17, (2)#5's (2)#5's (•)0'�"BELOW ki N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup•com AA #: 0003325 Pi Q 6 'evHDiv ec LOT:' ABBOTT PARK LOT #19 BLK. #9 2554-E301- "DARWIN" RIGHT PAGE: FOUNDATION PLAN Im PRINT 24 5 21 DATE- / / SCALE: 1/4"=1'-0" SHEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING Z ^ •• � STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED • y ' '••° ' �_, CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS S p; O CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS !�: �'`-''r" . GARAGE DOOR RECESS W m V N LL! ��. •' �Fp4 g J= 00. Q � . CORNER BARS, SAME SIZE AS LARGER BAR I uNJ = 8+ a. 2 0) 6"CMU WALL O u) 6" CMU WALL �. V , IN FOUNDATION WITH 30" LEG EACH N U O Z WAY AT ALL CHANGES IN DIRECTIONS rn ro io 0 '-0" I ... SO THAT THE STEEL REINF, IS CONTINUOUS TOP OF SLAB ~ ^ 70P OF SLAB • �I, - MATCH AMOUNT OF CONTINUOUS BARS • I� CURB FOR MASONRY i • i - VA IES ... a. CONTINUOUS STEEL MONOLITHIC UNITSI•�.� ET Z`0+ SEE SLAB SCHEDULE 4 BAR SIZE 46 BAR DIA EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION #3 16, ^� : .•-' _ - EXT. PORCH SLAB SEE SLAB SCHEDULE 70P OF GARAGE 4" CHAMFER (I -STORY) . •' FOOTING REINFORCEMENT SEE SCHEDULE < AT ELEV: ATELE 01 a1 T CHAMFER (2-STORY) JOINT (WHERE �� #4 24•� W/ ,/2" ISOLATION 6' CHAMFER (2-STORY) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING APPLICABLE) Z SEE SCHEDULE 30 JOINT (WHERE. EE SCHEDULE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST i FOR BAR SIZE APPLICABLE) Z ° FOR WxD, BAR SIZE NUMBER OF BARS (to. 2 TO 3, PROVIDE 2 BARS), UNO as 36, BAR AND BAR QUANTITY AND BAR QUANTITY #T 42„ MONOLITHIC FOUNDATION RECESS AROUND GARAGE EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING CORNER BARS DETAIL 4 DOOR OPENING 1 2 SCALE: 3/4'vT-0" SCALE:34" 1'-0 @ GARAGE SCALE:3/4"=1'-0 SCALE: 3/4"=1'-0 ? (1) #5 REBAR VERTICALLY W/ CONC. U POURED CELL LAP TOP PLATE A MIN. OF 49' Q B"CMUON K N NAIILLS, 2I ROWS, 4" O CMBTM. VERIFY HEIGHT Q 4. 04 REBAR Q24" O.C. CENTER OF LAP TO OCCUR OVER STUD OF WALL W/ PLAN WI SUB W Wp 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING U, g y I WALLW/SYP 5' O OU ( 2" CAPPED GALVANIZED PIPE 0) NEW REINF. BAR O a SECURED W/ 2- PART No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE SECURE ST. PLATE TO SLAB W/ g 1/2N9" WEDGE ANCHOR Wl2" W/FLANGE BASE y EPDXY. MIN, EMBED TO PT. PROVIDE DEL. TOP WASHER SET IN HIGH STRENGTH UNO — p FOLLOW ALL MANE. PLATE PLATE EPDXY 5-1IY' EMBED. MIN. 0 16" OC •, 4• • 4 w SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX. iv . " CONC., REINF. W/ W ¢ USE AND r m I BTM AND TOP PLATE ANCHORS W/ 10C x 1 12" M F t 6'k6" #10 WWM ON `I SECURE FLANGE TO PREPARATION OF U` HOLE. COMMON NAILS FILL ALL S MIL POLY ETHYLENE SLAB W/ 1/4 X 2,/4 W HOLES, DO NOT USE 10d W C7 W VAPOR BARRIER ON -0" I TAPCONS) -� x 3' SEE 111 CHEDULE W WELL -COMPACTED _ } • I CLEAN FILL TERMITE p� Ix Q 111 TREATMENT SHALL BE TOP OF SLAB BORA-CARE Q• • 1 ' ..... 4" CHAMFER (,STORY) • ; : (2) CONT. #4 REBAR 6" CHAMFER (2-STORY) .4 _ ! (2) #5 REBAR ON CHAIRS .. ... ' .• IT , Z � � PSF VIRGIN SOIL OR 95% EQ. EQ. SEE SCHEDULE ITMIN. DEPTH INTO Ill COMPACTED COMPACTED SOIL �� FOR WxD, BAR SIZE VIRGIN OR ENGINEERED SOIL � BOLLARD ADDING BAR TO AND BAR QUANTITY SLAB HEIGHT LESS THAN 3'S" U PER PLAN 5 SCALE: 3/4'=1'-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP 6 SCALE 3,4'=,'�' (W/UPLIFT) FOOTING W/ BLOCK WALL SCALE:34' t'-0 'A' LAP TOP PLATE A MIN. OF 49'----_�,� AND NAIL W/ COMMON VERIFY HEIGHT NAILS, 2-ROWS,4" O/C BTM. LAP TOP PLATE A MIN. OF 46" --"�---� LAP TO OCCUR OVER STUD OF WALL W/PLAN AND NAIL W/ COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED 2x4 OR 26 WOOD BEARING PROVIDE BLOCKING LAP TO OCCUR OVER STUD OF WALL W/PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS WALL WI SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE BTM. PLATE TO BE PT. PROVIDE DEL. TOP PLATE SECURE BIT. PLATE TO PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO Q ^ a SLAB W/10d MASONRY BTM. PLATE TO BE PT. PROVIDE DEL. TOP PLATE SLAB WHOd MASONRY NAIL O NAIL 16" O/C STAGGERED4/. 16' OC STAGGERED. ADDITIONAL METAL ADDITIONAL METAL m U CONNECTORS NOT CONNECTORS NOT a m REQUIRED WHEN NO REQUIRED WHEN NO M CO1. dJ UPLIFT IS PRESENT. UPLIFT IS PRESENT. 00 8"CMU WALL W POURED LINTEL CONT. (NP.) SLAB SCHEDULE M +-0'-0" 8'CMU FILLED CELL (7YPJ -(•' TOP OF SLAB / —'•� [SEE Q SEE SLAB SCHEDULE WALL FRAMING TOPOF SLAB '+- 0' •• SEE SLAB SCHEDULE /2 12" DIA SIMPSON ST62 BOLTS 5'70P WGROUTED OF SLAB'°• ZMINIMUM EMBEDMENT INTO "ISOLATED"COLUMN PAD CELL, 4" FROM ENDS AND • ••(•y CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX 4~#! —Its°*�' PO URED WITH °• s _ T�'r _�? FOUNDATIONMONOLITHICALLYSLAB LAB SEE SCHEDULE i ° SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE /FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL 8 ff INTERIOR FOUNDATION WOOD WALL 6QALE:3/4",'-0 (NO UPLIFT) COMBINED EXTERIOR MONO- FOOTING AND COL. PAD 1U INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE:3/4"=,'1Y' (NO UPLIFT) SCALE: 3/4"=T- 11 SCALE: 3/4'=1'-0" .00 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407.774-8078 FAX 407.7744078 www.abdosigngroup.com L AA #: 0003325 Pi Q qms SLTHDIV• d4 LOT: ABBOTT PARK LOT #19 BLK. #9 PROJECT 04181.00 -1 091 MODEL: 2554-E301- "DARWIN" GARAGE BWDWG: RIGHT PAGE: DETAILS 1 H C PRINT .)ATE: 52421 / / SCALE: 1/4"=1'-0" SHEET S1.1A STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 3 SPACING REQUIREMENTS MIN. 10" T EAD W/ 1" NOSE " o 8"CMU WALL PAVERS N4 REBAR (TYP.) w w 70P OF 8LA8 --.— TOP— OFF ,/ N ( SEE SLAB SCHEDULE O Z 1/Y' RADIUS OR + CHAMFER IL Z .._ .'• ° a•L_ w0 w F SEE SCHEDULE FOR BAR BAR SIZE AND BAR QUANTITY w i 3 w j O a•' '� �;. ; ' •� °0 O EQ. EQ. SEE SCHEDULE —lk FOR WxD, BAR SIZE AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL 1 n G q `� AT ALL PAVER AREAS SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0 SCALE: 3/4'=T-0" LAP TOP PLATE A MIN. OF 48'-----_� AND NAIL W/ 16d COMMON VERIFY NAILS, 2-ROWS, 4" O/C BTM. HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN Z 2x4 OR 2(6 WOOD BEARING PROVIDE BLOCKING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND WALL W/ SVP No 2 STUDS SEE 0}- SPACING REQUIREMENTS PLANS FOR SPACING. SINGLE SECURE PLATE TO SLAB W/ C BTM. PLATE TO BE PT. BT. WEDGE ANCHOR W/ 2' K STEEL REINFORCING IN GROUTED PROVIDE DBL. TOP PLATE 122 61' Ip U CELL SEE PLAN FOR SIZE AND WASHER SET IN HIGH STRENGTH Z SPACING REQUIREMENTS EPDXY 5-1/P' EMBED. MIN. ® 16' SIMPSON SPH4 OR SPH6 OC MAX. Z 8" CMU WALL d " BTM AND TOP PLATE O g B"CMU WALL ANCHORS W/ 10d x 1 Jr �- " 10 w COMMON NAILS FILL ALL r~ TOP OF SLAB 4' TOP OF SLAB m O HOLES, DO NOT USE tOd x 3" SEE SLAB SCHEDULE f../ ► •�.. Z • -. .4• y SEE SLAB SCHEDULE .' SEE SLAB SCHEDULE BAR SIZE 48 SAR DIA w > °�•� ;.•6. O - EXT. PORCH SLAB 4" CHAMFER (15TORY) 1B„ O : 4 ° 0-0' TOP OF SLAB .'°• W/ 1/2" ISOLATION 6' CHAMFER (2STORY) t. . TOP OF SLAB JOINT (WHERE 04 21V •. °� • y APPLICABLE) Z MATCH STEEL REINFORCEMENT„ #5 3U' °� 8. 6' PVC CHASE PER SCHEDULE THRU FOOTING 07 42 B" PVC CHASE THRU FOOTING E E SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE MATCH STEEL AND BAR QUANTITY AND BAR QUANTITY SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE INTERIOR FOUNDATION CMU WALL INTERIOR FOUNDATION WOOD WALL THRU FOOTING 4 SCALE: 3/4" 1'4' J SCALE: 3/4"=1'-0' �� UPLIFT) G V SCALE:34"=1'-0' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.a bdesigngrou p.com AA k: 0003326 orXi musarv. as L074 ABBOTT PARK LOT #19 BLK #9 PROJRCT 04181.006-19091 MODRU 2554- E301- "DARWIN" GARAGM 9WII96: RIGHT PAGR: DETAILS 160 MPH EXP TIE VERTICAL REBAR TO HORIZONTAL REBAR "" HOOK GROUTED BOND BEAM VARIES PER ELEV. Z e c , i •Q. a 0 •4. CLEAN OUT REQUIRED K FOR INSPECTION � r l 1 . '� '• ;•a TIET/ERTICALREBAR 2 '. S • TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BARD[ Z #3 18" g #4 24" HORIZONTAUVERTICAL 0REINFORCING SCALE: 3/4"=1'-0•' �W > ::i a NEW REINF. BAR SECURED W/ 2- PART a a I EPDXY. MIN. EMBED 6", UNO _ FOLLOW ALL MANF. < W I SPECIFICATIONSFOR _ USE AND 1- PREPARATION OF HOLE. 4 �e .4, , a STEEL REINF. OF BONG BEAM ADDING BAR TO 4 BOND BEAM SCALE: 314"=T--0' TIE VERTICAL REBAR TO HORIZATIONAL REBAR WI I" HOOK GROUTED BOND BEAM VARIES PER ELEV, Al 0. . O e v O OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. METHOD #4 24•• HORIZONTAL/VERTICAL #5 30" 00 REINFORCING 4; 36" SCALE: 3l4"=1 #5 BARS a 8" aQ CMU UNIT DIMENSIONS Q � ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE: 3l4"=1'-0" SVHDIV dt LOT: ABBOTT PARK LOT #19 BLK #9 PROJEC 0418.007-19091 MODMI4 2554-E301- "DARWIN" GARAGE ®wrid6: RIGHT PAGE: DETAILS 160 MPH C m PRINT 5 24 21 DATE: / SCALE: 1/4"=1'-0" SHEET S1.2A NOTES TO THE INSPECTOR/CONTRACTOR #5 CORNER BAR WI 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ la' HOOK 30" TYPICAL 05 BAR IN BOND BEAM CORNER &REEtILNFORCING OF BOND BEAM SCALE: 3/4"=1'4' OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BONOBEAM —#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. 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. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. i I�-tl"NOMINAL F=FILLED Wl GROUT U =UNFILLED # OF #5'S, IN 2ND BOND BEAM COURSE �� p �6-1T/11 p- �F NOMINAL Q� HEIGHT # OF #5'S, /c B TOP IT IS THIS ENGINEER'S INTENT BOND SEAM COURSE THAT XFXX-tT/1 MKIS INDICATES A DOUBLE BOND BEAM #OF #5'S, BOTTOM AND XFXX-1T/0M/DB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - 1T/iMM INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST ••314T WINDOW 4' N SILL Z SLOPE M BOND BEAM 1#5 TYP. 8'X16' BOND BEAM 1#5 8 8xl6 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE Bx8 BOND BEAM T PF W/ (1) #5 BAR BOND BEAM I. GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL } SEE NOTE 5 8z8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR =WIDTH OF MASONRY OPENING-Z' BEAM DESIGNATION OR Bx8 PRECAST CONCRETE LINTEL, LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS mo . TYPICAL MASONRY WINDOW ,4� SILL CONSTRUCTION SCALE: 1 12"=1'-0" BAR, 3OX30 TURNED , / I OR TURNED DOWN INTO ,FILLED CELL BONDL BEAMF. OF .E REINF. SARIS), ;ROUTS BENEATH SINGLE LINTEL, MULTIPLE OPENINGS � SCALE: 3/4"=1'1Y' PROVIDE #6 BAR STEEL REINF. OF AT EACH SIDE OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"-T-9' PRECAST HEADER(MIN) — 2x4 (MIN 2 X 3)1,3/16 — TAPCON OR DRIVE PIN (MIN SHANK SIZE.146 MIN HEAD SIZE .300 MIN EMBEDMENT 1 lArl 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 6' FROM EACH END AND 18' O.C. MAX. MIN 1-114' EMBEDMENT 2x8 (MIN 2X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE .145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 16' O.C. MAX. MIN 1-1/4" EMBEDMENT 2X4 SOLID BLOCKING — SECURE TO SHEATHING W/ MIN. 2-12d PER BLK. EA. END OSB SHEATHING 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=T-0" YYOOD�IION RMIBBI�ApID d, =2" MIN, 2 }' MAX %= 2 t' MIN, S" MAX J"MIN, 2 J"MAX de -?'MIN, 2 j" MAX 4 = 2 t MIN, S" MAX mad4=1 J"MIN, 2}'MAX ea = t' MIN, 2 �' MAX d. =2" MIN, 2 J' MAX c.=2 t'MIN, B"MAX W2d 4 =1 f' MIN, 2+f' MAX ea=t" 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 j" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d6 = END DISTANCE a = SPACING BETWEEN ADJACENT FASTENERS INA ROW 4 = SPACING BETWEEN ROWS OF FASTENERS e = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT U SCALE'. N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-TT44078 j www.abdealgngroup.com l AA #: 0003325 F �s � tr 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003326 J Q C 0 � a a� ABBOTT PARK LOT #19 BLK #9 2554-E301- "DARWIN" GARAGE BWMG: RIGHT SAFE LOAD TABLES nw rE: 5/24/21 SCALE: 1/4"=1'-0" SHEET IS2.2AI FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 12" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1 DA OR LOT2 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. B. LINTELS SHALL HAVE 4" NOMINAL BEARING (N). 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 P8S38, .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 0'-(r, FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED Wl A 2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK am 3 RASE PLATE OR REMARK DESIMPTION WNFOF INT 4x4 (3 12"x3 UT) HTT4 W/ SN' DIA. x S" EXP. E) SYPT, WOOD POST BOLT QP. 48 (3 12"x7 1/4") HTT4 W/ 5/8" DIA. x 5" EXP. s 0 SYP, PT, WOOD POST BOLT r--------� FIRE I R-11"T2L I 3/4" SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. STOP FUR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS •' I 3/4" PLYWOOD DRAFT STOP ' PRE-ENG. FLR. JOISTS TI it 1 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFTSTOP PLAN VIEW DRAFT STOP DETAILS SIMPSON HU26 TRUSS TO LEDGER (TYP.) 2X6 LEDGER W/ 1/2" DIAMETER ANCHOR BOLTS �2 ---a 8" O.C. n u n u n n n u 1 SIMPSON MIU2.56/18 u n I II N N it II N II N N N II N ,N __ Ii N 11 II II 11 II II 11 u 11 II I 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32T60 PH: 407-714.6078 FAX: 407-774.4078 www.abdesigngroup.com AA fF. 0003325 Q DaA � R N it N it N II N II II it II 4 .� J5 J3 ,N N N N II II N II N N II II N N � BM TO LEDGER 11 11 11 11 11 II 11 11 II 11 II u n N DBZ STUD.I N N N II II W/ SIMPSON HUC48 1 IN N II N N 11 11 II II 11 2X4 WOOD BEARING WALL W/ 1 1 4 n SYP NO. 2 STUDS Q 16" O.C. a SVBDIV—� 3 ABBOTT PARK �I LOTTO #19 FRAA EOUT FOR OPOF __ __ / ROVIDEDRAFTSTOPPING O ____ALONG THIS TRUSSASTO ___ �_ � -- BLit. #9 STAIRS 1\ \ / LIMITAREATO 1000S.F. PER FBCR 302.112 n — — - ------___ = PROJW 04181.006-19091 9; a 9B MoDEIs m = _ ____________ _= 2554—E301- 2X4 WOOD BEARING WALL W/ ..- f1 DARWIN" SYP N0�2STUDS 016' C�_—_-- GARAGE SVrMG- —( BMW/ SIMPSONH / \ aka �9 RIGHT BM3� DBL STUD 0 it ENO OF BM3 1 � 3 PAGM 9A =a DBL STUDS a=a=a=a:a=aaa==a as=a 4 PRE -FABRICATED FLOOR s JOISTS 0 24" D.D. FLOOR FRAMING iV 3 =s z �z=az�za�zs>ma aa� LAN 1 1 9A a�z z ez 9A z3 z�zsa�a sa:a le C �7 I BA i — N s>a>esaaras=s�a�— � �SxY' MTS12 TRUSS — TO LEDGER I N - - - - - - - - - - - -------- 3 2 1 W M1 N i . 0 FLOOR FRAMING PLAN SCALE: 1/4" - 1'A" SCALE: 1/4"=1'-0" SHEET s3 A{l) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }' NAILS TO TRUSS B{2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) 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/ (3)16d GALV. COMMON NAILS. 1X2 SECURED W/ 10d GALV. COMMON NAILS 12' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#2 Tx 4", 6 % $' x 4'-V' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0124" 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 12 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LEIS (2 PLY) S 1B 1C TYPICAL TRUSS( SCALE: 3l4" 1'-0 GIRDER CONNECTOR(S) ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 -� TRUSS ANCHOR WITH (9) 1Od x 13" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR W, 2x WOOD FASCIA - SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12"O/C 11T -- BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFAA/ALIJFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22'xC 6", 8" x 4'-U'MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3- O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. -A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) BOB *' x 2 }'TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }' x 5' TITEN HD TO CMU AND (18) BOB }' x W TO GIRDER C42) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) J' x 5"TITEN HD TO CMU AND (18) BOB +' x 3' SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, $' 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 2A 26 2C GIRDER CONNECTOR(S) SCALE: 3/4"=T-17' # 1100 UPLIFT SIMPSON HTSM20 W/1010d TO TRUSS AND (4)1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL 1111900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 21/4' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENGTRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2' COVER & Z' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=l'- (2) 2X4 ND.2 SYP OIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOR GLUED AND BRACE W/ (3)12d @ EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT BNEm\00( COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING I=INI; T '�� 0'-0" TO 30'-U' (1)"X" BRACE SEAMS) LSTA1220 GAUGE 4110 3/4"WOODPANELS 30--1"TO 60'-0(3)"X"BRACE SECURE 218 PT. PLATE W/ 10tlx1/2 HDG COMMON NAILS. 8000 (2)1/2" WOOD PANELS 6'-0" MAX (W/1X4 a EACH END TOTAL OF 10 ) 1) 'X" BRACE DI CENTER TO BLK WI L W/ SO (2) 12" WOOD PANELS OR 10'-0" MAX (W/2X4) FROM BRACE DIVIDED EQUALLY ANCHOR BOLT Wl IG FROM CENTER TO END. WASHER SET IN HIGH 90 2x LUMBER 2x WOOD FASCIA, STRENGTH . PDXYAT 32 6" lx4 DIAGONAL SEE ARCHITECTURAL M, EMBED. AT 32" OC LVUIJOIST WITH BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG (JOIST BACKER BLOCK Y, PLAN FOR LOCATION O.C. MAX PLATEBRACING, SEE P.T. W/ 12tl'3 $' 518" GYPSUM BOARD OR 1/2' HIGH o IXI a MAY NOT BE STIFFBACK (AS PER STRENGTH CLG. BOARD i:l H 0. REQUIRED TRUSS ENG) � CONT. 2x4 SECURED W/ SECURE (JOIST TO TOP PLATE T 1 E I S EACH TRUSS TO BE INSTALLED � W/ (2) 12d TOENAILSF P BTM. CHORD OF 10'-0" O.C. MAX. IT _ Tr Tr W000 ROOF TRUSSES DOUBLE TOP PLATE �-- 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. 8i1� 71 PROVIDE DBL. TOP PLATE 4500 3/4" WOOD PANELS PROVIDE BLOCKING 6000 (2) 12" WOOD PANELS 1/2" GYP. WL. BD. so (2) IQ" WOOD PANELS 90 2x LUMBER SEE SHEET FOR NAIL SIZE ANDD PA PATTERN a ..y I -JOIST CONNECTION @ L.B.W. 4 SCALE: 314"=l'-a' (NO UPLIFT) OTCH DEPTH 1/4'D GE >5/$' METERL. STUD OUTER 1/3 OF SPAN ONLY OLE EDGE >516' q HOLE DIAMETER PLATE<",.D DBL. STUD STUD NOTCHING AND BORING LIMITS HTT4 W/ 5/8" A.B. WITH MIN, T' EMBEDMENT TO SLAB & (18)16d x 2-1/2' NAILS TO POST., POST TO SIT DIRECTLY ON SLAB —� b LVUWOOD all III I I III I III I III I tl I I I I DIE V C A B & BB A - SIMPSON IUS1.81/16 G < 1400 LBS, U <70 LBS W/ (2) 3141 WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d 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 < 2900 LBS, U <210 LBS W/ (4) 3141 WEDGE-BOLT/JAOLT, 5' MIN. EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2' GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 31WI WEDGE-BOLT/JAOLT, 5" MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U <210 LBS W/ (8) 3/4'° WEDGE-BOLT/J-BOLT, 5' MIN. EMBED 15d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 31,V=V-0" 1x4 BTM. CHORD BRACING 6'-0" O/C —� `END WALL OR OTHER MAX., OR 20 BTM. CHORD BRACING END TYPE CONDITION, IF -0 101-9'O/C MAXSECURED W/(2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE 3/4"=l'-0" 24" 24" MAX. W I.IOIST S8' END 8" MAX. PACING END w/I-JOIST HN. rvP nP P ACIN EE FRAMING PLAN ENOOF MAX MAX MAX LEDGER ED, ixP. (2) 2X8 SYP P.T. W FROM (2) 2X12 SYP P,T. 314" EXP R" E BOLT/J-BOLT W/2" TOBE 1.1 —1 EDGE LEDGERBOARDTO SOLT/J-SOLTW/2' WASHER 851? TO BE USED i.EN3URETHAT EXP. BE USED Wm11J013T WASHER 451? MIN. EMBED. (TYP) WITH WOIST BOLTS/J-BOLTS ARE PLACED MIN.EMBED.(Tl'P) INTO GROUTED CELLS, WALL AROUND BOLT. FRONT 2. SPLICE OF FRONT AND REAR LEDGER LEDGER SHOULD LAP AMIN OF `I Z 3, AL 2: PT 3. ALL BOLTS TO NAVE WASHERS °J g 4. EXP. BOLTS/J-BOLTS SHOULD SYP 2X12 NOT BE ANY CLOSER THAN W S z 01C. 2 5.ONLYLEDGERINDIRECT (2) 2X8CONTACT (REM LEDGER) WITH REAR BY PTACMU REQUIRED TO SE P.T. lEOCER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE MWAG 9 CHRIlAWAM A DOUBLE SYP 2x8 1/2" 8" MAX. 24" O/C MAX. B DOUBLE SYP 202 (2) 3/4' $' MAX. 24" O/C MAX. 10 I -JOIST WOOD LEDGER DETAIL SCALE: 3/4"=T-O' SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:3/4"=1'-0 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 (F1 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, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4'=T-U' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.00m AA #: 0003325 cps Btml)rv. at LOT: ABBOTT PARK LOT #19 BLK. #9 PROJECT 04 81.00 -19091 acoaEl.� 2554- E301- "DARWIN" aARAaE awns: RIGHT PAaE: DETAILS 160 MPH , C 1 PRINT 5 24 21 DATE- / / SCALE: 1/4"=V-0" SHEET S3.1A SIMPSON H6 WI (8)Sd COMMON NAILS 21STUDS REFER TO NAILING SIMPSON H6 W/(S)8d EACH END COMMON NAILS, EACH SCHEDULE BFSHEET END EVERY STUD OR ON REFER TO NAILING ATT FOR ENT TO EACH END OF "BUNDLE" SCHEDULE ON SHEET ATTACHMENT TO OFSTUDS SNI FOR SUSFLOOR LEDGER BOARDS • ATTACHMENT TO BL. 2X8 SYP #2 LEDGER. PLYWOOD FLOOR LEDGER BOARDS SEE BOLT SCHEDULE, SHEATHING 10/53.1A 8" CMU WALL REINF PER PLAN 8" CMU WALL _ = REINF PER PLAN _ PER ELEVATION 1441 N. RONALD REAGAN BLVD. LL PER ELEVATION LONG WOOD, FL32750 C i"1 LLO +' PH: 407-774-6078 ox IJOIST (SEE FAX: 407-7744078 !U° N FRAMING PLAN �n 0 0 ) 50 GQ www.abdesigngroup.com P R ELEVATIOw - AA #:0003325 P ELEVATION " z _. (2) 2z4 P.T. W/ L 2X12 SYP #2 LEDGER. SEE 24" IJOIST (SEE MASONRY NAILS ® 12" O.C. 2x4 P.T. CEILING FRAMING PLAN) co C3BOLT SCHEDULE, 10/S3.1A. NAILER WI MASONRY NAILS SIMPSON SPH4/SPH6 BTM. 0 12" O.C. PLATE STRAPS W/ 10d x 1 1X2 FIRE -STOP IJOIST LVL V2"HDGNAILS SECTION DETAIL 1X2FIRE-STOP SECTION DETAIL WALL / FLOOR FRAMING, AT I -JOISTS PERPENDICULAR AT I -JOISTS PARALLEL �\ I -JOIST PARALLEL TO WALL r,_"TO EXTERIOR WALL r_,"�TO EXTERIOR WALL 5'EDGE CENTRAL SPACING SPACING SEE SEE BTM 5CHEDULE, SCHEDULE Z SEEFRAMINGPLAN SEE SCHEDULE FOR 801 SIZE SEE LEDGER SCHEDULE ,dy1 5117' MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTSIJ-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD �O LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY 6 � CLOSER THAN W O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLTSIZE NOM CBWWWACMB A DOUBLE 2x8 1/7, 8" or. 16' O/C B DOUBLE 2x8 3/4" 8" O/C 24" OIC C DOUBLE 2x10 1/2" 8" O/C 16, O/C D DOUBLE 200 314" 6' O/C 24" O/C E DOUBLE 200 3/4" 6" OTC 16, O/C F DOUBLE 202 1 3/4" 1 6' O/C 1 17 O/C i��llll ��aun o ausDIV" as L AT: WOOD LEDGER DETAIL ABBOTT PARK SCALE: 3/4"=1'-0" LOT #19 BLK..(��{ #9 PRE-ENG GABLE TRUSS O418 00 —19091 2x4 BLOCKING BETWEEN TRUSSES — STRAP TRUSS TO PL, PRE-ENG MODEU AT FIRST TWO BAYS O.C. (AT SHEATHING SEAMS) (BLBL PRE-ENGD WOOD ' SEE SCHED. BELOW ROOF TRUSSOCKING 54— E301— NOT SHOWN FOR CLARITY)DL,,ilDb TRUSS (TYP) Q 24" O.C.2; MAX ►�� 1{N cw=twcsZ eraNa: RIGHT 2X4 DIAGONAL BTM. CHORD PFR FI FV T BRACING. SEE PLAN FOR LOCATION FOR STRAPPING pwaa." SECURE 2x6 PT. PLATE TO BLK VERIFY j a:.. W/ TRUSS PLAN ]'OTp 7pp pLA� PRE-ENG ROOF TRUSS 5/8" GYPSUM BOARD OR 1/2' HIGH W/ 1/7 DIA. ANCHOR BOLT W17' A- SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP N0.2 WASHER SET IN HIGH ,� U c 990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE W/ (2) WOOD POST TO DETAILS STRENGTH EPDXY W MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP WOOD 2X4 O 2XWALL 6 W D2 CONNECTION COFL#lN V BTUIS DSEE 7239 16 ii C PLANS FOR SPACING. SINGLE CONC POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE OBL. TOP PLATE PROVIDE BLOCKING • o• SIMPSON SPH4 OR SPH6 BTM 1/7' GYP. WL 80. :0: AND TOP PLATE ANCHORS W/ 10d x 1 1(1" COMMON NAILS SECURE BT. PLATE TO SLAB W/ L CONT. 2x4 SECURED WI (2) lWs C EACH FILL ALL HOLES, DO NOT USE X 117S19" WEDGE ANCHOR W/ 7' WASHER SE IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS "} ' TRUSS TO BE INSTALLED®10-0"O.C. MAX. EPDXY EPDXY 5-1lY' EMBED. MIN. 16' 1 Oa 10b 1 Oc OC MAX. SCALE: 3/4' T-U' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL • ,TO�COMM,T „ A-SIMPSON MTS-12 U<990 LBS W/(14) 10d GALV. NAILS. # B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. PRINT 52421" / / C - 2-PLYSIMPSON VGTMDU4 U e 4565 L85 VGT TO TRUSS W/ (18) 1/4"x3"SDS, (1) 5/8"" A.T.R. TO HDU4 AND (10)1/4" X 212SOS TO POST DATE: SCALE: TRUSS CONNECTION L.B.W. SHEET 9a gb SCALE: 3/4' 1'4" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/5/8 DIA x W EXP. BOLT SIMPSON ASU46Z POST BASE <U:2,300 G:10,335 W/5/8 DIA. x 6' EXP. BOLT w "11 C_SIMPSON HTTS POST ON SLAB <U:4,565 WI SWAS. WITH MIN. T' • EMBEDMENT TO SLAB & (26) 16d x 2-1/7NAILS TO POST. SECOND FLOOR DOWEL PLAN SCALE: 1/4"= V-0" avHaly ae LOT: ABBOTT PARK LOT #19 BLK. #9 PRoj= 04181,00(�-19091 moamu 2554—E301— "DARWIN" GARAOm OWING. RIGHT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH A C 151 PRINT 5 24 21 DATE: / / 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 HETA18 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/10d x 1 1/2" HDG NAILS, FILLALL 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 kZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 18" 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 U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL/ T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. - THROUGHOUT MARK DESCRIPTION Ire SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3000 Bx16 (1)#5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 1)#5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES L-------------- J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0' d N.RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA 8: 0003325 a Q O � a ITT.9 mmp tJVHDIV. de m ABBOTT PARK LOT #19 BLK #9 PROJECT 04181.00 -19091 MODEU 2554-E301- "DARWIN" GARAGE 8rIIMG: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN & NOTES 160 MPH EXP. C 1521 r&CJLX I" 5 24 21 DATE I / SCALE: 1/4"=1'-0" SHEET s5 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003326 eonml >stMDZV. S. Lio7`. ABBOTT PARK LOT #19 BLK. #9 PROJECT 04181.006-19091 MODEic 2554- E301- "DARWiN" GARAGE BWMG: RIGHT PAGE: SAFE LOAD TABLES 160 MPH C 3120`Z1 PRINT DwTE: 5/24/21 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 //7' 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/ 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 (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 P8SW .i7T' " x 2 7/8" LONG, WITH WASHER 0 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. TPAM MANUFACTURER / ENGINEER NOM: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. SIMPSON SIMPSON ROOF FRAMING PLAN SCALE: 1/4" - V-0" DETAL20 DETAL20 3110 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003326 Q �s p LR¢L n 8 4 9VHDIV. aLIOTt ABBOTT PARK LOT #19 BLK. #9 PROJECT 04181.006-19091 MODzu 2554-E301- "DARWINr' GARAGE MNMM RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C :� i UWE •.•4•.•.•. ...n•.•. �..:/ .•oA•.•. .�.•... t • • • FOR ASS PHA�LTSHINGLE ROOF, USE MIN 1913Z' STRUCTURAL SHEATHING EXP 1 40/20 FOR CEMENTITIOUS TILE AND METAL ROOFING U MIN. ( ), USE 19/32' STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL, ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS" 4O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ I F ® N40 GABLE END. MNEPAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORMTO ASTM C33/C33M. MAXIMAI AGGREGATE SIZE SHALLSE Y4'. STRUCTURAL DRAWINGSSHALL BE USED IN CONJUNCTION MATH JOB SPECIFICATIONSAND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 8%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = I loo PSI AND A MODULUS OF ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC4R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3N'. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402 O02-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND MERE INDICATED ON PRESSURE TREATED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAYYINGS. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVETAPE. STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED WI DOT SHALL BE HOT DIPPED GALV. FOR ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORNFWOM STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN IN OF HEARTWOOD. SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AVID BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. EDITION, "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EX(UU81 M FROM TTWESE PUM: SYP 62. TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENOING UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. AT BE ARING LOCATIONS WITHOUT WOODEN TOP PLATES, IG THE STRUCTURE IS DESNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND WOM TRUSBEB• SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR O INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, DURING ERECTION, THIS GUYS TEMPORARY BRACING, GUYS OR TIE-0OWMS. WELDED WIRE MESH, SHALL GRADE FREE FROM OIL, SCALE, AND RUST, AND A1084/CAL STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND H THE A D IN PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO O SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-W OC, EACH WAY. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. MEETING THE REQUIREMENTS OF ASTM A446/A448M, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL TO WORK PERFORMED AND SHALL NOTIFY THEENGINEER IF ANY DISCREPANCIES A E ES RE FOUND. REBAR SHALL ASTM A6151615M GRADE 80 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' O PLACED IN ACCORDANCE NT THE TOPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE STANDARDS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED DESIGN LOAD8: AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP ORAWING6 FOR REVIEW PRIOR TO PRIOR WOOD TRUSSES. FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAPS x BAR NO. UNSCHEDULED FIELD LAPS ARE ROOF: LIVE LOAD FLOORLIVE LOAD 40 psf SUBJECT TO ENGINEERS REVIEW. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF 20 pd TOP CHORD n onou—n TYP. MIN LAPS SHALL BEAS FOLLOWS: #4 BAR - 25" 46 BAR - 36' LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR 10 Dd CHORD non -cons M5 BAR - 30" #7 BAR - 47' PROVIDE 35' x 36• CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSIIASCE 7 8 : 1990. 8 200b CONCENTRATED LOAADD ALL BTM CHORD PANEL JOINTS (HVHZ ONLYMWconcunent FOR ADDITIONAL INFORMATION. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RINGSHANK, 21/2' 0.131 FiW7— rl H 170,000 RING 0 RINGS PR RSRS-03 Bd RING SHANK, 2 3/8" 0.113 SCREW SHANK INCH) RSRS-01 8d RING SHANK PNEUMATIC 23/9, 0.113 F1667 SCREW -NAILS RSRS-01 HAF ItR OH IHU53� ROOF SHEATHING —� EXTERIOR SHEATHING USE 12" CDX OR 7/16' O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF lFEAT}iN0 ATTACHENIW SPACYp ZONE 1: 1Gd NAILS 0 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r 10d NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 10d NAILS U 4" O.C. ON EDGE AND 4" O.C. IN FIELD NM ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 ed RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES J Q zW �z� w =o Ln o Zv $ W W U' � o UN w Y W o p0 iV b R I ►jQTIRGABLES-DROP GABLE END & (1) ADO'L DROPPED TRUSS 2K4 #2 SVP OUTLOOKER RAFTER W/ BLOCKING 0 16'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SVP BLOCKING C 16. O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 'Od RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING M8 2' DECK SCREWS 0 6'4" O.C. MAX EQGES & 17' O.C. MM IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING DEAD LOAD DEAD LOAD HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 15 psf TOP CHORD 20 pcf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT (10 psf W ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. 10 Pd BTM CHORD 5 psf BTM CHORD MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE DEAD LOAD TO RESIST WIND UPLIFT: I Opsf WALL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING BALCONY LIVE LOAD 60 Pd DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WIND: DEAD LOAD SPEED-100 MPH 3- SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE (ASCE 7-18 (FBC R2020) EXPOSURE C, RISK CATEGORY II) STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pd, UNINHABITABLE ATTIC WITH UMITED DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION STORAGE: 20pd, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pd, BALCONIES (EXTERIOR) WITHOUT THE APPROVAL OF THE ENGINEER, PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA AND DECKS: 40pd, GUARDS AND HANDRAILS: 20OW, GUARD IN -FILL COMPONENTS: 50pd, PASSENGER LICENSED PROFESSIONAL ENGINEER, VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pef, STAIRS: MASONRY: 40Pd MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE A "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER SHOP DRAWING REVIEW STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED By THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT THE MASONRY STANDARDS JOINT COMMITTEE. OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. PROVIDE 9 GA. LADDER TYPE HORIZONTAL AND CLADDING WIND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. JOINT REINFORCING AT 16" O.C. TYP. (VERIFY WIDTH PER PLAN) ALL TRUSS TO TRUSS CONNECTIONS. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING BY SIMPSON CO., OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER, IN ALL INSTANCES, THE CONTRACT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH CATALOG. DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN ASTM C-478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS WRITING BY THE ENGINEER. SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 318" CONSTRUCON TIOBSERVATION COURSE AGGREGATE SLUMP AND SHALL BE PLACED WI A OF 8" T . S M O 1 D. USE ONLY MECHANICAL VIBRATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE I{Q[A PART OF FOUNDATIONf SITE PREPARATION: TO CONSOLIDATE GROUT. FLORIDA HORIZON ENGINEERING'S / AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF ZG00 pd, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE IT IS UNDERSTOOD AND AGREED THAT FLORIDA HORIZON ENGINEERING'S/AB DESIGN GROUPS SCOPE OF OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY DETERMINED E ED IN PROPORTIONED AND MIXED AS OUTLINED C- L NED UNDER ASTM 270, HORIZONTAL AND VERTICAL MORTAR JOINTS SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE CELLS TO BE FILLED. ALLOW A MINIMUM OF 72 HOURS FOR MORTAR TO CURE PRIOR TO GROUTING CELLS. PROVIDED BY THE BUILDER. THE BUILDER ASSUMES FO INTER T H 8 LDE ALES ALL R PRE ATION OF THE THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, 6UCCE3SFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE REINFORCING. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ENGINEER. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL LAP VERTICAL REBAR 8 X BAR NO. (48 BAR DIAMETERS)., U.N.O. BE MADE BY THE GEO-TECH. ENGINEER, IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE DESIGN BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER MASONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A "CERTIFIED TO NOTIFY THE ENGINEER OF RECORD (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED STRUCTURAL MASONRY CONTRACTOR". THE SUPERVISOR OF THE MASONRY PORTION OF THE PROJECT ACCORDINGLY PRIOR TO START OF CONSTRUCTION. ENGINEER SHALL TAKE NO RESPONSIBILITY FOR SHALL BE A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR" OR A "CERTIFIED STRUCTURAL MASON' AS NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. RECOGNIZED BY THE FLORIDA CONCRETE AND PRODUCTS ASSOCIATION (FC&PA). THE SENIOR MASONRY SUPERVISOR WILL BE RESPONSIBLE TO ASSURE THAT THE WORK IS ACCOMPLISHED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE MASONRY CONTRACTOR SHALL SUBMIT CREDENTIALS FROM THE FC&PA CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BIDDING. 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE STRUCTURAL STEEL 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED 5' W- PRIOR TO THE ADDITION OF PLASTICIZER A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM ASGO/A500M, GRADE B, Fy = 46 Kai. STRUCTURAL PIPE SHALL BE ASTM-A53/A53M, GRADE B, TYPE E OR S. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 31&14 AND ASTM G94/C94M OR MEASURING NIXING, Fy=35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIWSTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE FIXED. OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS IT SHALT. BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. OF ANY NON COMPLIANCE WITH THE ABOVE ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLONS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS), B FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-17Y FOR e6 AND SMALLER T FOR iB AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 1-17 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AFPUUTNN4 elm TYPE PADNG REMARKS APPLIGnCW 61� TYPE REMMx9 1#PT FURRING TO CASE HARpENED CdL GMAGE DOOR&ICI( /d"DA iAPCON Mg9DNRY 11lC 8ED.4'ENDD3T.. MASCNRII�ONG NAILI IIY'LgL. S Qt TO MASONRY/GONG. ABHER FASTENER 9Ot II.- IX3EDST. 800. aL. IXi. DOORS CASE iNROEN®DOLL R"OC WINODNbWOR/FASTENW GNUGE G�WVBWt DAB 18°O/C ISIS-DA) 4'EMBED.P-11T. tr Pl. SEE NOlEB NNLI i?ROIL. 9TAWQVEO IMO MABONRVI JNC. T.— wAaN —EN. uETu sTRAPro CONTACT THIS ENGINEER FOR SPACING Pt, SEE NOlEB NAILt iIt LOKKi. STAGGERED IMO MAEOIYtvroONC. MASONRY/WING. REQUIREMENTS IXT. S'MNO DOOR RI SIIE'gA "tAPCOK /Y EMBED. 3"EM. NON9EARINO WOW ITT EXPANSION 4'EMBEO. <"ENO BIICIthPT. SEE NOTES NO WASMEA FASTNER IS OC YIEDOE qBT. WALL TO CONC. BLAB W/WA911ER �4 OIST..YEOGEg3T. h PTyANWWBIKx B.Ib'PAFt t19' Apt 4'EPL. GIST, 11? NOTES PT TO STEEL WL., eEE WI,HA3nER STAWERED E.—TIM 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. RAF SHALL BE HILT] X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2 MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. L 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngfoup.com L AA #: 0003326 J 4 yW FQ W 7 LL 0 C 1sunDly Z LOT ABBOTT PARK LOT #19 BLK. #9 3PIROMW' 04181.00 -19091 UODEIA 2554-E301- "DARIVKN" GARAGE E VMCG: RIGHT PAGE: DETAILS 160 MPH EXP. C SCAB is 1/4"=1'-0" TYR 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS s NZ © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 70 STAPLES INSTALLED• THRU SOFFIT AT NAIL HEM AND IN VALLEYS MAX. DETAIL A FASCIA 70 STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) J' MAX DETAIL D J-CHANNEL FASCIA FASCIA WOOD BOARD BY OTHERS (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS 1 STAPLES INSTALLED @ 12" O.C. MAX (INTO L(D (2)WOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 STAPLES INSTALLED 70 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. L-J�� OFFIT O J-CHANNEL 3Q 70 STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT 3Q J-CHANNEL k MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN'U—sk It —SPAN V—.w< SEE DETAIL'X-� SEE DETAIL'E" — EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING USS/JOIST/RAFTER M OTHER 2-1/4" EMB. WOOD BATTEN O DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHO 1Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO O7 STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O SOFFIT NSTALLATION SCREW, J-CHANNEL BATTEN ATTCHMENT FASTENER SPACED 24" O MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL J-CHANNEL _ O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR EAVE WIDTH (ROOF OVERHANG) 4" 60FFIT—" , CMU OR WOOD SEE DETAIL 'D' SEE DETAIL'E' (NOTEA) EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BY OTHER 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ 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) WOOD (NOTE 1) HIM 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. ff .l�iiiil• i� • #��>f Fidf • 3.519 • .>'�� #�t� �;{ ,� 375 .375 4 3.625 3.625 5 08 038, 1 r_jj V-4 -j �— 12 ,A DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA S: OW3325 Illm a S q m� evsDty ae >� ABBOTT PARK LOT #19 BLK� #9 04 8J1000-19091 II�Oa»s 2554-E301- "DARWIN" CA swa+ra RIGHT 1p am SOFFIT DETAILS 160 MPH ESR. C