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HomeMy WebLinkAbout7938 Broad Pointe Dr99 91828-4EBB-CALI' l '00 0 5,\.\ �'so\,q\ N v�0'1� HOMESp, 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .p�D M BMW CODE, REDDEN U,, ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION DR HORTON HOMES I 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813 740-9720 ( ) FAX: (813) 740-9715 EDITION `2017) -AM IDOL MID 31'ATE CODES •OCCUPANCY -RESIDENTIAL CROUP R3 -CONSTRUCTION TYPE - VB •10. MTERIOR FINISH - CIM B •BASIC WIND SPEED - Vult=I60 MPH v66a�124 MPH • Ei�URE - (,' •1-STORY RESIDENCE - •2-STORY RESIDENCE - 1W. HEIGHT AS PER LOCAL AND STATE CODES A/C ADJ ALT. AMP. BD. CL CAB. CLG. CLG. CONC. CPT. C.T. D. DBL. D.G. Du. D M. DISP. DP. DR D.S. DTL. D.W. EA. ELEV. EQ. I, EXT. F.GlFX. F.G. FIN. FLR FLUOR.FLUORESCENT FR. DR FTG. GA. GAR DISP. G.F.I. GL. GYP. BD. H.C. HCROR HT TNSUL. MT. AIR CONDITIONING ADJUSTABLE ALTERNATE - AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE IET INSULATION INTERIOR LUM. M.C. MFR MIN. M.T. MTD. MIL. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR. P.. R. RAD. R.A.G. REF. RM. R.O. S.C. S.D. S.H. SHT. SHTHG. SHWR SIN. SL. SE GL. STD. SWS TEMP. THK. T.O.C. T.O.P. T.O.S. T o U.N.O. V.P. W. . WD. w4 W.I. LUMINOUS MANUFACTURER CABINET MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON NOT TO ER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIRT PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLIDCOREFXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEARWALL SECTION TEMPERED GLASS THICK TOPOF CURB TOP OF PLATE TOP OFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WAATERHEATER WROUOBT IRON pMgS CPS ISSUED ARCHITECTURAL SHEET DESCRIPTION ro eon Fx uPDAtE PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al -FLOOR PLAN PG -ELEVATION "D" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml-MECHANICAL PLAN PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS WA4-WAU PG WA5—NOT USED ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS &%/I$ CDs RE-WIR ED 02RUI6 AD WING ELEVATIONS ADM � CD��- D 04�SS FOOTNGR�6ioNPEQrt[�pIE$ "nim CDs E-ISSIED 02AWM ADM CURDLE6gFOOTERATGARAGE DETAIL (FORT MYERB) 02MAI PLANMANTE,4NM ONWI9 REVOED LNTEL SIZE AT FRONT ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 e4124A5 ADDED ADDITIONAL RECEPTACLE INGARAGE PER WLL DATSON (MELW SQ.FT. CALC.'S 0444/19 REVISED HVAC VOL.U'ES ON SOFT CALC SCHEDULE (M W 06/12A°J IERIORMOWDEEPFOADDED'EXOTER'DETAILD/SDA(on) LIVNG U328>3a.FT. GARAGE 430 W. FT. ENTRY 16 84. FT. LANAI 88 W. � L. TOTAL 2362 80. FT. 06/2M ADM LED LIGHTS a KITCHEN 1 8ATN PER MAW eoulE$ el/WM ADDED STONE OPTION ELEVATION C 4 D (TAMPA) pylug ELEVATION Ya' SIDING -ADDED LOUVER •GABLE ROOF ��� �� OPT. 6'-O' CEILNG VEICiFTTSPG eWim REPLACE USP CONNECTORS WTH SIMPSON1 CONNECTOR$ m4AI>m REVISE ENCAVErT RADON PLAN DIMEN N" 04A09120 OPT. S'-O CLG HOT.- ADDED LED LIGHT INFOYER 04/09iIC OPT. S'•0' CLG. HOT. ELEVATION 'C'- REVISED HE*HT OF AROHUUIY M� ADDED ELEVAtIorLs Y' Tr(oRu STRUCTURAL SHEET DESCRIPTION OT/DAO ADDED ELEVATIONS TWO'-M('-'I'I$' (Oft)H.B. PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS PG 51.2—DOWEL PLAN PG S1.2A-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL IJABUM FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2-LIFT BEAM PLAN AND NOTES DESCRIBE IN THIS DRAWING SET) ARE UNCLEAR AND PG S2.lA—DETAILS ORDER TOOBD THIS PROJECCTGBASEDDON TTHIS N N PG S3-FRAMING PLAN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.lA—DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.1B—DETAILS CLARIFICATION. PG SN1—DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'e IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBUM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'a HAVE BEEN GENERATE FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASE ON THE DRAWING SET. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 W W W.abdeaigngroup.com AA s: 0003325 v bJ 4 J J euDDm ae L(rOT: ABBOTT PARK LOT #15 BLK #8 PROJECT* 04181.000-15081 MODELA 4EBB "1828-CALI" GARAGE ISITUNCI: RIGHT PAGE: COVER SHEET 160 H EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2, REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95"/o MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED, GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: 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 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1 INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYONDNEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6• WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERIM 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FN00 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063.1IA & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD, R302.7. EXTERIOR CELOM 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE 'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXtEwoR SOFFIT$ 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. d N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoslgngroupaom AA M: 0003325 a ^ti�7 (i igg0 6 ikkD 6 BU13DIV. do LOT ABBOTT PARK LOT #15 BLK #8 P1tOJlICT# 04181.000-15081 UODEIA 4EBB "1828-CALI" GARAGE 971MG: RIGHT PAGE: GENERAL NOTES %160 MPH EXP. C F-PPA10/12/20 SCALE: 1/4"=l'-O" 88EET GN 39'-8' G � � � I � o • p 'p;IEEE/Eilo - - - OI/ip ' 1' /1 11 1 FE mI p mm . �Flla mm a• I" m 1 Al \ i\ it - . . I T o 0 WE ME ®: I� \ . 0 ESS DOLLARD p No . ►�PER IBLOG. C40DE . I'm In �1LE GUAGE q i re o ./ 0. . BEMON ( mm is - o _ T.no i ml im oll/////Ilo ol1E��/Ilo � � olEf/lol oll//Ilo FLOOR PLAN SCALE: I/4' " 1'-0' -* V nnnnnm II r�rr�►��►%c SQ.FT. CALL. S LIVING 1828 SQ. PT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI a8 SQ. FT. TOTAL 2362 SQ. FT. OOIPOIaiII MD CLA001p�D LMOB 00 ZONE 111WHYMIli NOW MIN. WINDOW MD 5 34/-45 CRITERIA EXTERIOR SWING i8 b 33/-43 DR MIN. CRITERIA S.G.D. MIN. 41 5 31/-3% CRITERIA 16010 OF4D. 112 9 28.2/-319 BASIC HIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=H, EXP.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PERaj (2017) R301.2.1 TO MEET TESTED ALLO NOMINAL WIND LOAD VALUES FROM TH MANUFACTURER. DCL. TOP PLATE 0 in BAR DETAIL NOTE= -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS IBETWEEN THE GARAGE AND RESIDENCE SHALL ME EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' l35 MM1 N THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' 11 Mi THICK OR 20-MINUTE FIRE -RATED DOORS. ,ts 1441 N. RONALD REAGAN BLVD LONGWOOD, FL327W PH: 407-77448078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003328 W. ME' KbK 6 a avaDly ac r o . ABBOTT PARK LOT #15 BLK #8 PI/GJWT111 04181.000-15081 MODICIA 4EBB "1828—CALI" GARAGffi 811ING: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C DA 10/12/20 aC,%i 1/4"=1'—O" milli aK' Al SHINGLE ROOF FYPON BKTIIXIi OR EQUIVALENT 8'-0' ERG. HG1 r Ib'X62' FYPON DECORATIVE SHUTTERS OR L EQUIVALENT N 4' RAISED SAND ITYPJ 0'-0' FIN. FLP-s OR EQUIVALENT SHAKE SIDING �ws ate_AS SnCIFIED m=:, ,i M12 - - d�ll► �\ - IM BOARD (rYr.) i Ali.; �I�111�111�I!'il��6* RAISED / �mil1\� i�1�1/I�I��r1�1�1�I�1�1 -- - 8'-C' ERG. HGTo 1-� FRONT ELEVATION SCALE. 1/4 . I'-V TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FSCR R103.4 OPT.COACH LIGHT OFF RIDGE VENT 0'-0' FIN. OFF RIDGE VENT AREAOFATTIC 2364 SO, FT. NET FREEVENTIATION AREA REQUIRE = 1130D REQUIRE VENTILATION AREA 2364 /3013 = 7.88 VENT LATION AREA X SO, INCHES PER FT. (144) 173A72 SQ IN. MIN. REQUREDVENnUkTION .5X 1134.72 IN UPPER PORTION OF ATTIC - 567.36 SO, IN. OFF RIDGEVENTIIATION AREA = 115 SO, IN. PER VENT 567.36/115 TOTAL MOF VENTS REQUIRE = 4.93357 TAI MOF VENTS PRW10Eo S *AREA OF ATTIC IS THE PERINITEROF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL. NO OVERHANGS INCLUDE 12 6 _08 -0� BR'. HGT. FE M LEW -M MA OFF RIDGE VENT REAR ELEVATION SCALE: V4 . I'-0' TEXTURED FINISH -_0'-0' BRa W.T. ■ 10 m �o �o s J,10'-O' FIN. FLR -'--- - - - - - - - - - - - - - - - - - - ----------------------' - „v OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT RIGHT ELEVATION SCALE+ 1/4 . 1'-0' TEXTURED FINISH ,-o. o&-0Q FIN. FLR u -0' FIN. FLR DECO. DTL. A SCALE: 1/2 . I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 wwwAbdesigngroup.com AA M: 0003325 q p V m b fA vlsasV. & LOT:BBOTT PARK LOT #15 BLK #8 PROJECT# 04181.000-15081 MODRU 4EBB "1828—CALI" GARAGE 8WING: RIGHT PAGE: ELEVATION "D" %160 MPH EXP. C vT DPANT A 10/12/20 9CALE: 1/4"=1'—O" 88EET A2D ELECTRICAL LEGEND SYMSOL DEFINITION NOTES —4--1 V� MbV` CUTLET 20 AMP /145L! FOLE IIOV OUTLET IIOV OUTLET N OF ourm AMD To Blurcm GM IIOV OUTLET RAM e/2 00 PALL IMERd"aR,TAMpS, RpSTAW T'PE) 220V CUTLET (W WSE CONKrwk TII1EE.. 0FI SW RSQ CUTLET OMM NrERMIPrERT SWITCH BOTCN 3.41AY OPER �4 OUTC14 4-WAY DPW atALL I'1t7G(IED LIGHT CEILM LIGHT © LED CL0 L1014T ©VP LED VAPOR PROOF LISW O VP VAPOR FROM LAW O CAN eVENT. PAN 1 OTT MR BC. IT. vim' PAN IIELIOIIT I OM PER BQ Pi. KXTW s ad"OaFtc6 ES' er pL 2.ELL0 CRAP AROLL•D AAd60 leIIRF MNT) 2' FLUOPMACIW 4' FLUORESCENT p «a —A It A W TRAOC Low CM111111 PANEL METER EIOKE OEIECTOR O& r+•f I I WALL r4LKw 61,10101 DETECTOR o&TT-RAOLIr EE.NE®IIR NMR�-OOMEGTED ®CARBON b�C CQ� WALL ALL M A DZMPE OF NOT LEES TIAN 4' FROM WALL, PECANr LaEW LTA NATURAL di ► TMM%CG E JAG[ uN eLA TMR 70 iEfATERM •TE! OrcoNE w AM ON I� TELEVISION JAM a ox sPEGUIM O. J-em TO SE SUFPORIED N ACCORDANCE Wr SOD( AS BAUD, POR 10 •"ca"B" N CILM 1ANA.ISNT ACCKOM&SISAN= W/ OOX MARKED AS SUCH POR p�pp 24' INCANDESCENT LOW BTRP OQ 36• NCAIOEBCER LIMIT NRP nnemm�nnn N• INCANDESCENT L OHT STIKP ROOD LSNr OPT, sECRKrY KerPAD • PD. PUSH-BUTTON FOR GOES use raw • LOCATION OF TV JACRS 4 PNON E OUTLETS 4 FANS TO EE VERPED • NOMECU 4 R PRE -CONSTRUCTION ME[TN0 • ALL O 4 20 AMP OR4NCN C PtMM TO RS AM FAULT PRD BCTBD PER BLECTIMCAL FIKOVIbt" OP =I& &TM Ko1TIO1 (]eM] 4 t� ]IO)2 20u ®mCa2 • 20 AMP DEDICATED LA3ORY CIRCUIT. • GF1 • ISLAND (NOT CN KRc6ON CSRCWT) • DISNWASNEIR DIECONO= TO RS LOCKOUT N RArEL • BATHROOM De6AST PAN TO NAVE MN. CAPACITY OF Be CR7 M 4WWrrEW PER ELECTRICAL PROVIW," OF SECTION MOO13 w=J d • LAUNDRY ROOM IlCePrAOLE SWY.L BE 0R0lD FAULT C4M=-NTEIMMO•MM PROTECTION POR PEWQ//L ON PENCNM • WRNG PETHM SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF PIS= AM ® r201`12 • ALL WOW TO C407TLY WTN ELECTRICAL ICAL FRDVMWW Q THE Pit= &TM an (2M12 AtIft •MOP LtlMTNr& M16T 3N2 ELR6Y 6TrIG1[W TYPE F31R CEILMG MTD. LICsHT TO 5E INSTALLED, PROVIDE J-BOX FOR OPT. FAN --------------- ELECTRICAL PLAN WALE. 1/4' . I'-m' OPT. COACH 1-614T MFIIEELDR VERIFY LOG. W P Panel MAIN - A PANEL: 6116Wpert breaker VOLTAGE: 120124OV-1Ph MAN: 150 Amp MC.B FEEDER 3-91 Cu TH M! & 1- a6 Cu (G) in 1 1r7 C. OR 3- ATDO AL THW I & 1-66 Cu (G) in 1 1YY C. Win PJ. aer p.pl tlan WNN an.p anu4 W.W D. BYr P.I. Wln K2 1 20 EMWar R.c eb OFlbNO 120D 1 2 S a12 2 10 taO.tMn Purip MOOD 1 S u e a 53a Arc c.u.1 3s x as Sp.a I7I S PANEL - A PANEL: 42 at breaker VOLTAGE: 1201240 V .1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3-N1 Cu TFANN & 1- NB Cu (G) in 1 12' C. OR 3-0210 AL THAN & 1- p6 Cu (G) in 1 117' C. P.I. Bar G.W Wath arcult amult wee. a Can w Pa. Wh. 1 20 Sm.1 A .n.. 150D 1 2 woo Rmp. 60 2 ae 1 20 Iffic 1NaWGFI iS0 1 20 S-A Applia— 1500 a a 45W W—N.•.r 25 2 a10 t 20 ft 15M 7 a F-2 1 20 D•in R1. AFCI 1500 E 10 12DO as MGFI20 1 eft 1 20 BeM OFI Rs¢ .da. 1200 11 12 te00 Ohh..aMr OFI ID 1 NI 1 15 F er/HJIBe0. a2dW BJh kAFCI EO 1] f0 50E Dryer OFl 30 2 HO 1 15 LMn Ra•n Ua AFCI EO I6 is 1 15 IG.n.PM .&aM AFCI 400 li 18 1600 e.herOFl 20 f W2 1 16 SOd CPO AFa R00 la m 1000 Door wOFI 20 I HZ 012 1 20 Lam I BW a1 / 0m AFCIEMS 21 22 13e G.. I UtMI U. & R I.. AFCI 20 1 a12 23 X OeirN Sute AFCI 15 1 HI 25 20 EO Ow 8q —AFCI 15 1 M4 27 a S S as 2e 30 1000 ttl tbn.onhd. an 20 1 a12 31 >2 1 3 k S 5 w Sp.. J7 3e Space R 2 % Ailll-1 30 10 S eAN.41 12 8 eLw lu t1. 0•nns*dt nlauWi.n. 11- 2E700 Lnd.0 Wn Own W Lmar.N.MJan. l Nm Demand Factor Calculations: ABBREVIATIONS: AFa: ARCFAULTGRCUfTNTERRUPTER NC: NON40NOIDENT LOAD on: GROUND FAULT INTERRUPTER T"Imd.bjWtadmi.laeaor 12700 - not Iomv 9100% 1= Ram.Wn Cott. M 40% 13N0 T5J AA:IOW 1e12a LOAD CALCULATION 1S BASED ON MC NON -COINCIDENT LOAD T.IM caan.ctW ta.& W.U. 1 33M T. /240w111) 141.3 General Lighting E• RE" Generalcle Loaf TONI A� me I" G• and U. & Re. 3 W I S . Ft. 5464 -- 1 at65WLi teat100% 65 Taal Om" Light, & R. RW.h. 5549 CIOsN Total—d' Gw-1 Lh & R.P••I A 8 617 5549 _ I I L I I I LED LIGHTING ® SINGLE LAV. • OATH 42 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTED, A ELECTRICAL MATEItlALS ARID NSTALLATIOO SMALL GOITL7 W 114 ELECTRICAL PRONSICNS OF 11•E 101IGNIA" Ee1r1o4 r20M2 LOCAL CODES AD ALL LOCAL PIOSNER COMPANY It/iMROMEM B. ALL CONDUCTORS SHALL BE TYPE THMNA N LOCM NOTED OTHEFUM. MONDE OO ART, OM40 VOLT, I PHASE SECOPOARK BLECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CW N I-W. VIA SCHEDULE M PVC CCNDWt OR PROVIDE 3 210 AJ Ift,1U 1(AL) N 2" CIA SCNBDULE SO PVC CONDUIT BLESS SERVICE 10 PROVIDED BY THE ELECTRIC COMPANY. COOWNATE NEW THE ELECTRIC COPPANY I" TO DID. I I I I I ® I I m I I I I L I { LED LIGHTING ® DOUBLE LAV. ELATH h PROVIDE MAD OL "" •4AD AL. THW . PS Cu N 2' (CONDUIT TO 1EIl1NAM A COMeNATWM SERVICE 040014114ECT MTCW AND ELECTRIC PETER N PIMA 3R !ENCLOSURE was"""" moom TOWN.& AT L.OW VOLTAGE cOMEOrkm I e4 Cu SERVICE GROUND CONNECTED TO CONCRETE M40AWD POOTBR STEEL PER ELECTRICAL PROVISIONS OF TM 6Q1TJGtl12�L 5/6" CIA X S Pr LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN 13LVD. LONGWOOD,FL32750 PH: 407-77443078 FAX 407-774-4078 wwwAbdesigngroup.Gorn L AA 8: 0003325 O Y f; 11=LL � � t •ji 14 e 8tMD1v. k LOT ABBOTT PARK LOT ##15 BLK ##8 PROJECT#E 04181.000-15081 MODELA 4EBB "1828-CALI" GA3tAGZ XTnNQ: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C DRINT ATZ, 10/12/20 SCALE: 1/4"=1'-0" 9HZZT E1 TO PLUMBING PLAN SCALE- 1/4 . P-V 2• VTR2• KITCHEN YM sw wi AUTO VENT ,I ��\� �• r� 2'I p1/2�A la• � I I v2�.� I I/Y [AV WASWER PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774b018 FAX 407-7744078 www,abdasigngroup.com AA 8: 0003325 74 7 7 b svaDIV. ac IAT: ABBOTT PARK LOT #15 BLK #8 PROJECT* 04181.000-15081 MODELa 4EBB "1828-CALI" OARAOE OWMG: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C CT 'a A AR NO DPUNT A 10/12/20 SCALE: 1/4"=1'-0" 8HEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHAD. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER PBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. PROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL. BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FSC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOVERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A PANTEC 4 POP BOOSTER FAN OR EQUAL. PANTECH DOP 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE- SUPPLY TRLMK BROKEN LINE- RETURN TRUNI< 1 BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PASS-TI-M AIR GRILL NOTE= ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3A6'X2' TAPCONS UNIT SIMP80N WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB *BXI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD WAL EXTERIOR L y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION 12011) MECHANICAL SLOG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERS W BRONZE FL. F'L. OR WALL CO. PLUG BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED //-- WADE 8240-K JOSAM 560" INSIDE SERIES NICKEL BRASS TOP CAULK PVC. OPTIAWEC nFL00R SLAB CLEAN -OUT (TY FIN. GRADE OR PAVING SEE SPEC. I'-B'X8' Cow— FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYP. N NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE. 1/4 . 1'-0' ■ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407.7744078 www.abdosigngroup.com AA M: 0003325 74 q o b b fp VEIDIV ae IATBBOTT PARK LOT #15 BLK #8 ROJECT 04181.000-15081 MODEIa 4EBB "1828-CALI" GARAGE 8111!MG: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C 2X4 TOP PLATE PER rLFL A, COwale EeAD rAft FCOnAo PRE -FAD TRUSS IQ' THICK 2 COAT cmen IR' CLG, DOARD Ry,�jaD Y DUMMY TO VA MAAO W 2.6 P.T. W ATTAC✓f W TO PILL STUDS IN 5' DIA. SLEEVE, CaLASram PARTITIONS SUPPORTING DO NOT GUT APFIWVAL PINQ 1/2' DRYWALL WALL HUNG PLUMBING REBAR SAo IRALAINIT 1441 N. RONALO REARAN BWD FIXTURES AND WALL PIPE WATTi1� SIPW LONGWOOD, FL32750 CABINETS SHALL BE NOT PN:407-77"076 LESS THAN 2x4, WHERE BOND BEAM O NOT GUT rIx•o.Srawsrua D�Ty�1 FAX:407-774d078 SOLID GROUT THE BOND rem ,°wAarc BRACKIM www.abdesigngroup.com SECURa BT. 2X4 WOOD SPACED NOT MORE W/ (I)- °5 BEAM •�,,,;,� SD' �,� AA#:0oo332s PLATE TO SLAB STUDS •24THAN 16' OC. OR NOT _ OALV sTTaL (2) COURSE REBARS rpwo= OvaI09AD DOM W/ Wd MASONRY or_ LESS THAN 2x6, WHERE NAIL • 32 oa SPACED NOT MORE MAX THAN 24' O.G. __ AI'�°D°"� SY AP. TRACK r BY OTTeSs TO TRACK aRADaTS Rom of r �cxxw . SLAD APPROVAL PEE FM. FLR 2A PIPE THROUGH BOND BEAM 28 GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS D1 SGALE:3/4'.I'-0' D1 SCALE: I1/2'.I'-0' D1 "''"•'' 1 TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'.I'-0' RG FIBELASS SHINGLES OVER •i0 FELT PAPER FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION 2X4 SPF 24' Or- MAX SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRU88E8 FIBERGLASS SHINGLES �i i2 F b D FIBERGLASS SHINGLES OR SYNTHETIC Rw5.LI ON l' O.S.B. PER STRUCTURAL DETAILS OVER — FELT PAPER OR OVER 430 FELT PAPER PRODUCT, INSTALLED SHEATHING OR;' COX INSTALSYNTHLEDTIC PRODUCT, PRODUCT, OR SYNTHETIC PER SECTION R905.I.I PLYWOOD 8ECURED PER METALLED PER SECTION R905.IJ ON J' O.S.B. PER SECTION INSTALLED ON J' OSD. SHEATHING FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS SHEATHING OR k CDX ON I}' ObJS. SHEATHNG 5/8' GYPSUM BOAR OR;' CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE OR }' COX PLYWOOD OR 1/2' HIGH I'•0' SECURED PER STRENGTH CLG. FASTENER SCHEDULE TYP. PRE-ENG WD•TRAs TYP. MTL. DRIP EDGE FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE OH ON STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATIONS i SEE ENEMY CODE FOR18 CONT. 2x RAT SECURED PER / Q PIS"' 88 TRUINSULATION R-VALUES PRE"' TRUSS VENTED SOFFIT STRUCTURAL DETET AILS J/ VENTED SOFFIT INBULATION R MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE �-E ENERGY �UE8 „8 FOR PRE-ENG LADLE TRUSS PRE-ENG. LADLE TRUSS PER ELEVATION WEEP SCREED PER ELEVATION �F 2x FASCIA PER 2x FASCIA PER WEEP SCREED ELEVATIONS TYP' ON. ELEVATIONS 5/8' GYPSUM BOARD OR IR' R-4J INSULATION STRUCTURAL DET2x P.T. SECURED AILS STRUCTURAL SECURED S VENTED SOFFIT VENTED SOFFIT NKTH STRENGTH CLG. BOARD �WINDOW ATTACHMENT AS PER MANUFACTURES OPEGIFIGATIONB R-4.1 INSULATION U2' THICK 2 COAT REFERENCESTRUCTURAL PERNB PORTLAND MANUFACTURESATSPECIES APPLINT ED RENCE DIRECTLY TO MASONRY Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' Or- 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING a cmCEMENT PLASTER APPLIED STRIPS •gp, 1/2' THICK 2 COAT PORTLAND DIRECTLY TO MASONRY la' THICK, 2 GOAT I/2' GYP. , CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. P CEMENT D cm DIRECTLY TO MASONRY WOOD BASE PLASTER D WOOD BASE DIRECTLY TO MASONRY FIN. FLRl _ _ _ }� 0'-0' FIN. FLR 0'-0' FM. FLR _ _ 0'-0' FIN. FLR ° e S. CMU a. a /1 W/ WINDOW OPENING n TYP. WALL SECTION n W/ WINDOW OPENING TYP. WALL SECTION t' " NO OPENING NOTE: NO OPENING PER SECTION 905.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4.12 A sual5 V, Aa LOT ABBOTT PARK LOT #15 BLK #8 1pitojzcT# 04181,000-15081 MODEL: 4EBB "1828—CALI" GARAGE EtWMG: RIGHT PACE: DETAILS 160 MPH EXP. C 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 5 1—STORY GABLE BLOCK WALL D1 SCALE: 3/4'.I'-V' IS REGMIRED. FOR ROOF SLOPES D1 SCALE: 3/4'.1'-m' OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4669 TYPE IV, OR ASTM D 6i5i T AL. DAR I 10/12/20 SCALE: 1/4"=1'-0" SHEET D1 rm 2X6 P.T. a GAITER OF DOOR MEADER SECURED W( (1) N' X 0' J-DOLT W/ 4' MN, EMOEDT'RNT YV 2'X 2'X IW WA"It 4 NUT OR W) X 0' ANCMOR BOLTS W/ 7• X 7' % V0' WIAS/ER 4 mr SECURE 2.4 ON AT TO OLK ® PLAT W) MASONRY M,AW.S. 2X6 GARAW DOOR � SECURED ® WV (0) V2' X 0' J-DOLT OR ANCMOR DOLTS, W/ 4' MIN EMOEDF6iT, WV 2- X 2' X VW WASMER I NUT. (U WTMIN 0' OF TOP, (W W WIN 0' OF THE OTM. (3)EVENLY SPACED. m IN o 110 . m NOTES, ALL ANCHORS SMALL DE IN ACCORDANCE TO MAKFACTUERb 11 0TALLATION MTPW=1 0 WERE AUMW ■MTteICTIb4a AM t STalt/,Yi[NT GARAGE DOOR /-BUCK ATTACHMENT acas, w.T-r e' GMU 1f' DRYWALL I•X4' OR I'X2' P.T. NAILER [Ell Ix4 P.T. OR %*X4' MIN. SECURE THRJFRAME 1 EXTEND i-Y4 INTO BLOCK ❑ W/ V&' TAPCCNS (MIN. SHAW SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHN 8' OF EACH END 4 18' O.G. MAX SPACING DOOR CASING DOOR JAMB OR WNDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED),',*) DOOR JAMB TO BLACK +3/4 OR +5/4 A DOW TO BLOCK +3 4 OR +6 4 U SCALE, N.T.S. 2X4:m SECURE TO BLOCK W/ V&' TAPCONS OR (MIN. 614AW SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN V OF EACH END 4 18' OL. MAX 6PACNG. 2X6:m SECURE TO BLC.CK 11.1/2-14' TAPCONS(MIN. ebANK SIZE 145 MIN. HEAD sizEDA O MIN. EMBEDMENT 149 WITHIN V CF EACH END 1 8' cm W3' O.C. MAX SPACING. lS' DRYWALL 2X8,m Lj VX4' OR P.T. NAILER OR SECURE BLOCK W/2-14. (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4J TTACH TO 2X PER WITHIN 8' OF EACH END 1 MANUFACTURES DETAILS. 18' OlC. MAX SPACINCs NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +1-1 2" 11IND01I " SCALE. N.T.S. TO BLACK +1-1 " 2X4m SECURE TO BLOCK W/ V TAPCONS (MN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 14") WITHIN W OF EACH END 1 NOTE: STRUCTURAL 2X 18' O.C. MAX 6PACNG. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH TAPCONSO BLOCK W/2-%* NON-STRUCTURAL V.- (MIN. SHANK SIZE J45 TMBEDN MIN. INTO MIN. HEAD SIZE 300 EMBEDMENT S BLOCK MIN. EMBEDMENT I Y4) 8' ISM WITHIN V OF EACH END 1 DRYWALL 18' O.C. MAX SPACING. 'X4. OR I'X'J' P.T. NAILER 2XBme SECURE TO BLOCK W/2:4%d OAJ5. X 4'MIN.TAPCONBDOOR CASING(MIN. SHANK SIZE .145MIN. HEAD SIZE "0DOOR JAMS OR WINDOW MIN. EMBEDMENT I Y4)ATTACH TO 2X PER WITHIN V OF EACH ENDMNUFACTURES DETAILS. i8' OJC. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB. (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-16 1p" INDOW TO BLACK +1-1 6 C SCALE: N,TA. 2X4:m SECURE TO BLOCK W/ Vo' TAPCCNS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT I Y4 ) WITHIN W OF EACH END 1 NOTE. STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-'1{s' NON-STRUCTURAL )1(s' TAPCONS TAPCON MIN. 1-Y4 (MIN. SHANK 812E .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 b, GMJ WITHIN 8' OF EACH END 4 K• DRYWALL DRYWALL 2 OZ. MAX SPACING. X8m OR I'X2' P.T. NAILER SECURE BLOCK W/2-i(r' CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN V OF EACH END 4 MANUFACTURES DETAILS. W3. OlC. MAX SPACNG. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4 ) FOR JAMB w TO BBLO�CKK+22114}" D a� SCALE. RT . 2X4m SEGO BLOCK W/ V (MIN. SHANK SIZE J45 MIN. HEAD SIZE 3" MIN. EMBEDMENT 1 Y49 WITHIN 8' OF EACH END 1 STRUCTURAL 2X 18' O.C. MAX SPACNG. "AT BE ON OUTSIDE 1 2X6m SECURED THROUGH SECURE TO BLOCK W/2-jb'NON-6TRUGTURAL VTAPCONS TAPCON MIN. IAV (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 cm MN. EMBEDMENT 1 V)• DRYWALL WITHIN B' OF EACH END 4 IV O.C. MAX SPACING. ❑ 4' OR 1'X2' P.T. NAILER 2X8m r SECURE TO BLOCK W/2-%' T DOOR GAGING (MR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 1 ATTACH TO 2X PER 18' OZ. MAX SPACING. MANUFACTURES DETAILS. MOI6 Mf Y loofa TO /l!l�.UI'r fpD MDT �lCfp A`! DOOR JAMB TO BLACK +3" %L WLNDON TO BLACK +3" RTA. 2X4m SECURE TO BLOCK W/ V&' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN V OF EACH END 1 NOTE; STRUCTURAL 2X 18' O.C. MAX SPACNCs. MUST BE ON OUTSIDE 4 2X6� SECURED THROUGH SECURE TO BLOCK WO-V NON-STRUCTURAL TAPCONS(MR SWANK SIZE TAPCCN MIN. kh' .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8 CMU WITHIN 8' OF EACH END 1 �, DRYWALL 18' O.G. MAX SPACNG 2X8,m VX4' OR I•X2• P.T. NAILER SECURE TO BLOCK WR-11(s' 2X SECURE TO TAPCONSIMIR SHANK SIZE STRUCTURAL MEMBER 145 W/12I2d WITHN 8' OF EACH MIN. HEAD SIZE 300 END / 6' TO V O.C. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN V OF EACH END 1 DOOR JAMB OR WNDOW IS' O.C. MAX SPACNG. ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB !DO NOT EXCEED 4 ) DOOR JAMB TO BLOCK +3" F E; MT . 2X4m SECURE TO BLOCK W/Y4 TAPCONB(MR SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ya') NOTE; STRUCTURAL 2X UT14N 8' OF EACH END 4 MUST BE ON OUTSIDE 1 18' O.C. MAX SPACING. SECURED THROUGH 2X6: NON-STRUCTURAL SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPCONSIMR 6HANK SIZE EMBEDMENT NTO BLOCK 145 MIN. HEAD SIZE 3m0 , MR EMBEDMENT I Y4) DRYWALL •DRYWALL WITHIN V OF EACH END 1 W>' O.C. MAX SPACING. 'X4' OR VX2' P.T. NAILER 2X8m ❑ SECURE TO BLOCK WA-1/4' 'Yo' OAA X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMS OR WINDOW WITHIN B' OF EACH END 4 ATTACH TO 2X PER 1V O.C. MAX SPAGNG. MANUFACTURES DETAILS. 1a16 afi M t®m TO IWst JYt♦ f00IOT aL�!►') DOOR JAMB TO BLACK +3-7/18" v1 11DiD01/ TO BLOCK +3-7/18" BGALE: N.TJ3. 2X4m SECURE TO BLOCK a4 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END / NOTE: STRUCTURAL 2X OlC. MAX SPACING MUST DE ON OUTSIDE 1 2Xm � SECURED THROUGH SECURE TO BLOCK WA-I/4' NON-STRUCTURAL ii'TAFATAPCON B MIN. W41' INN. SH (MR SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIR HEAD SIZE 300 MIN. EMBEDMENT I Yi) B' CMU WITHIN 8. OF EACH END / Yt' DRYWALL 18' O.C. MAX SPACNG. I'X4' OR I'X2' P.T. NAILER 2XBm SECURE TO 15 OOK WA-1/4* P.T. X 4- MIN. TAPOON8 OOR CASING (MIN. SHANK SIZE .148 MIN. HEAD SIZE 30O MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN V OF EACH END 1 TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3 3/4' 1RRDOW TO HACK +3 /4' as SCALE: d N. RONALD REAGAN BU LONGWOOD, FL 32760 PH:407-7746078 FAX 407-7744078 www.abdosigngroup.oDm AA 0: 0003326 2 6 L, L suDDIV. ],, ABBOTTLOT BLK PROJECT+04181.000MODEL: p4EB"1828—GARAGE O RIGHT PAGE: DETAILS 160 MPH EXP. C OCT 1.1 AA NO DA �'. 10/12/20 aCALE: 1/4"=1'-O" aIiEET D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) - - - - EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 21473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR W31/2020 10456.3 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 23872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR W32/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR W31/2020 13972.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.30 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2017 FBCR 32/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR W31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR W31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 20531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 30531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR W31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 23352 PLYGEM PANEL WALLS SOFFIT 2017 FBCR 12/31/2020 FL 1201961 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 15332-R5 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/32/2020 FUi15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 22/31/2020 FL15076.1-R5 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR W31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 58913-R6 THERMA-TRU EXT. DOORS 6'$" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2.R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDEUTE 2017 FBCR 12/31/2020 FL 92235 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.446 THERMA-TRU EXT. DOORS SWINGING ENT. DOOR 2017 FBCR 12/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL15216.1-117 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 12/31/2020 FL 10477.1-115 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.14RS JAMES HARDIE BOARD SIDING 2017 FBCR W31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-113 JAMES HARDIE BOARD SIDING 2017 FBCR W31/2020 FL 7006.141:9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS 15 A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 10/06/2020 1441 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 Y 7 S r o IPMJN;mo %nmxvae LorBBOTT PARK LOT #15 BLK #8 118-15081 MODIMa 4EBB "1828-CALI" RIGHT PAO3a PRODUCT APPROVAL LISTING 160 MPH EXP. C PR@1011e'1ED CONTROL JOMT� FLANGE OF CONTRWL JOINTS Td OE PARED TIED TO LATH • 1' ' O)C. MAX IVERI'J. Nam, DO NOT FASTEN CONTROL JOINT TO WALL EVEN P STUD EX16TO OEYOND EXCEPT STAPLES W/ SECJJKE CAY-ON W L JOINTUSED TEMP OURSC INSTALLATION —� FASTENERS TO OE SPACED • l' OG. MAX VERTICALLY J' THICK S COAT CEMENT / PLAeLAY YA4D LAYER R FORTPIOER / S UILONG PAPER APPROVED FETAL LATH FASTENED 01' (VERTJ O.C. MAX AT SUPPORTS UM LATER % STUCCO WAEAP WOOD SHEATHING LATH SMALL NOT DE CONTSUOUS v to v v ro r THROUGH CONTROL. \ JOINTS OUT SHALL as STOPPED AND TIED AT EACH SIDE. PER AeTn CIOS9 PROVIDE 7X4 BLOCKING PLACED FLAT MAX V TO S' FROM CONTROL JOINT 04EN CONTROL JOINT FALLS ON \ FASSIN ELATH TO BE NAILS OR- i M FOR STRUCTURAL STUD STAPLES IN COMPLIANCE W/ A67M CW" T� 2. WIRE TIES TO BE (NO. S) ®D41DI WIRE & BLOCKING SHOWN MAY BE IN ADDIT \ TO WALL STUD6 REOWREO PER PLAN ................ [i'17111111 OIPOLD NYAIp.Pf.♦ O LFOLD NIAAM-PT.A ® 2. GRAM a Pf. e r�aaD APPROVED BUILDING UAtAP SMALL O! LAPPED A MINIMUM OF S' • VERTICAL LAPS (ROLL ENDS) 4 Y • HORIZONTAL LAPS. ALL SEAMS NEED TO OE TYTAPE� WITH PORTIOER SHEATHINGI'M LAP a MET l LATH VERTICAL LAP TO OE 1' 4'oY V. S'PS' OW-ADFERSIG Ple•eRAM PLASHING (COMPATIBLE UV HOUSE UA4/IP MATERIAL) OVER 4'I14' SELF-ADMERNG MEMBRANE F.ASHSG OVER APPROVED HODS! WRAP. PLeeusrr, t0 IN]lTB40 CNw PIPE n non — CUT AND OVERLAP ONE SIDE OR METAL LATH SELF -ADHERING FEMDRAtE F.A�OHNG CUT AND OVERLAP ONE SIDE OP STEP 01 STEID 02 19 AMING RING FEMBRANE WRB LAYER PL J' THICK S COAT CEMENT OM LATER! STUCCO WRAP I PLASTER STUCCO • n Pape au T / FETAL LATH W 41O 4, I OIIRPIO6R LAYER -2. FORTIFIBER WRO I WPM LAYER 4, PORTPIOER OWLDING PAPER PAPER OULLOAPAPER\ METAL LATH OUILDING PAPER ( UM LAYER -L 6'a6' SELP-ADHERM MEMBRANE — i STUCCO URA-" PLASMM OVER 4SL4• SELP-ADHERING MEMORANE INSTALL PASTENEIIES (CLIPS, PLASHING OVER APPROVED WOOD S EATHNG STRAPS. STAPLES) AS REQUIRED TO SECURE HOWL! WRM F_ 11I TO. [MEND ONTO PIPE PIPE/ WIRE TO PRAMN6 4'x4' OELP-ADFE[RNO FET7BRA-•H PLA&AM OA IR APPROVED r TIN uM HOUR IURAP. PLASHING TO EXTEND ONTO PIPE LAP. A• ovLw ALL LAP LWLTRATION 2 R— LAP11' CONT, AD OF SEALANT BE SCALEIrI INSTALL APPROVED HOIbWAEA!° AIR BAIetlER OVER ". BHEATMNG NOTE, SUM LAPS OF METAL PLASTER BASES SHALL B8 SECURED TO FPAMM MEMBERS,. THEY SMALL BE TIED BETWEEN SUPPORTS INTH 0041/-IN. (121-4'1I) WIRE AT INTERR VAL$ NOT MORE THAN S' 1226-FM), AS PER A61M CIO68 TAL ® KIC KO UT POR REPAIR OF TRANS, ILAYERS, TEAM DETAIL MAYY OE PATCHED M WMOUSE WRAP TAM, PER MANE. SPEC. OR PEEL 4 STICK SHEATHING PAPER STUCCO . LAIN • PAPlE OI--. p® L FOLn 4aN4I0. Pr. A 14 WOOD SHEATHING OR %MU 4. eIIEAM.Pr.a 2'eI�AM.P('a ;, WR5 LAYER 01, aCARAW Pt.0 aaeAMepr. e ,s, STUCCO WRAP (FRAME ONLY) 4 POW PT. C OAR Pt. aoML Pr. cTA THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) • ®� ® LAPWR5OVER --- 0.Maa 4MO MAL POW. IiQ. •3 tlQZ art. J' TMM 3 COAT CEMENT z 5'X5' 'L' TYPE CONTINUOUS PLASTERnWAMI N'2COAT E —GALV. METAL FLASHIWs Q~PLAW1111(cpsa (NAIL TO ROOF DECK, NOT URB LAYER 9. PORTAIOEI4 u1 WALL SHEATHING) BULDING PAPER O"AM ONLY) UNIS LAYER'S CAP SHINGLE - DO NOT NAIL, STUCCO UMP(IRMN OILY) INSTALL WITH ROOF CEMENT LAP LAY4446, CP AMDIN6 ~ OAe4 HAULING N -mw STOP rCOLT) I w mum c" cm CEMENT 6144MLL ICAMN) I ROOF PER ELEVATIONS RICV OR n.ARa4i r41111 DATAU \ PST I►onKATTN(r 4Mr �t aR TeHr IIEK roeo oR .a.Da Qa ter an, .t��✓ l:�L NFMLL IOfXOYf 41M7N t.DOP4Y a� ,tea � Q RDL7 I DI.P w- OVRAP Y SHE"Al la' 4160E 41eAl1aq Paa4w4CALLT P14CIA 414E PM1 w rl"L "L" FLASHING 5 N.T.S. ELASTOMERJC COATING OVER STUCCO/ C.V. FINISH (we TYP urer 1 SECTION) SECTION, PER SECTION I1170.7 F.lA1n Eztabr t.W erd 0144111Ye use d partland cement ples4er shag comply with AIe sppfcaecn requirements of ASTM C 92a-12A. InsfalO n of exterior lethkV and fraTing shell wllh ASTM C 1053-12A. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER - - - - - - 5UILDING PAPER) METAL LATH x-x-x-x STUCCO^ SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R7031.1 / ASTM G-841-09, MIN, 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407.774-6078 FAX: 407-7744076 www.abdesigngroup.com AA S: 0003325 a _ g o Y C i oil, aVDDIV. Aa LOT ABBOTT PARK LOT #15 BLK #8 PROJECT#N 04181.000-15081 MODEL4 4EBB "1828-CALI" GARAGE a11INO: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TAD BE, L BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO DE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER ARMY FROM JOINTS. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIIIDDDES, Y4 CAULKING • JOINT ALL ARO PER SECTION R70.9.7 Exhrlor I MbV and Watwing Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRB LAYER 01, STUCCO WARAP I .: HOODED VENT x. THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER R, FORTIFIBER BUILDING PAPER WOOD "ATFIINa DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - • - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH W SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPEF OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESI, FLASHING (INSTA PER MANP.SPE BUILDING PAPEF UNDER 'QUICK FI EVENT PENETRATION SCALE: N.T.B. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE 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 CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW OUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAQ EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP #3 WOOD 814EATWM UM LAYER -1, STUCCO WNtAP WRS LAYER 7, FORTIFIDER BUILDING PAPER METAL LATH FASTEN TO WOOD STRIGTUR4L MB-bEIR • T' O.C. MAX K' TO )P MID -WALL uNEEP nCNRlD W WDE STRIP SELF ADHESIVE FLASHING, CLEAN MASCMIY Bill APPLYING V FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER h, STUCCO WRAP S' STEP #2 APPLY 60 GRADE 'D' IFE FELT OVER SELF -ADHERING 0 FLASHING OVER APROVED HOUSEWRAP .. WRB LAYER 01, STUCCO WRAP MEMBRANE FLASHING I WM LAYER 02, FORTIF15ER t3UILDMG PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327l50 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 Q R r ikk�j G1 G! 6 � Nb a �j . . . . . fA W 1E eUDDrv. & LOT: ABBOTT PARK LOT #15 BLK #8 PROJECT# 04181.000-15081 MODSra 4EBB "1828-CALI" FlAnAGS aWrNC1: RIGHT PADS: WALL ASSEMBLY DETAILS 160 MPH EXP. C 1 - __ UK DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - k 2 1/2' k CORNER BEAD (FASTENER 4 SPACINCs o l' O.G.) CMU %6' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 R�CORNER BEAD � BLOCK i 1441 N. RONALD REAGAJBLVD LONGWOOD, FL 327PH: 407-774-6078 FAX 407-774-407www.abdesigngroup.c AA N: 00033.25 z Y o io ill F-summ & IAT ABBOTT PARK LOT #15 BLK #8 P1OJECTfp 04181.000-15081 MODELa 4EBB "1828-CALI" GARAGE 8 WINCk RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (U)RB LAYER "I, STUCCO WRAP) U)RB LAYER e1 (FORTIFIBER — — — — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING wH �— e6wrol'o WOOD 81EATIM RCeISTI2 6�AIRdlI BARRIER -2 / 1j�' _.LAP e1DM6 ?'"AL � � \ -ADWE� R -AwElv+� M s `` i UXATMER I^fe1eTIVE \� �\ IIIIAMSTARTER RIMSTrA STRIP C�A4WTER LADIERM AGMM GALV'D METAL GALV'D METAL _ 'r FLAwAs .Z. FL•aelM . V.•v 000 TRIM MEMOER / ... t/' Ir7OR APPROVER CASINM SIDING TO STUCCO ® BLOCK TO FRAME � n�TRANSITION WOOD SIEATHMG— UEATIER FMISTIVE MARRISM q u �aerlvE BARIUM o on BOARD 4 SArrM � IERRIG "o PLA6wm ♦ \ STARTER STRIPGm i \ I \\ \ •' &"-ADFERM FLABHMG WEARIER RESISTIVE SAIMER BARRIER RESISTivE BARRIER a L SFLAO M� RM GALVD METAL W R-ASIM MARDE TRIM EELEVATM CAINNS 01A2 i \ / MARDIS TRIM PER ELEVATION OR Af IY VE eEALLAANr SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7748078 FAX 407-7744078 www.abdootgngroup.com AA III: 0003325 io a �e sUBD:v at ZOMT-14 ABBOTT PARK LOT #15 BLK #8 1pmoJSCT/ 04181.000-15081 MODZLA 4EBB "1828-CALI" aAiewaa 8WWQ- RIGHT PADS: WALL ASSEMBLY DETAILS 160 MPH EXP. C /------------------------- --'-'-----'!----'—I - -- \ 2x6 SUB-BANb 1,7 i W/I'x4' NOTCH r - - -- -- END, WRAPPED IN PEEL t STICK METAL FASCIA WR4P DRIP EDGE -1/8' 1 TEXTURED �\ FINISH • WOOD I I I/SR In' TEXTURED 2X6 am BAND a/ ! FINISH • CMU \ \ METAL FASCIA WRAP 1b' FROM \\ C FLAN B O ! --------------- ---------- - -- 14 STUCCO, 1' FROM WOOD WALL \\ \ EXTERIOR WALL \\ ,a (FRAME OR CMU) \\r NOTE: NOTCH FOR 2X(o \ \\\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ \\ FOR CLARITY V, \ \ ROOF DECK (BEYOND) 00 \` DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) TEXTURED FINISH `\\\\ /WOOD, 1/2' TEXTURED FINISH ® CMU / 2x6 SUB -BAND W/1'x4" NOTCH O END, WRAPPED IN PEEL 4 STICK ®E L VA T ON METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' .F.OFF WOOD WALL ®i=L)4N A 1/8, TEXTURED FINISH • WOOD, V2' TEXTURED FINISH • CMU METAL LATH WO D 814EATWING cm WRB LAYER 01, STUCCO WRAP(FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDIN61 PAPER (FRAME ONLY) ROOFMG CEMENT DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND Wll�"x4' NOTCH A END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL(l) WALL x x x x x x x x z 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 fL x x x x x .. `Q`�•Duc x SUB BAND DETAIL ® WALL WIKICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y: ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT A 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 WA'x4' NOTCH END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 114 /I 1441 N. RONALD REAGANJBLVDLONGWOOD,FL3275PH: 407-774-6078FAX 407-7744078www.abdoeigngroup.co AA C 0003325 74 Q ao ro k4ft BIVHDIN ae LOT: ABBOTT PARK LOT #15 BLK #8 PROJECT# 04181.000-15081 MCDZI U 4EBB "1828-CALJ" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C PtnqT DATE: 10/12/20 aCAra: 1/4"=1'-0" >l*MZT WA6 28'-8" '4" 9'-8" 91-6" 15'-10" 3'-4" 36'-2" 3'-6" TOP OFOF " SLAB FM-12X12 — r — — — 1 — — — — FM-12X18— — — — ---i m w 4" CONIC. R w SLAB I i 1 o. *3112" P-0" LF-24X24 11 / r 1 FM-12X,8 EXTEND 1.1 SLAB 1 112' 4" PVC CHASE�I l; li i� j 0 I TOP OF SLAB l� i� 1, IN �/ LL /� Ij l; I ,l l� / i JI 19'-0" 5'-0" 1, 1 b/ 11 b — I I <V I . I I �s yr i 5 I 1.1 I �I OI $ LL-EXTEI . 1 4 CONC. SLAB101/2" 2 � � FM-12X18 SLAB w — I • I I $-3 1/2" a� 34 Is --1 b LL 2 �-7 1 /2" 1 1 m 1.1 L ,1 FW12—X18 — — _ J — — 0 C-12X18 -- FM-12X18 — — — — — FMC-12X18 — — 4 4 1.1 1.1 10'-2" X-10" 2'-8" 16'-0" 2-8" 21'4" 14'-0" 4'4" 39'-8" FOUNDATION PLAN SCALE: 1/4" = V-17 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'- 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. 11.01NDICATES #5 BAR, EIINDICATES #6 BAR,NNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS, 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30-, #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-131ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: Pm = 2,000 PSI, TYPE "M" ORS' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0' O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF, I REMARKS 6x6 W1..I.40VER 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 TEA 6' - s FM-12x12 12" CONTINUOUS 12" - 5s FM-12x18 12" CONTINUOUS 18" 2)#5's (+)O'-0" FM-16x18 16" CONTINUOUS 8" s FMC-12x18 12" CONTINUOUS 19, - s 51N CURB VARIES 24" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 h a a EL78DIV. to L01% ABBOTT PARK LOT #15 BLK #8 PROJECTill 04181.000-15081 MODELa 4EBB "1828-CALI" GARAGE BMWO: RIGHT PAGE: FOUNDATION PLAN %160 MPH EXP. C 0 VIRINT ArE: 10/12, 9CAUC: 1/4"=1'-0" 8HEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING }} Z STEEL REINFORCING IN GROUTED g ^ STEEL REINFORCING IN GROUTED • G CELL SEE PLAN FOR SIZE AND Q a G CELL SEE PLAN FOR SIZE AND 1 - o �jc 0yy- SPACING REQUIREMENTS t SPACING REQUIREMENTS _ ra w Lu 00 U w I 1 as �: " I j GARAGE DOOR W^ RECESS J 0' to Q . FM O Z 8" CMU WALL O 8" CMU WALL I CORNER BARS, SAME SIZE AS LARGER BAR I W Lu B" = `oo � ��+ - Z `O +- 0'-0" IN FOUNDATION WITH 30" LEG EACH �'x ul Y» +- 0'-0• TOP OF SLAB °. WAY AT ALL CHANGES IN DIRECTIONS I ... - SO THAT THE STEEL REINF. IS CONTINUOUS y 4. TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR • EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (I -STORY) #3 18" EXT. PORCH SLAB - VARI S . SEE SLAB SCHEDULE TOP OF GARAGE CHAMFER v. �OIs I� CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET ��0+ AT ELEV: W/ 11T ISOLATION JOINT (WHERE° 6" CHAMFER (2-STORY) 24„ W/ 1/2" ISOLATION 4" 1.STORV �° • 6" CHAMFER (2-STORY) l� 0 APPLICABLE) Z SEE SCHEDULE #5 30" JOINT (WHERE. APPLICABLE) Z •. • EE SCHEDULE a WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE � 36„ � FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (!a. 2 TO 3, PROVIDE 2 BARS), ONO #T 42" r�EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE , GARAGE scALE:3/a"=r-0° %,� CORNER BARS DETAIL ,, DOOR OPENING J SCALE: 3/4"=V-0" Y SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. Of 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON HEIGHT NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN w p a I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED j U NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE 00. SECURED W/APART tr SPACING. SINGLE BTM. PLATE 1/2'k8" WEDGE ANCHOR W/2" WEDGE BTM, PLATE TO BE PT. WlFLANGE BASE a 5 EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO J d 8", UNO PLATE EPDXY S12" EMBED. MIN. (� 16" OC SLAB' MASONRY b O FOLLOW ALL MANF. SIMPSON SPH4 SPHB MAX NAIL 18" OIC STAGGERED. SPECIFICATIONS FOR U ¢ I BTM AND TOP PLATE AND ADDITIONAL METAL = USEAND 012" ANCHORS W/ 1d x 1 CONNECTORS NOT SECURE FLANGE TO F m PR REPARATION OF O v COMMON NAILS FILL ALL REQUIRED WHEN NO SLAB W/(4)1/4" X 2 1/4- TAPCONS HOLE. to HOLES, DO NOT USE 10d WLu rn UPLIFT IS PRESENT. lZjlit J o O } x 3" SLAB SCHEDULE SEE SLAB SCHEDULE M QO [SEE Q TOP OF SLAB _�OF SLAB 4" CHAMFER(1STORY) •: T CHAMFER (2-STORY) <.�- n - a . •: :•° e EQ. EQ. SEE SCHEDULE EQ. EQ. EE SCHEDULE BOLLARD FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY BQALE: 3/4=,-0 MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL % INTERIOR CURB FOUNDATION WOOD WALL 6 SCALE:3W'=V-0" (W/ UPLIFT) $ S0A1E �4"'� (NO UPLIFT) SCALE:3/4"=r-a' LAP TOP PLATE A MIN. OF 48" ---may AND NAIL W/16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE a " PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO a BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W110d MASONRY NAIL IL 16" O/C STAGGERED. ADDITIONALMETAL U d CONNECTORS NOT y REQUIRED WHEN NO O 8" CMU WALL UPLIFT IS PRESENT. M Z +- 0'-0" " POURED LINTEL CONT. IT/P.) • 8" CMU FILLED CELL (TYP.) TOP OF SLAB 4+0" SEE SLAB SCHEDULE .I. _ 2X WALL FRAMING SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" +. 0'-0" Z Z - o MINIMUM EMBEDMENT INTO TOP OF SLAB a • "ISOLATED' COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX °' 4 POURED MONOLITHICALLY WITH -- - FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD IV BLOCK WALL CONNECTION scALE:aa"=r-0"G) (NO UPLIFT) SCALE:3/4"=I'-T 1 I SCALE:3/4"=V-9' 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6076 FAX 407-7744078 www.abdesigngroup.com AA *: 0003325 t' IC z iS y D b b BUDDIV. So LOT: ABBOTT PARK LOT #15 BLK #8 PROJECT# 04181.000-15081 MODEU 4EBB "1828-CALI" GARAGE 81RN0: RIGHT PAGE: DETAILS 160 MPH EXP. C PRINT I DATIL. 10/12/20 8CALM: 1/4"=1'-0" SFIlEL"T s1.1A DOWEL PLAN SCALE: 1/4" = T-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.00m L AA #: 0003325 y gbg 6 d 3VHDM As 20 ABBOTT PARK LOT #15 BLK #8 PROJECTj1 04181.000-15081 MCDEEa 4EBB "1828-CALI" GARAGE EWMG: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C IaAR M 10/12/20 CA=: 1/4"=V-0" T 71.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W110" HOOK GROUTED BOND BEAM - VARIES PER ELEV. Z .4 CLEAN OUT REQUIRED FOR INSPECTION TIET/ERTICAL RE13AR a TO HORIZONTAL < REBAR W/10" HOOK BAR SIZE 48 BAR DIA. ZLU #3 18" O M U #4 24" #5 3(Y #6 36" HORIZONTALNERTICAL #7 42" REINFORCING SCALE: 314"=1'-0" Z g STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q SPACING REQUIREMENTS W U U) Z 8" CMU WALL TOP OF SLAB - a TOP OF SLAB ifJ Z w a SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. > d n EXT. PORCH S7�i • 4" CHAMFER (1STORY) #3 1B" L) e W/ 112" ISOLAT 6"CHAMFER (2STORY) JOINT (WHERE � # #4 24" APPLICABLE) MATCH STEEL #5 30" 6" PVC CHASE `r REINFORCEMENT PER SCHEDULE #6 36" THRU FOOTING #7 42, 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING , SCALE: 314"=1'-0" #5 BARS F 4 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-774-4078 www abdosigngrou p.com AA #: 0003325 1 LL v Y y� C kbk 6 kbk 6 ounDiv. ae LOT" ABBOTT PARK LOT ##15 BLK ##8 PROJECTp 04181.000-15081 1[GDEIt 4EBB "1828-CALL" GARAGE 8111MG: RIGHT PAGE: DETAILS %160 MPH EXP. C DAATF-lE 10/12/20 BCAIX: 1/4"=1'-0" DUE= S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 1Dd x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 10d x 1 1/2" HDG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 %S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, 0/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (rc psi) SIZEREMARKS WAH' REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x6 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8' PRECAST & PRESTRESSED LOADS FOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS aG SAFE LOAD - POUNDS PER LINEAR FOOTBG SAFE LOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH leas i1a08 enea er20w areas eraw eraao TYPE LENGTH Blb BF8 RfXdU TYPE LENGTH NO -IT eR2T wtair ertan erle•I7 6neQ7 erm17 6Fa4T e4O4.1T era4m BPas,r egszr ensnr era07 Bla elan P12-IB ene•18 arenas WJ4 8 6 G:,o era-,s 8-e• (4r) PRECAST 2261 70! ale SIM e007 e0M 1a02 IOOw W-r (42') PRECAST f025 102A 1688 V-S' (� PRECAST m 2w aw, ON M 6132 7w1 ww bw nu lea eab 1w4 +1w ,w 7w6 asN bw ew Ma 7001 4'-0• (4B') PRECAST 1808 aw 2rn aw 4w wx rw nn 4-0' (4Bh PRECAST 786 788 1808 r-0` (467 PRECAST ,w aw aw sm wn wa wn ala 4m 4118 na 6a4 1wB4 i,w ,w a06 aw 7e16 4m Bm Bill 4'd (84� PRECAST 1888 law a+w w1 ane bm ew es 4$ 1649 PRECAST 882 591 1079 4'4r (64� PRECAST a0/ 2w ear am 4Ma 4rn 6m nw 4m wO rn7 eaa ,0a4 11808 1207 aw 2107 am 4W 4717 6m 6'i" (647 PRECAST 1217 law 1m 1w w0 am aw baw Si• (649 PRECAST 411 NI 746 9i• (84") PRECAST 1010 In afs sae law aw, 4m ww aw0 6w na wte Ins 2m aw law ant 40a 6.10• C7O•) PRECAST ,082 nw nn ,en 2w 2w aw a4n 6.10• (70•) PRECAST 940 83B 818 B•IO' (20"1 PRECAST w 1 2w 3107 am 41w /461 On BIN nw 'Mai wa w wa 2M 1 awe 1 31OF 1 3020 1 4t3 S'� PRECAST 12a nn law w, am bs wI S-� (�') PRECAST 6W 721 400 Sd' (76'1 PRECAST w I 1 law mt n12 12w nr7 aw wet wo es s ,4a 1w 2m na0 a261 ant r4i (S0•) PRECAST 748 wn 17a 2w 2w 2w sm aw TS (YD) PRECAST 424 694 883 Tor l26) PRECAST 7n I Ten as m1 Ira 2w ow ewt aa7 sea m 1=4 104 as 0m 20r =6 Ci• (112� PRECAST 664 s 11e0 wa 2w lbw a16 3302 VW (11r') PRECAST 328 512 230 ,ri" (11r') PRECAST w1 Tw I1 1a 161 2167 aw rw 1246 1w 16w a466 6w eM w 1n6 lea fw Ya4 a1a 10'd• (12n PRECAST 475 w w 1aJ 9w n77 210 2w IOW (12r) PRECAST 204 401 18) m•4• (128) PRECAST m m B16 11w 1461 1 2011 w IOU 1w aw 2m 47M w w 11w 1472 Ilw XM 2w ,1'i• (188') PRECAST sa aw w ua me am a1n 4w „•;• (+66'1 PRECAST aeo 462 164 11'i' (ta6•) PRECAST 4m w4 aD m7 fat 1703 w w ,w ,.0 as a,n ,a66 4w wr I 1m uu w16" 2m 17-0• (144� PRECAST 867 eo an 12u Iwo 2m aw awe 1r4Y (t/4� PRECAST 244 402 i87 ir-0' (1440 PRECAST 4n 4w m w , ,w w m 1254 10 4 21w 2w6 awe 470 em to ,w I wt6, w7e 18'i' 1 (on PRECAST 20 4n w 1m Na me tau fBMa tSi' (100') PRECAST 217 SB4 i10 ,ri' (I80� PRECAST 418 w 6a iw 9114. , 1w 4n 7w 7ae /m I= taw aw m m m 110 'All.f ,6a W-V (10" PRECAST z7e m w 1w ,an /ea an taw 1r-W (ISBN PRECAST 206 288 ISO 1r-0" (IBBJ PRECAST aw w s ra, w ua 442 7w IOw 1w MY 21V aw 410 m n7 IM 16a 74'd' (178� PIE8TRE88ED N.R. 101 M4 m Oat Ma 1R M i4'4r (I78") PRESTRESSED NR 284 iH 14'•B" (178� PRE81A688� 1w aM aN w M. 6w m 960 m 1 m 1a1 101 17M bw 7w tm IBM a4e 2M71.- IVW (1641 PRE NA "8 ,a1 NR Wt M4 rat IEW (184-) PRER N.R.2N 8 164" (1841 PREBT a4 aw m w m at$ on w M oil 1w 412 710 12M Ira am 2m 1Ti• (20� PRESTRESS® NR m m m m m m ITi' (20B•) PRESTRESM NR 194 64 1Ti' (20S') PtttY7A ,w m s w 4w w eel 740 M. 7w ,2n m 14n no w m Is tw ww 184•R Mn(292') PRESTRESSED N.R. 0R m ,a M4 19'-r (28P) PR681�8ED N.R. 14B 62 tfri' Mn PRE w2 tw 2w rw w m M7 m 847 M1 M 747 tan m m iw t0a iffi wfa 21•-C C 7 PRF$iRE88ED NA Mt NR Hal m m M4 27'i• R6e9 PRESTRESSED NA 125 42 21W Wn PRESTREOM 142 142 204 22 707 m w en 4w rn w w w 1w w aw w w 1144 an 27-W (204') PRE N.R Nt m m M, Mt Mt 2X'p (254') PRESTRESBEO4R.1 8 40 2r-0• XV) PRE61 1n to 1n an w s m sM 4w w w w w w w ns w 7w 1ai fw fw W4r MS-) PRESTROSED NA m NA m M4 m Mt tat 24'-0' (2BB� PRUMMISM 93 W4r (28s") PREFITIM� 1a In 211 267 310 Bit m 4,e w m m wrm m m w ew Iw tea124 (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (0) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 FIELD ADDED ARE PERCENT REBAR. -ALL VALUES TAKEN FROM `SAFE LOAD TABLES' BY CASTCREIE MAY 2016 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE B48TALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MINIMUM 4.OF BEARING PAST EACH BEE OF WWOOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCEM 16-0126.03 L—m—m—m—A—mm----a Lm-- m—m----- 0---------------J LIFT BEAM PLAN SCALE: 1/4' = V-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7744078 FAX 407-7744078 www.abdesigngroup.00m AA S: 0003325 � k F A b b i eusDm Se LOT ABBOTT PARK LOT #15 BLK #8 PROJECT* 04181.000-15081 MODEL 4EBB "1828-CALI" GARAGE 8111111MG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C DA�1'E"" 10/12, SCALE: 1/4"=1'-0" 8*M= S2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK L—jG 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR NP. NDBE" Tn ,#5 i. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \,\ PLACE STEEL HEIGHT. OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND aC� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST i#5 \,\"F' TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"X16" 5. p J��). COURSE SELOF BOND BEAM ID THE DOUBLE S OMIND ITTTED AND A LINTEL IEAM COINCIDE WITH S PLACED. THE STEEL LINTEL THE BOND BEAM �l REINFORCING FOR THE SOT -TOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. ,L P05�F(G� 8x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM •\O�� B EACH COURSE 8x8 BOND BEAM TOP OF • �OQrG�\� W/(1)#5 BAR .`; BOND BEAM F = FILLED W/ GROUT U = UNFILLED GROUT SOLID FROM TOP .pl\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH (�# OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. I!/ BEAM COURSE SEE NOTE 5 A 16-1 T/ 1 M/ B 8x8 PRE -CAST CONCRETE pkjo NOMINAL�� LENGTH OFIBAR=WWIDLTHOF MASONRY Q� HEIGHT # OF #5'S, TOP 6 BOND BEAM COURSE OPENING-2" n BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT OR G THAT XFXX- 1T/7W013 INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM Bx8 PRE -CAST CONCRETE SCALE: 3/4"=1'0 AND XFXX- 7TNM/08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W!O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX- 1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - 1T/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN2X3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK .145 MIN HEAD EEMBEDMENT WINDOW AEMBEDMENT SIZE .300 MIN 1 1/418' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" 2x6 (MIN 2 X 3) 23M6 TAPCON PRE -CAST 'a 1�" OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE ,300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18' O.C. MAX. MIN 1-114" ^ EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .3DO MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK. EA. END VCMUWALLSHEATHING EMBEDMENT TYPICAL MASONRY WINDOW SILL CONSTRUCTION 5ARCHWAY FRAMING DETAILS SCALE: 3/4" =1'A" r SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF - FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 AL :3/4"=1'-0" 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32760 PH: 407-774.6078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003326 z g y C iko a kb a R SVHDIN. as W711 ABBOTT PARK LOT #15 BLK #8 PROJECT/L 04181.000-15081 MODEIU 4EBB "1828-CALI" GARAGE SWMC;: RIGHT PAGE: DETAILS %160 MPH EXP. C aGL1LL11i[ell z[011*3 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9, PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7I8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 UBS 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. AVOtD PLACING ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN, FRAMING PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.ebdesigngroup.00m AA #: 0003325 y LA 4p b c r b C � gbg 6 4 4n '0 eVBDm AC LOT'. ABBOTT PARK LOT #15 BLK #8 PROJECT* 04181.000-15081 MODEL I 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: FRAMING PLAN %160 MPH EXP. C DmDrT A 10/12 120 DCALE: 1/4"=1'-O" SHEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOF/WALLJFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9)10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 TO HTSM20ND(4) B{2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOF/1NALL/FLOOR TRUSS ANCHOR WITH NOTE: APT SYP i2 2" z 4", 1d"x TRUSS AND (4)1I4" x 2 1f4" SHEATHINGTITEN d x 1 NAILS TO TRUSS x 1 }" NAILS TO 6", 8" x MAY ADDED 2 ANCHORS TO FASTENER SCHEDULE" DBL S DBL STRAP, 1 EACH SIDE WRAPS UP AND , GIRDER. PROVIDE 5" GIRDER. O W/ 10d NAILS, 2 ROWS, 3" NAILS, LINTEL CONT POURED LINTEL COOT OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C41) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", EMBEDMENT. USED IN CONJUNCTION WITH ADDITIONAL PLY MAX. TO GIRDER # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON (18) 10d x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED ACCOMMODATE PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS Wl 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL Wli010d TO TRUSS AND (4)1/4" x 2 1/4" ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN R CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4) }" x 5" TITEN HD TO CMU AND (12) SDS CONT POURED NTEL SEE ARCHITECTURAL }" x 2 j" TO GIRDER 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD B{7) SIMPSON FGTR GIRDER TIEDOWN WITH IX2 SECURED WI 10d TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA (2) }" x 5" TITEN HD TO CMU AND (18) SDS }' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3) i6d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }" x 57ITEN HD TO CMU AND (18) SDS }" x 3" 1X2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, 1-:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN, B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER 8 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8886 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c TYPICAL ROOF 3 GIRDER CONNECTOR(S) 47V-U' 2a 2b 2c SCALE:34"=1'0 GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T 8 G SUBFLOOR GLUED AND BRACE W/ (3)12d @ EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA7220 GAUGE COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING WI 10dx12 HOG NAILS 0'-0" TO 30'-0" (i) "X" BRACE SEAMS) 0 EACH END. TOTAL OF 10 30'-1" TO 60'-0 (3) "X" BRACE SECURE PT. PLATE (1)"X" BRACE @ CENTER l l TO WDIA. ' FLOOR (2)'7(" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" GIRDER 6'-O" MAX (W/1X4) FROM CENTER TO END, WASHER SET IN HIGH 9R 10'-0" MAX (W/2X4)* 2x WOOD FASCIA, STRENGTH EATO Y " SEE ARCHITECTURAL MIN. OC liLOOR 4 MAX. P lx4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG Fn TRUSS �_ BTM. CHORD BRACING, SEE P.T. STIFFBATRUSCK S PER O PLATE W/ 12d's 8" , 5/8" GYPSUM BOARD OR 1/2" HIGH PLAN FOR LOCATION NG) CONT. 2x4 SECURED W/ STRENGTH CLG. BOARD MAY NOT BE (2) t Ods ®EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) N a F REQUIRED TO BE INSTALLED 16d TOENAILS 10'-0' O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF MIN. 7" EMBEDMENT WOOD ROOF TRUSSES TO SLAB 8 (18) 16d x SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-12' NAILS TO POST., BOND BEAM REQ. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING °• 12" GYP. WL. BD. tx4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER - MAX., OR 2X4 BTM, CHORD BRACING END TYPE CONDITION, IF ° • 10'-O" O/C MAXSECURED W/ (2)10d COMMON NAILS AT EACH CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END NTERsecTIONTYP. 7 BTM. CHORD BRACING 6 PRE-ENG'D TRUSS scALE:3a"=1'-0" GIRDER/WOOD POST CONNECTIONS 5 SCALE: ° • �'- FLOOR TRUSS CONNECTION @ L.B.W. 4 SCALE: 3/4"=V-0" (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1/4-D HOLE EDGE >5/6' USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 216-0 SGL. STUD OUTERi 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN 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 OLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECT TO Fl AND F2 FORCES. HOLE DIAMETER E <3/5-D DBL. STUD STUD NOTCHING NOT USED NOT USED 11 ALTERNATE MATERIALS AND BORING LIMITS 8 SCALE: 1 1l2"=1'-0" 9 10 SCALE: 3/4"=T-O" i N. RONALD REAGAN 8L LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 �c kbk a b sunDiv. a# LOT: ABBOTT PARK LOT #15 BLK #8 PROJECT 04181.000-15081 HODEZA 4EBB "1828—CALI" GARAGE swi90: RIGHT PAGE: DETAILS %160 MPH EXP. C VTCR SPACING (1) AT EACH END II� 1� 1 2x4 BLOCKING BETWEEN TRUSSES VTCR AND V-O" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE WI (3)12d 0 EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'4" TO 30'-0' (1) "X" BRACE liiylj�l 30'-1" TO 60'-0 (3) "X" BRACE BRACE CENTER PRE-ENGGABLE TRUSS (1)'W' 9 111 (2)'W BRACE DIVIDED EQUALLY AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS UPRIGHTTSS OVER 4'-10" HIGH a (AS PER TRUSS ENG) � Ile I \ I 01 PLYWOOD SHEATHING, SEE I"I "ROOFIWALLIFLOOR \ 4 SHEATHING FASTENER SCHEDULE" SEE TYP, TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 'ems lx2,2x WOOD FASCIA CONNECTION PER /ENGINEEREDWOOD SEE ARCHITECTURAL TRUSS MFG, 2x SECURED W/ (3)16d GALV. COMMON NAILS. TRUSSES 0 24" O/C, 1x2 SECURED WI 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12"O/C ANDAPPROVAL SECURED W/(2)12d's@ PRE-ENGINEERED MASONRYEDBEAM SSCHEDBOND EACH TRUSS VALLEY TRUSS CONNECTION GABLE END PRE-ENG'D TRUSS 2 6cS. W/ HIP RETURN"`�"'1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POUREO LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's EACH TRUSS TO BE INSTALLEO @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL d N.RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 i r u� gbg- b j L L.... mo SUBDIV. As LOT: ABBOTT PARK LOT #15 BLK #8 PROJECT# 04181.000-15081 MODMIU 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C 0 DATF-RZ 10/12/20 SCALE: 1/4"=1'-0" SHEET S3.1B d& s Pw GABIF-END x 'AFL ROOF WIND DESIGN PRESSURES NET (GROSS) x9m rw- ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) "A"= W-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C, AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT S" O.C. AT INTERMEDIATE SUPPORTS, SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. CIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 (1 B-20 RINGS SCREW SHANK PER INCH) Sd SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS I- NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" COX OR 7/1 S' O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT T O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J i9 Y Z . 0 j . CD Z O . M TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RATER OR T R ASS —�-` ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE EN0 FRAMING 8d RING SHANK GUN NAILS . ?9 S" O.C. IN FIELD ` ACH O I G(O. . . TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS 0 12" O.C. IN FIELD or Sd x 21/2" SCREW SHANK PNEUMATIC SCREW -NAILS Q 12" 0.Bw(N FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED M CONCRETE SHALL CONFORM TO ASTM C33. MUOMUAAGGREBATE SIZE $HALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT PROVIDE B%NRENTRIdNED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017, Bih EDITION ALL E)0'09ED EDGES OF CONCRETE ARE TO BE CHMNFERED 3I4'. AL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 84#9L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL $LABS DNGROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FB =1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 590-731ASCE AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, 011, ASCE 7-10 AND RISC SPECIFICATIONS DRAWINGS SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE ELASTICITY = 1,/00,000 PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL Be PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6M EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SVP #2 THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-G- OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS"BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 90 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPW4, -DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPI/WTCA SCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 p8( TICAL BARS SHALL LAP 6 X BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 paf TOP CHORD ton- cunnt REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 26" 08 BAR - 36" WOOD TRUSSES. 10 paf BTM CHORD -non-mnourrant 05 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOVER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. TOP CHORD paf TOP CHORD (7 psfaf wl ASPHALT SHINGLES) (10 pa1 w/ No GYPCRETE) (7 (1 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 Pat BTM CHORD 5 paf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opaf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 paf WALL, TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pat WIND: DEAD LOAD SPEED MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (NICE 017) EXPOSURE C, RISK CATEGORY ID INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE(FBC ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: TWIT/, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pa/, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40pBf, GUARDS AND HANDRAILS: 200pa1, GUARD IN -FILL COMPONENTS: 50pat, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50paf, ROOMS OTHER THAN SLEEPING ROOM: 40pa1, SLEEPING ROOMS: 30paf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40W MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES' (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRICTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Ttn - 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN gpECI NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIXSHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. CFICALLY OURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF S'TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING TYPE "M" OR'S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270, HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1657. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING, SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORCAL STRENGTH DATA FOR EACH SEPARATE MX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUAM $HALL NOT EXCEED 5' * PRIORTO THE ADOTTION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM 044 OR MEASURING, MANG, TRANSPORTING, ETC CONCRETE TICKETS $HALL BE TIME -STAMPED WHEN CONCRETE I$ BATCHED. THE MAXIMUM TIME ALLOYED FROM WHEN WATER IS ADDED TO THE MX UNTILR IS DEPOSTIED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE ISA DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDNR WEATHER 14IT FOR A6 AND SMALLER 2' FOR#8 AND URGER C. FOR CONCRETE NOT EXPOSED TO WEATHER N4' FOR SUBS, WALLS AND JOISTS I.Irr FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9T8 EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B. Fy = 46 kM. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 Xal. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR B CK FASTENERS FASTENER APPLIUTXNI 9Ni TYPE SPACNG REMARKB APPLICATxxI B. TYPE BP 1w REMMa(S IrY PT FUPRtlJG TO MABONMICONC, UBE FMROENEO COIL NNLII LONG. d"Q'C GARAGE DOOR BUCK TO MABONRY/WNC. 1IA'DM NO WARNER TAPCONMASOMY FASTENER 11R'EMBED.,A-END DIST., I -EDGE.- BG,A.EXT. DOOR$ CASE HARDENED C00. 9'OlG WINOOWIOOOILFABTENEO GARAGEDO-MUCK 1T DM.W/ 1EMBEO..f END06T. x TSEENOTEB NNL 11?LONG. STAGGERED INTO MASONRYICONC, TO MABONRYKXWC. WASHER E%PANBpN ELT 1A-OIC TEOGED- WINDOW BuOK CABE HARDENED COL a'OIC WINDOWIDOOfGFABTENEO METALBTRAPT0 CONTACT THIS ENGINEER FOR SPACING Ix PT,BEENOTE8 NAIL 11IS LONG. STAGGERED INTOMASONRYICONC. MABONRYIOONC REQUIREMENTS EXT. mm DOOR BUCKhPT.BEENDIEa P)118OM WASHER TAPCOM FASTNER 1B'O'C 11/Y' EMBED, a'END, DIST.,1 fYf EDGE OIST. NOMBEANNG WOOD WALL TO CONC. SLAB 11P' EXPANSxx! x'EMBEO.PE- W/WASHER B0.T OIST.,SEOGEOISi. h Pf WBaJOW BUCK 8.138'PAF x21T a'OiC a'END11? NOTE$ Pt T09TEEL COL., BEE W/ WASHER STAGGERED EDGOEE DISISTbkR 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 MATERULL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT/ X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 44 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH:401-774'SO FAX: 407-77 www.abde6lgngroD AA M: 000332E Z74 r 1 as pj � k a BunDiv. Ae LNOT: ABBOTT PARK LOT #15 BLK #8 PROJECT 04181.006-15081 MODEL& 4EBB "1828—CALM" GARAGE OWMG: RIGHT PAGE: DETAILS 160 MPH EXP. C DA /20 BCA=: 1 11-0'1 BFIEET S Nj 10 ft Oob r Llqq - , ol rl-� Aw