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HomeMy WebLinkAbout7946 Broad Pointe Dr99 t408-DAKOTA 99 •� k rt yet/ I d f�alilt. ��00``!55`�a-Lplr `d�:,E L i ��•'1..„ r ���rV [ra-•�M1f CITY �'Onc 1NA CEP OMES REV'E ; n . JAW 2' 202 CITY OF PIA ( E" `A Nep - `. •- .. 12602 TELECOM DRIVE, TAMPA, FL 33637 Tool: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .MMI M CODE, IMEN'PIA4 BOIL 6TIl EDTP[ON (8017) -ALL LOCAL AND SPATE CODES .00CUPANCY —RESIDENTIAL GROUP R3 :CONSTRUCTION TYPE - VB ' MIN. INTERIOR FINISH — CLASS B -BASIC WDID SPEED — Vul1=180 MPH Vasd=124 MPH '�0 - O •1—STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL ABV. ABOVE LAY. LAVATORY ABC AIRCONDITIONINGM.C. LUMINOUS AL . ADJUSTABLE M.C. MEDICINE CABBJET AM ALTERNATE MIN MINIMUM "['UREA AMP AMPERAGE MIN MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTER LINE MTD. MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N.T.S. NOT TO SCALE cON CLEAR O.C. PROPER ER C T. CONCRETE P. PROPERTY LINE CPT. CARPET P.B- PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLY. PLATE DO. DOUBLE PR. PLYWOOD D.G. DUAL GLAZED PR PAIR DIA. DIAMETER P.T. PRESSURE TREATED DATE DESCRnMON ,,, BID ,�, ARCHITECTURAL SHEET DESCRIPTION 03/IB/19 ADDED iXb WALL BEHIND WASHER DRYER PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2A—ELEVATION "A" PG El —ELECTRICAL PLAN PG P1-PLUMBING PLAN 0641/I9 ADDED LED LIGFITS • KITCHEN i EIAlNW0116 064VIS ADDED &M PATIO OPTION 002AS DELETE AFCN IN kALLWAT PER MAR, 00R,E6 OV0V20 REPLACE U6P CCNECTORB UTN SR'F%M CONdECTORI 03AMO PLAN MAMENANCE O1NA/!0 ADDED RAM OVIORO ROOM TITLE CHANGE AND SPATE CODES D1M. DISP. DP. B.S.DOOR D.S DIMENSION DISPOSAL DEEP DOWNSPOUT R. BAD. RA.G. REF. RM. RISER RADIUS RETURNAIRGRILL REFRIGERATOR ROOM PG DI —DETAILS PG D2—DETAILS • STATE OF FLORIDA , PROFESSIONAL ARCHITECT: SQ.FT. CALC. S DYL. D.W. DETAIL DISHWASHER R.O. S.C. SOLID OPENING SOLID CORE IN DR PG D3—PRODUCT APPROVAL LISTING LIVINELEV. GARG '''� Ga FT• GFT. GARAGE 424 GL ENTRY Wp 00. FT. TOTAL 1848 Eoa FT. 8XV PATIO W Ga FT. ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. EA. EACH S.D. SMOKE DETECTOR ELEVATION S.H. SINGLE HUNG EQ. EQUAL SET. SHEET EXIT. EXHAUST SHTHG. SHEATHING FGJFX. FIXEEDGLASS SIM SIMILAR F.O. FUELGAS SL. SLIDING FIN. FINISH SL.GL. SLIDING GLASS FL L FLOOR STD. STANDARD PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS 1441 NORTH RONALD REAGAN BLVD. FLUOR. FLUORESCENT SWS SHEAR WALL PG WA5—NOT USED LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 FR. DR. FRENCH DOOR FTG. FOOTING GA. GAUGE GAR. DISP. GARBAGE DISPOSALT.O..O. TEMP. T C. SECTION TEMPERED GLASS THICK TOP OF CURB PG WA8—WALL ASSEMBLY DETAILS Fax: (407) 774-4078 - G.F.I. GL. GROUND -FAULT CIRCUIT INTERRUPTER GLASS T.O.P. T.YPICAL O.S.S. TYP. TOP OF PLATE TOP OFSLAB STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.1A—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HGR.ORHT HEIGHTADER W. WITHWASHER INSUL. INSULATION WD. WOOD INT. INTERIOR WOW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL UABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2—LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2.IA—DETAILS IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S3—FRAMING PLAN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.1A—DETAILS INFORMATION) TO THE ARCHPPECT OR ENGINEER FOR PG S3.113—DETAILS CLARIFICATION. PG S3.iC—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY PG SN1—DETAILS MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA k: 0003326 E h h O IA U13DM & LOTil BBOTT PARK LOT #14 BLK. #8 ROJECT* 04181.000-14081 l "'1 1408" "DAKOTA" GARAGE 8WING: LEFT PAGE: COVER SHEET 160 MPH 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 DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE 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%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANWOR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR 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 318INCHES 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 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF X- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TOCONTROL SOIL EROSION AS PER ALL LOCAL AND STA TE 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: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOOR 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. PLLNABINO 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 N..' 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 COVERSIGS 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 FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/7 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-CI063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-1 1 A & 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 RESISTAKr 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 CERMN 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1W 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 GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFrr$ 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. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 a 0 8UBDM ae I.OT: ABBOTT PARK LOT #14 BLK. #8 PROJECT* 04181.000-14081 OILODE - 1408" "DAKOTA" GARAOE 9WIIJG: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C as 38'-0' I Pwqmw _ o�ltttttttlo �olttttttttYtt!!o - o!itttt►ltilio� olttttttttttl'o i i p t:ll'll - H' 'll Cm i - s p r - i Q i - o i i - l 1 11 l r i o i ® 20 MIN e 0 o -/50LLARD- - - IREQ. �AS CODE L�a - � mm i i m i i `I ME � r tUl'll a'Is�no ollttlol ollttl�O mm olltttttttl!o l ollttttttttlfo I II i EXTERIOR MASONRY SQ.FT. CALC. S WALL BRG. HEIGHTS LIVNG 1400 SQ. FT. ® GARAGE 424 SQ. FT. 81-0' ENTRY Nb SQ. FT. TOTAL H348 SQ. FT. EuIO PATIO 80 S4 FT. ADDW &RMID�rEi29FORSO DdM OMMIE ZME 1111WHINOIAM RMAOI NO TWO FDOgOE MIIIL WINDOW t0 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA SGD. MIN. 41 5 31/-3S CRITERIA 16010 O.H.D. 1 112 1 5 1 282/-315 BASIC MIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONMDA1809M Ir TOP PLATE 0 �n DETAIL ('�A-�BAR SCALE, FLOOR PLAN SCALE: 1/4' " 1'-& 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 OPENMGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LEW THAN 1 3/8' (35 MM) M THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MMUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BI LONGWOOD, FL32780 PH: 407-7744078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 a o = aVHDxv. at W7, ABBOTT PARK LOT #14 BLK. #8 PROJECT/► 04181.000-14081 >, """'1 1408" "DAKOTA" GARAGE OWWO: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C 0nvT DATM- 10/15/20 aFIEET Al 16'-4'SLOG. HGT. SHINGLE ' ROOF 12 12'xi6' S FYPON BRACKET SIDING AS SPECIFIED (TYP.) OFF RIDGE VENT AREA OF ATTIC 2364 SIX Fr. NEf FREE VENTILATION AREA REQUIRE = 1/30D REQUIRE VENTILATION AREA . 2354/300 = 7Z8 VENTILATION AREA %SQ INCHES PER FT. (1441 2134.72 SOL IN. MIN. REQUIREVENTILATION .5X 113472 INUPPER PORTION OFAITIC - 56736 SOL IN, OFF RIDGEVENTIIATION AREA = 115 S0, IN. FERVENT 567.36 /115 70TAL#OF VENTS REQUIRED c IL93357 TOTAL #OF VENTS PROVIDE 5 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (E)(TERIOROF WALLTO BaTAOROF WALL, NO OVERHANGS INCLUDE) W-0' BRG. HGT. _ 8'-0' BRG. I-GT, W-O' BRG. HGT.soS'-0' BRG. HGT, IS'x63' DECO. �� SHUTTER 46 I i OPT. COACH 4B LIGHT 0 9 00 BAND E-1I 4' RAISED LEI n a I 0 0 FIN. FLR- —_ _—_ _— _—_—_—_ , 0'�0 FIN. _FUR 0'-0'FIN. FLR. _—T oO'-O'FIN. FLR FRONT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 OFF RIDGE VENT OFF RIDGE VENT S'-0' BRG. HGT. _---_ REAR ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH �I 0'-0' FIN. FLR., — �'-------------------------------------------------- 00'-V'FIN. FLIP - LEFT ELEVATION SCALE: 1/4 " I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT B'-0' BRG. HGT.o, _,o S'-0Q 63 RCS. HGT. I b'-6• I I -0• � I I 0'-0' FIN. FLR ---------------------- -----------------_' I I '0' FIN. FLR ----- RIGHT ELEVATION SCALE: 1/4 " P-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA 0: 0003326 R 24 h II 0 $ aUSDlV. ac LOT ABBOTT PARK LOT #14 BLK. #8 PROJ)6CT# 04181.000-14081 "" 1408" "DAKOTA" GARAGE SWING: LEFT PAGE: ELEVATION FI All 160 MPH EXP. C CT DATE: 1 /20 SCALE: 1/4"=1•-0" SHEET A2A ELECTRICAL LEGEND SYMMISOL DEFINITION NOTES —4--4 116V OUTLET 7e AMP SINGLE POLE IIOV OUTLET IWSV OUTLET in a cuum WMED 1n aWlrtcN GR lMN CUTLET Immar1) uLOlao FAUL NfERPRR eTA PPP PMWAW TTPE) 220V OUTLET (4) UM COMEGTION I1� GPI EN T. IYATEPROOF OUTLET GROUND PAU L Nf§FmmrT E EYITCN GUTC14 3-WAY OPEFL �4 SWTCII 4-WAY OPER a� I YIN.L P.A. �/ I. CEILING LIWT © LED CLG LIfd4T LED VAPOR GYP PROOF LIONT @ VP VAPOR PRCOF LgNT @ REOESSEO CAN eVENT. PAN I CM PER Sa IT, VENT. PAN WLIGNT I CFI PER SO. Fr. VANII LIGHT R2GUE (ePk's TIED or rRe`cE�eED) NIOND PLUORE T 2-eULe URAP • !SUER, E PINT.) 2' FLUORESCENT 4' R.UOFEBCEW p� X X W— C 4' TRACK LIGHT OG PANEL d. METER OSD. w4m DWMCTM WALL MOUNTED YTT.SMJL-IP 1�1 q•gKE DETECTORCAPOO WLyI ® own STONE �� rnaE-Da►lG1eD SLYLL M A OSTANCE 1 OP NOT LEER THM 4• ROD" WALL PENDANT LSM L� NAT IRAL GAB IDUILIrr TELERI" JACK 14 M A) JLS) \jL A D DSCQlECT c mc4 Nm= RcoNE 2111,11 NE ANY oN I� TELEVISION JACK can am O TO Of SUPPORTED N " YV OOif ACCORDAN""a J-11m AS MICN POR QW.NG sox CEILING 'AN.-' N M E! SIPPORw ON ACCORDANCE B MARKED AS SUDT FOR �1GG4 24• NCANDIKEM LSNT STEP nonnnn K' NCAI4pCSCE4T LIGHT STRIP nnLn• 41V BICANDEEC@R LOW STRIP PLoaD L GNT OPT: SECURITY KEYPAD • PA RUSH-d:TON FOR owes use mar • LOCATICI OF TV JACKS 4 PNOI! CURETS 4 PANS TO BE VERIFIED a NOPECUIER PRE-CCWTM=TICN PEETN01. • ALL S 4 20 AMP ISP ANDW CIRCUIT'S TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF MM rMw."ITIOkkk s�.om • ?0 AMP DEDICATED LAUNDRY GRCUIT, • OR a ISLAND MOT ON KITC4EN CNCUIT) • DS R146WM DSCCtECT TO OE LOCKOUT N PANEL • BAINROOM OGLALIST FAN TO NAVE MN CAPACITY OF 10 CPM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MEIOT! [�^ j2E71 UN • LADRY ROOM RECEPTACLE SHALL. e! OIaa1PID FAULT CNWWT-NTEIMWA-rER PROTECTION FOR PERSONNEL ON PEEDERS • WRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF PISCR -114 ED (2011 • ALL WIOW TO OOPPLY YSTN ELECTRICAL PROVEN" OF THE FBCR &TN ED r2M) • Au LaWale euALL eE BELEerED eY 1E111LDElE AND IFICIE CY) 2111 SU4 EDITION 1S4e4J ® OD. BEDROOMAI \ PRE -WIRED CLG FAN PATIO S/CO GREAT ROOM / PRE -WIRED / CLG FAN / -- L-- L \ / I \ I\ I I 1 ' \ \ 81NC DW I \ \\1 TV SWITCH IN I ( „•, �T ca 1— 42' P.B. FORD �\ AFF. GARAGE \ DOOR I F WALL MOUNTED j LIGHT W/SWITCH IN/ ATTIC / METER BOLLARD FIELD ASREOL LpCIFY (L PER BLDG. I I I I I I I 1 CA51NET / IGTCfIP1d / HOOD WIRE W/ 1 OUTLET FOR 1 FUTURE MICRO I I III\ // 11 I I I I II I II I II � II \ n \ n I II 1IOYER I / CODE GARAGE GFI A-'L IRRIGATION CLG. OUTLET • OUTLET 48' AFF. ----------------- COACH LIGHT ELECTRICAL PLAN SCALE, 1/4' a I'-0' BEDROOM#3 # \/ JPRE-WIRED 'T�C` CLG FAN / BATH M2 BEDROOM 42 \-7 RY 6/ ") PRE -WIRED CLG FAN WP Panel MAIN -A PANEL:RM8,m W.bnm*nr VOLTAGE: 1201240 V-IPh I&WU: 150 Amp M.C.B F EE DER: 1*1 CY THVN & 1-N Cu (G) In 11G' C. OR 3 M AL THOU! & 1.00 Co (0) In 1 UY C. atx Ex,n«Rapt«q GFl,pr7W I� x I ] Mgaur Fump , 6 sass 5ma CCUI x Y9 PANEL -A PANEL: 42 nr1. Masker VOLTAGE: 12W240V-1PY MAIWMAmp M.LO, FEEDER:3-et Cu THVN & 1-E6Cu (G) In 1 1/Y C. OR 3-ON AL THNN & 1-i8 Cu (G) m 1 WC. aalx Bm prax[ CYxMt NW Gall Yen I- m00 P m I e M oYG Y 4 »i� eR« isaY m xsaY was x nY alx xY One xiw ua Ism 11 12 1- aGFI x,s a1x xv aan GFl Re. , IZY ,sm x,x b14 f « BaOcpx &ab BaY p3 nFP Y00 w 5mG W CFI« m x p1Y 4 15 , — 1 era 101. Al.ip0 m il < 15 vnNen.pP eanrn U PFCI t tx ,� x'Ir«GFI ID :1z Is —on ,x In I Gee [pu Operer GFl D xn �,eYr„aexx"a,exFu ,xm x, ,mY �.Ya«a,� Spse x3 ID Bm Onn«s Ya„oen esa t5 , p,x a m Imo Im�pxwe arr m , au ae x41 lug s «vn a x59t 11 x on �o.Y ex ,roa.,raere,«txw'xomrnn, nGx xmm Lp.Y.xx.nma„aw r.n« .aar w'p auuwroa'mnxroru. •xnp ABBREVIATIONS: aa0: u+C FxuTCSaat «tErxnm,ER Ne: NY4CpNCaElm LOAD DN: GROIP'D FMRI WIERRWIER In. an�wall;dN1 %— ;.i-4 as aclpw 1ag1 LONG TJLCULATDN R WAKDON A'C NONCGWKmBlT LfIM as cpnrrx,extaeawels TaW wh) I Ow,wtl &Rae heN L,rM u nr' acs„e.F.« NDe swt 4224 at6lrvAJu100'E es 62N CkMP TOYYxaYc a P. R«Penan 9 477 4 B LED LIGHTING @ SINGLE LAV. BATH I I I LED LIGHTING @ SINGLE LAV. BATH 2 PROVIDE 3-2/0 CU, THAN a 1% CU N 2' CONDUIT OR 3 04/0 AL, THYN a 1% CU N 2' CONDUIT OR 2/0 AL. SIR (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE ISO All DISCCNNECT SWITCH AND 120/240 VC GENERAL NOTE81 M ELECTRIC METER N I PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE PSCR 6tN PANEL EDITION C20T7). LOCAL CODES, AND ALL LOCAL POWER COMPANY RECUREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THFN/THUN UNLESS I NOTED OTHERWISE. POWER COMPA TRANSFORMER PROVIDE ISO AMP, 120/240 VOLT, 1 PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) N 1.14" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 •2/0 ALUMINJN (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY, COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPWONE � � CABLE � EQUIPMENT I I I I SERVICEtITRACN ENTRANCE SERVICE ENTRANCE INTERSYSTEM BONDNO TERMINAL AT LOW VOLTAGE CONNECTIONS I A4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION C201T). 5/8" DIA X S FT' LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA S: 0003326 pr y I oi 4 r 0 L J sLTBDIV. Ae LAT ABBOTT PARK LOT ##14 BLK. ##8 PROJECT# 04181.000-14081 1 ""1 1408" "DAKOTA" GARAGE SKIING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C - - ------- E3. 0 � v FM SING DW 1 WG • I I I I I I O M 1 O 1 I I 1 �� � � 30'-II' 2'-6' 2'-8' '•II �1 �• OPL REF O ---------- rL II j� 1 I 2' VTR KITCHEN 2• VTI I I I — — — — — — — $IWC W/ AUTO VENT 1 In _ 1/2' 11/2' Iln' 0 3. I In 2 1 1 1/2' � TUB LAv LAV 3• In' 3• WC WG 3' SFNUI¢ WASHER 3 3 --- 3- Co w Ell ------------------ TO MAIN PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE. 1/4 . 1'-0' d N. RONALD REAGAN Bl LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003326 a r h RUM a atmDry as LOT ABBOTT PARK LOT #14 BLK. #8 PROJECT* 04181.000-14081 xoaE� 1408" "DAKOTA" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 160 JJPH E C 2X4 TOP PLATE PRE -FAD TRUSS VY TMIGK 2 COAT eas®ee�Ao Y CI'LI aE! in. Q.G. BOARD PLA T aTRACTUF,L FBI! R{NP016V1� 0"4111 LT TO MAGO W bo P.T. YD NOTE: STUDS IN 5' DIA. SLEEVE, �LACHM T FILL AD MIX PARTITIONS SUPPORTING DO NOT CUT Rta. 1/2' DRYWALL WALL HUNG PLUMMIM REBAR CA"AroamA GIALANT FIXTURES AND WALL PIPE SACKIIN Wu^MGTN' CABINETS SHALL BE NOT Mouwm ALL LESS THAN 2x4, WHERE BOND BEAM O NOT CUT �M, SPACED NOT MORE SOLID GROUT THE BOND 60LV STRI SECURE er. 2xa weaD 8=6 024• THAN 16' O.G. OR NOT W/ (U- '5 _ BEAM m'en•. u ew woo ww f-Al�TOODD TO w000 aatis Pale PLATE TO 6LA6 W/ I®a MASONRY \d LESS THAN 2x6, WHERE (2) COURSE REBARS AF"FWV'f ovoinCAL ALV.67� � ava °OOR erOTM" NAIL • 32' Oc SPACED NOT MORE `,. BY FA MAP. TO�x MAX THAN 24' O.C. r �°' ACIUM , r-GOING. GLAD _.. APPPSOVAL PM m'-m A. FN. FLR (2)TYP. INT. WALL NON—BRG. D 1 SCALE: 3/4•.I'-m' FIBERGLASS SHINGLES OVER -M FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J' O.S.B. SHEATHING OR }• COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE ` 2x FASCIA PER i -0 TYP. ELEVATIONS ON. VENTED SOFFIT I f � I 1/2' THICK, 2 COAT PORI LAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'•1'-0' ¢/S• GYPSUM E OR 1/2' HIGH STRENGTH CLG. BOARD ENERGY CODE FORMS ATION R-VALUES .RENCE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' OZ. 8' cm 1/2' GYP. WL. BD. - WOOD BASE — FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWb.0 ON I}' O.S.B. SHEATHING OR;' COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2B GAS LINE THRU BLACK ICAU, WWW FIBERGLASS SHINGLES OVER rM FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R9®5JJ ON i' Obb. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY P". TYP. 3 GARAGE DOOR JAMBS D1 SCALE: 2X4 SPF 24' O.C. MAX SECURE W/ (2)12d NAILS • EA. END 2x BLNG OCKIBETWEEN TRUSSES FIBERGLASS SHINGLES PER STRUCTURAL DETAILS OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON I}' Ob.6. STIWDACK AT ALL UPRfGA SHEATHING OR J' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER 1�_m. FASTENER SCHEDULE PRE-ENG WO. TRUSS TYP. MTL. DRIP EDGE Off. 2 PER ELEVATION x FASCIA PER ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS J/ VENTED SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG GABLE TRUSS PER ELEVATION WEEP SCREED S/S• GYPSUM BOARD OR In' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT AN MUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY REFERENCE STRUCTURAL ix2 P.T. FURRING STRIPS • 24' O/C. 1/2' GYP. WL. Do, S, Cr1U �— WOOD BASE 0'-0' FIN. FLR_ _ ° ° _ 0'-0' FM. FLR 0'-0' FIN. FLR < ° _ 0'-0' FIN. FLR D a cl•Itl m ,a W/ WINDOW OPENING B TYP. WALL SECTION CA-)W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: NO OPENING PER SECTION W5.1.1 - FOR ROOF TO LESS THAN 4:12, A 4 1—STORY HIP BLOCK WALL (2) LA ERLOPE$ 2:IUNDERLAYM NT SYSTEM 5 1—STORY GABLE BLOCK WALL D1 SCALE, 3/4•.I'-V' IS REQUIRED. FOR ROOF SLOPES D1 SCALE: 3/4'•I'-V' OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-774-4078 www.abdosigngroup.com AA M: 0003325 rc ro rn y7yY�� U c a " t avaa:v. ae LOT: ABBOTT PARK LOT #14 BLK. #8 PROJECT# 04181.000-14081 MoDmp 1408" "DAKOTA" GARAGE BWU 4G: LEFT PAGE: DETAILS 160 MPH M. C rQ 2X6 P.T. CENTER of DOOR HEADER SECORRD W (D 14' X 6' J-BOLT W 4' MN. &WEDI'ENT w 2' X 2' X VD' U)A%eIt t NUT opt UV (2) V2' X 6' ANCHOR DOLTS UV 2' X 2' X V6' UA"It 8 NUT OECWUE 2x4 ON RAT TO BILK ® U)/ MAGCNRY NAILS. 2X6 GARAGE DOOR 6= 650AM0 UV (S) V2' X 8' J-BOLT OR ANCHOR ® DOLTS, UV 4' MIN EMBEDMENT, UV 2' X 2' X IAY WASIEIR t NUT. (V UUTHN ►' OF Tor, (V WTHIN S' OP THE BIM, (S) R=Y SPACED. 6 Iml IE R Im 6 .-m NOTES• ALL ANCHORS SHALL BE IN AMDMANCE TO MANIPACTURE" MSTALLATICN INSTRUCTIONS UHEft NICW M6T!)OTION6 AM MOM 6TIW.IT GARAGE DOOR T BUCK ATTACHMENT teA,U, yr-v irri0 LA VX4' OR DO' P.T. NAILER Ix4 P.T. OR Y: X4' MIN. SECURE THRII FRAME t EXTEND 1-Y4 INTO BLOCK W/ V&' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT i-Y4 WITHIN W OF EACH END t IS' O.C. MAX SPACING \`DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLACK +3 4 OR +5 4 A SCALE, KTA. 2X4, m SECURE TO BLOCK W/,' TAPCCNS OR (MIN. SHANK SIZE J45 MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END t 18' Or- MAX SPACING. 2X6,m SECURE TO BL W/2-W&' TAPCONS(MINANK SIZE 145 MIN. HEAD SIZ�O MIN EMBEDMENT I Y49 WITHIN W OF EACH END 4 g• C.1U IB' O.C. MAX SPACING. Yj' DRYWALL 2X8,m ❑ VX4' OR PX2' P.T. NAILER SEAS BLOCK W/2-%. R CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) lu ATTACH TO 2X PER WITHIN W OF EACH END t MANUFACTURES DETAILS. 16' Or -MAX SPACNG. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +1-1 2" %1 1E!NDOR TO BLACK +1-1 " " ALE: N.T)3. 2X4m SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 30m MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t NOTE, STRUCTURAL 2X 18' OZ. MAX SPACING. MUST BE ON OUTSIDE t 2X6= SECURED THROUGH SECURE TO BLOCK W/J-%' NON-STRUCTURAL W6' TAPCONS TAPCCN MIN. I-Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , cm MIN. EMBEDMENT I Y4)• DRYWALL WITHN W OF EACH END 18'O.C. MAX SPACING.X4' OR PX2' P.T. NAILER 2XO-® SEAS JO BLOCK W/2(r' Ob.15. X 4' MIN. lMIN SHANK SIZE .145OOR CASINGMIN. I HEAD SIZE 300OOR JAMB OR WINDOW MN. EMBEDMENT I Y4)TTACH TO 2X PER WITHN 8'CF EACH ENDANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-1%lp" 1fL TO LOCK + - 8 C SCALE, RTA. 2X4:m SECURE TO BLOCK W/ 1116' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN 8' OF EACH END t NOTE. STRUCTURAL 2X ID'O.C. MAX SPACING. MUST BE ON OUTSIDE t 2xbm SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL 2)(6' TAPCONS TAPCON MIN. I-Y4 (MIN. NK SHASIZE .145 EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y49 g. CMU WITHIN 8. OF EACH END t Yj• DRYWALL 12 O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER SECURE BLOCK W/1-)X6' OOR CASING 80 [DOOR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN 8- OF EACH END t MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOWDMWBTo i1 BLOLCKK+22114¢" D SCALE, T.S. 2X4m SECURES TO BLOCK W/ j(6' (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN B' EACH END t NOTE. STRUCTURAL 2X 18' O.G. MAX SPAGNG. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK W/2-W.,NON-6TRUCTURAL V TAPO" TAPCON MR I-Y4 fMIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 g• cm MR EMBEDMENT i Y49 J1 DRYWALL 7p WITHIN 8' OF EACH END t 'X4' OR 1'X2' P.T. NAILER 18' O.C. MAX SPACING. a 2X8tmo SECURE TO BLOCK W/2-%- TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER IS' O.C. MAX SPACNG. MANUFACTURES DETAILS. N016 w Y "mm TO't!ls. , w OC9Oli'J DOOR JAMB TO BLACK +3" E SCALE. N.T.B. 2X4m SECURE TO BLOCK W/ 2)(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHN S' OF EACH END t NOTE: STRUCTURAL 2X 16' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6t: SECURED THROWN SECURE TO BLOCK W12-T)L6' NON-STRUCTURAL i(6' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) g. CMLI WITHIN 8' OF EACH END t fr)• DRYWALL DRYWALL IB' O.C. MAX SPACING. 2XB:m I'XW OR VX2' P.T. NAILER SECURE TO BLOCK W/2-%' ND 2X SECURE TO TAPCONS(MIR SHANK TRUCTURAL MEMBER 145 /(2A2d WITHIN W OF EACH MIN. HEAD SIZE 300ND ATTArw t 6' TO 8' O.G. MAX MIN, EMBEDMENT I Yi)OOR CASNG WITHIN 8. OF EACH ENDOOR JAMB OR WINDOW 18' O.G. MAX SPACING. TO 2X PER MAMPACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +3" W TO BLOCK + " F' SCALE, KTb. 2X4m SECURE TO BLOCK W114l TAPCONS(MR SHANK SIZE A45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE, STRUCTURAL 2X WITHIN S' OF EACH END t MUST BE ON OUTSIDE t 18' O.G. MAX SPACING. SECURED THROUGH 2X6,= NON-STRUCTURAL 116' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y: TAPCONS(MM. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 S' CMU MIK EMBEDMENT 1 )'4') 4-- DRYWALL WITHIN 8' OF EACH END t 18' O.C. MAX SPACING. •X4' OR I'X2' P.T. NAILER 2xst ❑ SECURE TO BLOCK WA-1/4' 7fi' Ob)S. X 4' MIN. TAPCCNS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOR. MM Y H®p TO Rllf .W'� fG0 NDT OCYD lt') DOOR JAMB TO BLOCK +3-7/38' A TO BLACK +3-7 18" C' rbCALE. KT.S. 2X4m SECURE TO BLOCK W/4' TAPCONS (MIN. SHANK SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t NOTE, STRUCTURAL 2X ID' O.C. MAX SPACNG. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK WA-1/4- NON-STRUCTURAL W6' TAPCONS TAPCON MIN. I-Y: (MIN. SHAWL SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 8' CMU WITHIN 8' OF EACH END t DRYWALL 18' O.G. MAX SPACING. D I'X4' OR I'X2' P.T. NAILER 2X&t SECURE TO BLOCK WA-1/4' P.T. X 4' MIN. TAPCONS OOR CASNG (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I YV) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t TTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +3 3/4" IlRND00 TO BLACK +3 3/4" as SCALE: RTA. 11 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA M: 0003325 a k StmDIV. a L 0 ABBOTT PARK LOT #14 BLK. #8 PROJECT* 04181.000-14081 HODMp 1408" "DAKOTA" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C IDATE.• 10/15/20 SCALE: 1/4"=1E&'T '-0" 8iI D2 StmDIV. a L 0 ABBOTT PARK LOT #14 BLK. #8 PROJECT* 04181.000-14081 HODMp 1408" "DAKOTA" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C IDATE.• 10/15/20 SCALE: 1/4"=1E&'T '-0" 8iI 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 12/32/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 23872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 23872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872912 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 20446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 20441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 108W.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 21496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 21495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 1053120 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 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 12019.1 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 FL186442 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.30 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 12/31/2020 FL 15332-115 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-114 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-115 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5694.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 22/32/2038 FL 1527920-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 12/32/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" 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/SIDELITE 2017 FBCR 12/31/2020 FL 92235 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LTTE DOOR 2017 FBCR 12/31/2020 FL 5891.4-115 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.1-97 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL15216.1-117 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FI 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 12/31/2020 FL 10477.1-R5 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/22/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 10/06/2020 i N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407.774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 a K� C WNW SVHDIV. & LOT ABBOTT PARK LOT #14 BLK. #8 PROJECT# 04181,000-14081 MODEAa 1408" "DAKOTA" GARAGE BI IIIJG: LEFT PAGE: PRODUCT APPROVAL LISTING 160 9RH EXP. C DA 10/15I SCALE: 1/4"=1'-O" SHEET D3 PIED coNITROL JOINT R-ANGE OF CQITROL dONTB Td BE WEED TIED TO LATH E V OU:. MAX (VMWrA b1PM DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYO)m EXCEPT 6TAPLE6 W SSE 6 TEMP CONTRROLLJOINT DURING INSTALLATION ------- FASTENERS TO BE SPACED • l' O.C. MAX VERTICALLY j' TMICIC, 3 COAT CEMENT PIASTER U3F! LAYER 4, PORTIPIBER BUILDING PAPER APPROVED METAL LATM FASTENED aT' (VERTJ OG. MAX AT SUPPORTS UM LAYER M, 6TUCCO 62eAr UIOOD SHEATMINNG LATH SMALL NOT ---- ISE 0ONTIM11 B v ro a• r• ro a• THROUGH CONTROL \ JOINTS BUT SMALL ISE 6TOPPED AND TIED AT EACH SIDE. PER A6TM CW63 PROVIDE BLOCKING TJVA4 PLACED FLAT AT MAX TO *' PROM coNTl6oL JOINT wMeN \ / CONTROL JOINT FALLS ON FASTENERS FOR LATH TO BE NAILS OIL! sTWJCTURAL STUD STAPLES IN COMPLIANCE W(A6TM CI063 2. WRE TIES TO BE (NO. IS) ®m419' WIRE 3. BLOCKING SHOUN MAY W IN ADDIT \ TO WALL STUDS REQUIRED PER PLAN '�� I lit III III I ll pull li I�II'll (I'll O"M" TYPE CONTROL JOINT OL PaO tNTLtAIO • PT. A ®FOLD OLFOLD - . Pl. A i CPUAE • 1 a�AOE • n. C ® 1P0.DMIWO.PT.A N. a46AO[ • PT. E ► OMAN • PT. O 4 POLO PT. c W!R Pl. E TLL PT. c Ta w" EOTTOM ILANNNE sE ROTTa+ PLanE ItIA,De TIEHT ORAL POLO.22 maSIT. j• T141M 3 COAT CEMENT RASTER (PRMlA N' 2 COAT Cvw PLADTIR (cm W® LAYER 4, FORTIPIDER BUILDING PAPER 0e4A't a Y) Ulm LAYER 1 STUCCO URMRRATe ON,T) NOM APPROVED E38LDING WRAP SMALL BE LAPPED A MIN11 M OF W • VERTICAL LAPS (ROLL Elmo) 4 6' • MORMONTAL LAPS. ALL SCAMS NEED TO BQ TAPED WITH FORTIBER SMEATMING TAPE / 1' MM LAP • M TAL "I \ LATH VERTICAL LAP TO BE V n n—Tn IT METAL LATH I STUCCO UIRAP WRD LAYER 4, FORTIRBER \ BUILDING PAPER I rp'T-APER LAP 6DALEr I Ia•.r-Ho• ® KICKOUT DETAIL m cnC1A1 STOP ! O&T) 4 m `Ol4LL R.Aft" : \ AL) ILNHL'N (eu \ AO 1 J 11 L o uT � "A' 'a" a. I awrAu I(IOfgR AT Eorron Q poop. IrLL INI.RaEDrgw TIN LAP. L ALL NOTE, SIDE LAPS OF METAL PLASTER BASES SHALL SSE SECURED TO FRAMMG MEMBERS. THEY SHALL BE TIED SETEEEd SUPPORTS WITH 004T*-IN. (121-MM) WIRE AT INTERVALS NOT MORE TMAN'Y (225-MMA AS PER A6TM CID63 ,)a1 FOR REPAIR OF TEARS IN WPM LAYERS, TEARS MAY BE PATCHED WA40USE WRAP TAPE PER MANIA. SPEC, OR PEEL 4 *TICK YIDOD 6TUC SEATHING 6TUC40 ]' TNICK 3 COAT CEMENT PLASTER FETAL LATH WRD LAYER 4, FOR(PIBER BUILDING PAPER URD LAYER 9, STUCCO UARAP WOOD SHEATHING OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRIS 4 TAPE OVER ROOF/WALL SCREED z 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING i (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. CUT AND OVERLAP ONE SIDE OF / WAP-ADMERMG MEI'b .11 PLASHING CUT AND OVERLAP ONE aloe OF STEP 01 STEP 02 PL�� RING MEMBRANE WR6 LAYER 4 6T1,1000 WRAP UPS LAYER 4, FORTPIDER DUILDMG PAPER METAL LATH I.". WO -ADHERING MEMBRANE PLADMIN OVER 4'x4' SELF-ADNERING PRMDRNffi INSTALL FASTERS (CLIPS, FLAOMMG OVER APPROVED 6TRAPS, STAPLED) AS HHw6E WRAP• RECAIIRED To SECWE R.ASHHMG m EXTEND ONTO PIPE PIPE/ WIRE TO FRAMMG 4'1t4. 6ELP-ADMERMG MEMBRAE PLASHING OVER APPROVED 440LI6E WRM. FL,a6HIWG TO EXTEND ONTO PIPE CONT. DEAD OF SEALANT _. INSTALL APPROVED HOLM RAP AIR N.T.S. SECTION PER SECTION R708.7 Ex 6hrYURta rE WrMm Exlerbr use of portlentl cement Plaster shell Gomply vAUh the application re,itil nls of ASTM C 82612A. Installaton of exterior lathing RM fremNg shall —ply NW1 ASTM C 1063-12A. TAIL (F LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER "2 (FORTIFI5ER ...... 5UILDING PAPER) METAL LATH x—x—x—x STUCCO L-� SELF-ADHE51vE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-103,11 / A5TM C-541-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 y Yt� L a 9VSDIV. de IAOT ABBOTT PARK LOT #14 BLK. #8 PROJECT* 04181.000-14081 xo "'1 1408" "DAKOTA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 16 PH BACKER ROD BACKER ROD WRB LAYER 1, fwuccd WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. BECLI94M OF FLASHING TO BE, L BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROIAdD VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Ys' CAULKING • JOINT ALL AROUND PER SECTION R703.7 EAedw Wtft and p�eterMp Exterior use of portland cement piaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. `— HOODED VENT ' Ij' THIOK, 3 COAT CEMENT PLASTER METAL LATH UPS LAYER 42, FORTIFISER BUILDING PAPER WOOD SHEATHING 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 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING MIT PREMANUR 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 ADHESP FLASHING (INSTA PER MANUF. SPE BUILDING PAPEF UNDER 'QUICK FI A VENT PENETRATION SCALE, N.T.S. CUT OPENING IN APPROVED WOUSEWRAP FOR BOX INSTALLATION WIRE, LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED WOUSEWRAP ELEC. METER FIELD 1 BELOW VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FAI AND ONE (1) LAYER OF PAINT EDGE PRIOR TO INSTALLING ELEC. METER NICCii I V RCC.CIYC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM "——c" R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-Z OVER 60 MI GRADE '0' FELT-F'ROVI SEALANT AT JOINTS AND INTERSECTIL STEP #1 STEP #3 WOOD SHEATHING LAYER 1, STUCCO WRAP LAYER 7, FORTIFIBER BUILDING PAPER METAL LATH WOOD CONSTFeICTION -FMISN a WOOD FASTEN TO WOOD STRJCTURAL MEMBER 0 T' O.C. MAX S' CrIU w-eartn 6' WIDE STRIP SELF ADFESIVE FL464M, CLEAN MASONRY BEFOFIE APPLYING k�—TEXTURED FINISH s MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK( e' WRB LAYER 'I, STUCCO WRAP CUT 'X' INTO X. SELF -ADHERING 1 MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRS LAYER 1 5TEF #2 WRS LAYER h, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED WOUSEWRAP WRB LAYER 42, FORTIFIBER BUILDING PAPER STEP 1*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 32780 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #E: 0003325 R r a k U FABBOTT �T PARK OT #14 LK. #8 ECT* 04181.000-14081 MODE�e 1408" "DAKOTA" GARAGE 8111rMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH W. C LEGEND DRAINAGE PLANE (LURB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - CLIILDING PAPER) METAL LATH x—x—x—x 5T UCCO SELF-ADHESIVE FLASHING - - - - - 2 1/2' CORNER BEAD (FASTENER 4 SPACING * '1' O.C.) CMU V TNICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 B�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngmup.com AA A: 0003325 a c stMDzv. S. X,0 74 ABBOTT PARK LOT #14 BLK. #8 PROJECT# 04181.000-14081 ID""1 1408" "DAKOTA" GARAGE BMWO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH ER. C LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) LURE, LAYER "2 (FORTIFIBER — • — • — -- BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING UKX)D SHEATHING WEATHER RESISTIVE DAARIER 9 MATI.OIER FtESISTIVE. X? �VELAL� BIDMG / i I / \ FLASHMG 41ERIlYn NMI R 6 \ ` UURAT14EM PE818TIVE EAPMSTARTER eTwP / \\ \\ :t WEATHER WEARIER (RESISTIVE \ \ \ RMG RL \ GALV'D METAL GALV'D METAL W FLASWW. ' FLASHM6 Oft M6Tmm mEma R ` STtIfLo CASING v / \ L" I Y' X •' SUMJLATED Mal \� SEAL GAP W/CALLKM6 / OR APMWVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION 19 - 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 FM: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 a ro Am 0 �o _—_ . -- ----------- -. _ I / - 2x& SUB-BANb W/I'x4' NOTCH A N END, WRAPPED IN PEEL 4 STICK !P DRIP EDGE I e I\\ 1/8' TEXTURED I \ \ FINISH A WOOD I \\ 1 1/8 1/2' TEXTURED FINISH a CMU j \ \ \\ V METAL FASCIA \\ , WRAP),,- FROM \ I !a STUCCO, I' FROM \\ WOOD WALL _EXTERIOR WALL \\ (FRAME OR CMU) \ NOTE: NOTCH FOR 2Xfo \1 SUB BAND ONLY ®ELEVATION k lE L) N )4 1/8,TEXTURED FINISH • WOOD, VP TEXTURED FINISH • CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x OR CMU WR8 LAYER M, x x x x x x STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x WRB LAYER -2, FORTIFIBER x x x x x x x x x x x x x - BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU sxb am BAND ;q ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK our x x x x x x x x x x x x x (REFERENCE POINT ©p *' I �I ONLY FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED \\ FOR CLARITY ;—ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL 24 VNOT INTO STUCCO) " 1/8' TEXTURED FINISH A / WOOD, 1/2' TEXTURED FINISH m CMU 2x& SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND WA'x4' NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0 WALL 3 SUB BAND DETAIL ® WALL W/KICK-OUT 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 OR CMU KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA4'x4' NOTCH B END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA #:0003325 a X C P073,17 Z I,OT ABBOTT PARK LOT #14 BLK. #8 PROJECT# 04181.000-14081 MODEP 1408" "DAKOTA" GARAGE SwiNG: LEFT PAGIC: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH LU. C X C P073,17 Z I,OT ABBOTT PARK LOT #14 BLK. #8 PROJECT# 04181.000-14081 MODEP 1408" "DAKOTA" GARAGE SwiNG: LEFT PAGIC: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH LU. C 38'-0" — — —1 33 10" I w3 112" €o w I 4" w I 4" CONC. CONC. $ z SLAB 0 wl SLAB a Iw �0 T' OP OF 3 SLAB Bo 1.1 — — — — — — — — — — — — — — — — FM-12X18 — — t"• -� 9'-0" 6'-0" 6'-2" 1 V-2" I I 0^TOP I ' 0 OF I SLAB I 0 & o --- I = c� 4" PVC CHASE O - 0 Fn ILL 26'-9" ' I •I I. 1 I. 1.1 I EXTEND im SLAB 1 1/2" L---- —TE2-- J V 8 2'-8" 9'-5" *-5 1/2" I l 3,-5" 5 I m LLI I I � .- N U N tO • ILL W r4" CONC. m I I i SLAB w WI I' *3 1/2" I EXTEND — _1/-2" • 1/7 6FM-112Xl8 LrFMC- 2X18 JII FM12X18 - 4'-2" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE -4-9. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION i4-0", 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. 11.13INDICATES #5 BAR, MINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #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. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = 2.000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER'? OF SLAB SUPPORTED X-0" O/C MAX. SEE PLAN FOR W WM SIZE, INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 WIAXW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TEA 8^ SEE PLAN 8" (1)#5's (+)0'-0" TE-2 12" SEE PLAN 8" (2) #5's (-)O'-0" FM-12x18 12" CONTINUOUS 18" (2) #5's (+XI'-0" FMC-12x18 12" CONTINUOUS 18" - (2)#5's VARIES F2-2424 2C 24" 12" (2)#5'3 (2)#5s (-)0'4" 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 rd v a unDIV. Aa LOOT: ABBOTT PARK LOT #14 BLK. #8 PLLOJECT 04181.00� 14081 MODEAa 1408" "DAKOTA" GARAGE SOLING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C 020 A.A NO DATE"" 10/15, OCALS. 1/4"=1'-0" SHEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING Z }} - .. Z STEEL REINFORCING IN GROUTED ..1 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND — - — Q d CELL SEE PLAN FOR SIZE AND p SPACING REQUIREMENTS U SPACING REQUIREMENTS U W �v. �I1�z °^ GARAGE DOOR W � —ram .I w� RECESS m z CL ul 6 1 r FM °, 1 w e" o_ 0 z . 8" CMU WALL O 8" CMU WALL , CORNER BARS, SAME SIZE AS LARGER BAR >I I W O o ? 0'-0" ° IN FOUNDATION WITH 30" LEG EACH w U ' • TOP OF SLAB -+° WAY AT ALL CHANGES IN DIRECTIONS I ., - °) SO THAT THE STEEL REINF. IS CONTINUOUS U N j TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS vl °I CURB FOR • .! - .' . a EXT. PORCH SLAB SEE SLAB SCHEDULE—Y BAR SIZE 48 BAR DIA. 4- CHAMFER (1-STORY) 18" - EXT. PORCH SLAB -VARIES SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER ° LL IE '- o. I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 7;0 AT ELEV: W/ 1/2" IS. • JOINT (WHERE . - 6' CHAMFER (2-STORY) #q Y4• W/ IY1, ISOLATION (1STORY) 6" CHAMFER (2-STORY) .: APPLICABLE) Z SEE SCHEDULE #6 30" JOINT (WHERE.✓: APPLICABLE) Z -• a SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE #6 36 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" v EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=1'-O" n 2 @ GARAGE-ALE:31-1'-0" 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-D" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 49' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ 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 j N NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE C SECURED Wl2- PART SPACING. SINGLE BTM. PLATE 1/2"x9" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. 2" CAPPED d g EPDXY. MIN. EMBED TO BE PT, PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE 8T. PLATE TO GALVANIZED PIPE -� 8", LINO g PLATE EPDXY 5-112" EMBED. MIN. ®i6" DC SLAB W/10d MASONRY W/FLANGE BASE Q a FOLLOW ALL MANE U) o: SPECIFICATIONS FOR SIMPSON SPH4 SPH6 MAX NAIL 16" O/C STAGGERED. ADDITIONAL METAL U Q I USE AND BTM AND TOP PLATE LA CONNECTORS NOT H PREPARATION OF U x ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL REQUIRED WHEN NO HOLE. w U HOLES, DO NOT USE 10d Lu to UPLIFT IS PRESENT. w SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4" p �"' x 3" C SEE SLAB SCHEDULE K SEE SLAB SCHEDULE TAPCONS m QO q TOP OF SLAB � . TOP OF SLAB 4" CHAMFER (1-STORY) - 6" CHAMFER(2STORY) .�. _ _. e s •�q_, _a d—c_ �.• <4e e EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY BOLLARD MONOLITHIC FOUNDATION �11NTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 5 6 — 8 SCALE:3/4"=V-B" (W/ UPLIFT) SCALE:34"=1'-O" scALE:3a°=r-r' scALE:3a"=,-o" (NO UPLIFT) LAP TOP PLATE A MIN. OF 48" 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 0_ PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO O BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL ¢m w 16" O/C STAGGERED, ADDITIONAL METAL U a CONNECTORS NOT 0 U REQUIRED WHEN NO O 8" CMU WALL UPLIFT IS PRESENT. a _ • TOP OF SLAB SEE SLAB SCHEDULE Z SEE SLAB SCHEDULE +- 0'-0" Z — TOP OF SLAB g "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND • 111!ll,,••••���� POURED MONOLITHICALLY WITH ° * • FOUNDATION AND SLAB '^^-4^j SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO - INTERIOR FOUNDATION WOOD WALL OTING AND COL. PAD 9 SEO S°ALE: 3/4"=V-0• (NO UPLIFT) SCALE: 3/4"=l'-0" 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774-4078 WW"bdeslgngroup.00m L AA #: 0003325 VR C V IA UBDIV. ae LOT:BBOTT PARK LOT #14 BLK. #8 iOJECT#L 04181.000-14081 MODEAa 1408" "DAKOTA" GARAGE 81►IMG: LEFT PAGE: DETAILS 160 MPH EA C of OCT, IDA 10/15, BCALE: 1/4"=1'-0" B*mzT S1.1A 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 wwwmbdeslgngroup.com AA #: 0003325 a F b q F aysa:v ag Laril ABBOTT PARK LOT #14 BLK. #8 PROJECT 04181.000-14081 >1 D 1408" "DAKOTA" GARAGE 8WING: LEFT PAGE: DOWEL PLAN 160 MPH E C DOWEL PLAN SCALE: 1/4" = P-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELE Z e iv .a CLEAN OUT REQUIRED Q FOR INSPECTION o] - 0'-0" FIN. FLR. +� •a TIE ERTICAL RE BAR .. TO HORIZONTAL ° REBAR WI 10" HOOK BAR SIZE 48 BAR DIA. _'II`� Z W #3 IT >> #4 24" .0 #5 30" #6 36" aT ar' HORIZONTAUVERTICAL REINFORCING � SCALE: 3l4"=1'-0" EXT. PORCH SLAB W/12"ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 SPACING REQUIREMENTS a�a mU Z 8"CMU WALL 00 6 I SEE SLAB SCHEDULE Z w BAR SIZE 48 BAR DIA. > 4" CHAMFER (I-STORY)18„ O 6" CHAMFER (2STORY) ' ♦ #4 24" Z MATCH STEEL #5 30" REINFORCEMENT p6 36" PER SCHEDULE SEE SCHEDULE FOR WxD,R SIZE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3!4"=1'-0" NG REINFORCEMENT PER SCHEDULE #5 BARS m1 ,. 8" ,. CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7746078 FAX 407-774-4078 www.abdosigngroup.com AA #: 0003325 a sUBDIV. ae I.oT: ABBOTT PARK LOT #14 BLK. #8 P1tOJECTtM 04181.0 0-14081 >t[ ""1 1408" "DAKOTA" GARAGE 811ING: LEFT PAGE: DETAILS 160 MPH EXP. C of - C•0 ,.�. DATE: 10/15/20 sCA X: 1/4"=1'-0" 811EET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (Ps) SIZEW.H REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS B" PRECAST & PRESTRESSED U-LINTELS 4NP�9898 SAFE LOAD - POUNDS PER LINEAR FOOT �91'�IMlS SAFE LOAD PLF TYPE r44s ens4eI 2F74o2 I 4F7po9 I W24-09 I &NOB IeFaare.I TYPE — I — lRriA LENGTH 3.4' (421 PRECAST 2231 4'4' (491 PRECAST 1986 4'4' (541 PRECAST IBIS sr' (841 PRECAST 1217 8-10- (70') PRECAST 1062 S'4' p91 PRECAST 90e r4' Rn PRECAST 743 W4' (1121 PRECAST 554 10'4' (128) PRECAST 473 11'-4' (138) PRECAST 382 lX4r (1441 PRECAST 337 IV-4- (1801 PRECAST 2W 14'-0' (1S81 PRECAST 279 14'4' (1781 PRESTRESSED MR 164- (1841 PRESTRESSED N.R. IrA. am PR68TRBSSED N.R. 18'4' Mn PREFrRF88ED N.R. 21V' On PRESTRESSED N.R 22'4' (264') PRESTRESSED N.R 24'4' PRESTR698ED ff-TnI=I=��r=—,MCr OKzmmO© NKME mm0000 0�©omo©I m®DD�OG"Ii �0momo�c mmoK::m i�m000c�c�i O�m00m ommoo�! oo�o©ov ommom�+Q* oommo®v OEEMmmOmO ��D�m00 ©omomov ®�m000 �OmmO®0 ©0�0�00 ELM00SEM�0� (2391 N.R. In 1 200 1 4n 421 W ton tat (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM SAFE LOAD TABLES' SY CASTCRETE MAY 201E EDITION -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS 3b' (4:M PRECAST 10251 1024 1 1596 V-V (48') PRECAST 786 753 1309 4'4' (541 PRECAST BIM $91 1073 S4' (641 PRECAST 411 411 746 V-10' (RIP) PRECAST 340 330 510 6'4- (W) PRECAST 6m 721 490 T4' On PRECAST 424 634 363 94- (112') PRECAST 328 512 230 10'4' (12r) PRECAST 264 401 IS0 11'4' (1301 PRECAST 260 462 164 12'4' (1441 PRECAST 244 402 137 18"4' (1W) PRECAST 217 324 110 14'-0^ (1681 PRECAST 2D6 203 100 14'-C (1781 PRE67RESM N.R. 204 91 13.4' (1841 PROD N.R 259 83 try' (20B') PRESTRESSED N.R. 194 64 19-C Mn PRESTRESSED N.R. 149 62 214. On PRESTRESSED N.R. 125 42 224' (2641 PRESTRESSED N.R. 116 40 24b' RSS^) PRESTRENED N.R. 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT m�o�000 �ODOD®0. ©m00000 oo®o©i�o oo��Q+oo wopp MEW OMEN ©ES!QI�@" �cr_ cr_ sacrs�m-! @1 _ O�iF!Q�GT1Cl��i �1�T� . , ®"QKO".1==W319 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • PRUDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE* 16-0126.03 r------------ 1 1 BF16-1T/olWoBOM/OB 8F16.1TlOMIOB BF18-1 TlOMIOB � ♦ 1 1 1 ♦ op ♦♦ 2 1 1 I/ 41, ♦♦♦ 1 / 1 1 ♦♦ I 1 ♦ GT ♦♦ 1 I 1 40 ♦♦♦ 1 I I 1 ♦♦ I 1 / ♦♦♦ 1 I I 1 ♦♦ 1 / ♦♦ 1 I 1 ♦♦y / i m 0 1 I 1 1 U.N.O. PROVIDE BB1 1 1 WHERE ROOF TRUSSES 1 1 BEAR, TOP OF WALL 1 EL. 8'-O" U.N.O. i 1 1 1 1 1 1 1 1 1 1 i A♦ 1 ; 1 ♦ ♦ 1 i ♦ 1 1 L-----� / ♦ 1 1 ; ♦♦ 1 1 / ♦♦ I 1 ♦ 1 1 / ♦ 1 1 I ♦♦ 1 / I 1 / ♦♦ I 1 / 1 i / GT / I / j BRF14-lT/OM/08// 1 1 1 , I i 1 / 4.8" 8F8• 1T/OM/OB 1 i 8F20.1TlOM/1B i 1 BF16-1T/OM/OB I 1 1 4 ____________________________6_________i LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N.RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdoslgngroup.com AA N: 0003326 q aunDiv. to IAT: ABBOTT PARK LOT #14 BLK. #8 PROJECT# 04181.000-14081 MODEP 1408 "DAKOTA" GARAGE 9WING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C aunDiv. to IAT: ABBOTT PARK LOT #14 BLK. #8 PROJECT# 04181.000-14081 MODEP 1408 "DAKOTA" GARAGE 9WING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYR 8"x6" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m—i>t5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT �\N REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND NG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6.. UCOMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. *�k / tgi$ f�t8x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM ' EACH COURSE G Bx8 BOND BEAM TOP OF W/(1)#5 BAR .y; BON O BEAM I F = FILLEDED GROUT I\ �\AC U =UNFILLED GROUT SOLID FROM TOP .p1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE �K//% /� SEE NOTE 5 \� 16-1 T/ 1 1 V I/ B 8x8 PRECAST CONCRETE S $ LINTEL W/ (1) #5 BAR (L2) �Q NOMINAL—�� Q� HEIGHT # OF #5'S, TOP LENGTH OF BAR =WIDTH OF MASONRY a QPE"'NG-2" BEAM DESIGNATION IT IS THIS ENGINEERS INTENT BOND BEAM COURSE OR n THAT XFXX- 1TI WOO INDICATES A DOUBLE BOND BEAM #OF Ill BOTTOM 8x8 PRE -CAST CONCRETE 2 SCALE:34"=1'-0" AND XFXX 1TIOM/08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W O STEEL (Li) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX- iT/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX- iT/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SIZE.145 MINWINDOW AF SIZEEN.300 MIN EMBEDM NOT 1 1/4") B" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2-3/16 PRECAST "a 4" _ OR DRIVE PIN)(M N 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 1-1X' EMBEDMENT 7 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE ,300 MIN EMBEDMENT 1?2X4BLOCKING1/4") 8" FROM EACH END ANDO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4"PER BLK. EA, END EMBEDMENT OSBHEATHING TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE:, ill"=1'-0" ARCHWAY FRAMING DETAIL rJ •J SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdestgngroup.com AA#: 0003325 O Q qll C BU13DM dt LOT ABBOTT PARK LOT #14 BLK. #8 PROJECT# 04181.000-14081 IsoDE"e 1408" "DAKOTA" GARAGE DWING: LEFT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD:. SIMPSON H1OA OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL. AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 RS36.177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH ENO UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER/ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8* FROM THE CENTER OF THE COLUMN. CJ1 4 CJ3 CJ5 to ,1 A A2 A3 A4 A5 1A A 1 ATT A7T A7 A7 A7 A7 A7 A6 A5 A4 A3 A2 1A A1G .1 CJ5 4 CJ3 CJi 1 li 1 _ 0 C� I' 11 ___.... i I i 1 I III ww FRAMING PLAN SCALE: 1/4" = V-0" � ����� �J 1A 1 CJ5 CJ3 CJ1 Vj MN , N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 S R BVHDIV. at L ABBOTT PARK LOT #14 BLK. #8 PROJECT# 04181.000-14081 MODMP 1408" "DAKOTA" GARAGE SWiMG: LEFT PAGE: FRAMING PLAN 160 MPH EXP. A{l) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d z 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE"ROOF/WALUFLOOR S-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 }" NAILS TO TRUSS SHEATHING DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" OVER TRUSS (NOT SHOWN) C{l) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", (16) 10d x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" WITH (12)16d x 3 J" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO 1 x2, 2x WOOD FASCIA ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED WI (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES 0 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" 0/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) SCALE:3 "=1'-0" # 1100 UPLIFT SIMPSON HTSM20 W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 19 UPLIFT (2) EDONSIMPSON HTSM20 INSTALLED ON PRE-ENG TRUSS OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND H R4" z 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND SEAM CONT POURED LINTEL TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=V-0" 6'-0" MAX (WI1X4) OR 10'-0" MAX (W/2X4) lx4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION 7 4 V yay MAY NOT BE REQUIRED iv p'J, 1— STM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING V-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'4" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. ^ BTM. CHORD BRACING / G L v SCALE: 3/4"=1'-0" NOTCH DEPTH 1/4"13 �°/� HOLE EDGE>s/9' HOLE DIAMETER THE USE OF ALTERNATE MATERIALS MAY BE <2/5'D SGL. STUD USED SO LONG AS THEY CONFORM TO THE °F OUTER 1/3SPAN FOLLOWING NL ONLY HOLE EDGE>5/8" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _ A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE ol 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 BTM. HOLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE < 3/5'0 DBL. STUD SUBJECT TO F1 AND F2 FORCES. STUD NOTCHING r� AND BORING LIMITSALTERNATE 0 SCALE: 1 1/2"=1'-0" MATERIALS 11 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdeslgngroup.eom l AA #: 0GO3325 a C mm I"BUIMM ae LOT: ABBOTT PARK LOT #14 BLK. #8 PROJRCT# 04181.000-14081 i D""1 1408" "DAKOTA" GARAGE 9WING: LEFT PAGE: DETAILS 160 MPH EXP. C PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG') 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 B" O.C. MAX CONC.POUREO LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA W: 0003325 A i a p ounDiv. ae LOT ABBOTT PARK LOT #14 BLK. #8 PROJECT# 04181.000-14081 """1 1408" "DAKOTA" GARAGE SKIING: LEFT PAGE: DETAILS 160 PH EXR C DA I : 10/15/20 SCALE: 1/4"=1'-O" SKEET S3.1B VTCR SPACING (1) AT EACH END 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 1'1'I 30'-1" TO 60'-0 (3) "X" BRACE "X" BRACE PRE-ENG GABLE TRUSS "it ti (1) @ CENTER 111 (2) 7' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND �� FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH a (AS PER TRUSS ENG) Ila I I i \ 0 II PLYWOOD SHEATHING, SEE I-� "ROOFIWALUFLOOR \ IL SHEATHING FASTENER SCHEDULE" Li SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW tx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C. 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS COMMON NAILS G., FORREVIEW2x4 RAT RUN CONTSECURED 12" O/C O/C AND APPROVAL SECURED WI (2)12d's PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS r1 G SCALE: N.T.S. � W/ HIP RETURN SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN 61 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M. 0003326 Z 81umm ae LOT: ABBOTT PARK LOT #14 BLK. #8 PROJECT* 04181.000-14081 "E 1408" "DAKOTA" GARAGE 81►ING: LEFT PAGE: DETAILS 160 MPH EXP. C OCT, PRINT 10/15/20 DATE: 8CAIX. 1/4"=1'-0" SKEET s3.1C f I w 1, -9 GABLE -END HIP rtoDF A`-�1` ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE776-- ZONE 1 =18.52 PSF (28.52) ZONE 2 = 32.73 PSF (42.73) ZONE 3 = 56.14 PSF (66.14) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:"C" RISK CATAGORY: It APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/i6" O.S.B. OR IQ" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN, DIA. SHANK TENSILE STR. SHANK Sd RING SHANK, 2112" 0,120" 170.000 RINGP RINGS (!R SCREW SHANK I PER INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXIERIOR SHEATHING USE 1/2" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" 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 I< ........... J Q Z LD Z U [] U w Z C, w U Z Z 2 �U Z S O U Z y 0 Z b C� ZW w a w Z ¢¢U T�70 0 Z� C m . J J Q Z Z 3ul Z ul O nU Cz Q Lu U �0 S Ur U z $ W p �Z DO a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS R!)OF RHFATHING I'llll'11111111,-� ,t m���W 11 MM\ 11 mmmk'l'llll' ROOF SHEATHING LAYOUT AND ENOWALL BRACING F GABLE END FRAMING 8d RING SHANK GUN NAILS - iq 6" O.C. IN FIELD ` SHEXTPINSHEATHING (O.S.B. TO BE STRUCTURAL GRADE �-• Sd RING SHANK GUN NAILS Q 12" O.C. IN FIELD or So X 2 1 /2" SCREW SHANK PNEUMATIC SCREW -NAILS Q 12" 0.6,.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 740 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. 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 SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 PSI 20 psf TOP CHORD HKN1-WnCUDBnt 10 PSI BTM CHORD -non-concurrent DEAD LOAD DEAD LOAD ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/Y. PROVIDE A%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: NON-BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFEREDWC. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE "K CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SlAB80NGRDUNDWH RE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FD = 1100 PSI AND A MODULUS OF DRAWINGS SEAMS LAPPED 61NCMES AND SEALED WITH ADHESIVE TAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES S OF 0.25 PCF OF A BORATE PRESERVATIVETREATMENT: DISODI CORROBORATEHALL BE RATEDTEOTRAHEDRARETENTIL(DOLEVELWOOD FORM -WORK: FOR STRUCTURAL USE THAT SHALL E TREATED FOR ANYUM FORMWORK, 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 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 A* OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 681 EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYp #2' UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM Al 85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOS TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2"CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE WATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPI(WTCA BCSI 1' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1.1982. 16 pit TOP CHORD 20 psi TOP CHORD (1 (7 PSI w/ASPHALT SHINGLES) psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 BTM CHORD 5 THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH 5 p psf BTM CHORD DEAD LOADD TO RESIST WIND UPLIFT: 10pE/ MINIMUM 101NCH 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 SO pEf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO B U AS F REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, RESAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 25" #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36' x 3G' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. LA E BED A GUIDE OR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40ps1, GUARDS AND HANDRAILS: 200ps1, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pSf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 6301 ASCE 6/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 STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. BLOCK ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZESHALL 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-80, GRADE Ym = 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 70 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 SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8- TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Pe 1 FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,DGO PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS WITH NSTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' 4- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44ORMEASURING, MXING, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE WX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHAU. NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A BFOR CONCRETE GAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-1/C FOR Ib AND SMALLER 2-FOR #8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 1-11! FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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 SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38, Fy = 36 kei FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 kel. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S. Fy- 35 kS1. 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 BUCK FASTENERS FASTENER APPLICATKkI BI2E TWE SPACWO REMARIC3 APPLIC­ TYPE I SPACING REMARKS I—T—Glo CASE HARDENED C01 8'oC GARAGE Cook SIG( N"DIA. T APCON MASON RY ?E—o,l'ENC PART., MA YICCNC. NAILI III LONG. TO MAEOw4WWNC, NO WASHER FASTENER a-oC 11 EOGEDIST. EGO, AL E. COOPS CASE HARDENED COIL PO/C WINCOWIODORI FASTENED GARAGE COOR SUCK I DIAWI EXPANSION BOLT N"oC 4"EMBE0.,4"ENDDIET., 1, PT, SEE NOTE NAIL III LCNG, 9TADOERED INTOMASONRYICONC. TO MASONRWWNC, WASHER IEDOE DIET, WINDOW SICK CASE HARDENED OIL POC WBJDOWIDOob FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING I.PT,SEENOTE. NMLI III LONG. sTAccEREO mDO MAsoNRrrcroNc. NASONRIICONC REQUIREMENTS EM. SWAVG DOOR III I— TAPCOIf f6G'C 1III EMSEC, 8• END. NON6EARING W000 1? EXPANSKIN "I-E—EW 34 0•C SICK PA PT, SEE NOTES NO WASHER FASTNER GIST., I III EDGE SST. WALL TO CONC.9UB W/WASHER BOLT DIST., Y EDGE SST. L Pi WINOCW BUCK 0.138• PAF x f Ire• W' oC 0" END. GIST..I VI PTTOSTEELCOL.,SEE NOTES WIWASHER STAGOEREO EDGE GIST, MOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE e. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N, RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-77"078 FAX: 407-7744078 www.abdeslgngroup.com AA a#: 0003325 J b F SLTHDIV dC LOT: ABBOTT PARK LOT #14 BLK. #8 PROdECT116 04181.000-14081 HODEP 1408" "DAKOTA" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. D ! 10/15, SCALE: 1/4"=11-0" aHMs N1