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HomeMy WebLinkAbout7929 Broad Pointe Dr99 1828-4EBB-CAL199 HOMES OD 12602 TELECOM C>RIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 e STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .p�A BUM= CM, ,, ABV. ABOVE LAV LAVATORY DESCRIPTION DR HORTON HOMES TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 ON isulrrox ( 7) IXAl. AND RAPE CODES OCCUPANCY - RE.4IDENTIAL GROUP R3 •CONSTRUCTION TYPE — VB INTERIOR FDIISH - CLASS B •BASIC WIND SPEED - Vult=160 MPH Yesd=124 MPH • EPOSURE — C •1-STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES A/C AD ALT. AMA BD. CL CAB. CLG. CONC. CPT C.T. D. DHL. D.G. DIA. DIM. DISP. OF. DR D.S. DTL D.W. EA. ELEv. EQ. E)H FG FX. F.G. FIN. FIN FLUOR FRDR FRIG. GA. GAR DISP. G.FS. GL. AD CONDITIONING AD CONDITE ALTERNATE BOARDAMPERA°E CEENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP Ix —It DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST FD®GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT GLASS Mc M.C. WIL MI" MTD. MTL. N.0 O.c. PL P.H. PH. PLT. PLYWD. PR. PT. R. RAD. RG. REE F. RM. R.O. S.C. S.D. 8a SHT. SHTHG. SIM SL. SL. GL. STD. SWS TEMP. THK. T.O.C. i S. TYP. LUMINOUS LUMNO E CABINET•AM MANUFACTURER MUM METALT MOUNTIDTHRFSHOLD METAL NOTTO C ON CEN SCALEcLR. PROPERTY LINE�)FOOTINGREVI8I0NPERM.80WES PUSHBUTTON PHONE PLATE PLYWOOD PAIR PREssURE TREATED RISER RADIUS RETURN AIRGRILL4AS REFRIGERATOR ROOM ROUGH OPENING SOLIDCOREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATIiINC SHOWER AR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB To OF TYPICAL ARCHITECTURAL SHEET DESCRIPTION ion F8C UPDATE PG Cl-COVER SHEET PG GN—GENERAL NOTES PG Al—FLO R PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml —MECHANICAL PLAN PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl —WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS rDATIC CDSRE•UISIJED12602 SIDNG ELEVAT M ADDED Vb/27/I6 CD'S RE-MED 02/" ADDED CUSSLES6FOOTERATGARAGE DETAIL MORTMYERS) 02/22A% PLAN MAINTENANCE 034M REVISED LNTEL 812E AT FRONT ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93 723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: 407 774-4078 ( ) �M ADDED ADDITIONAL RECEPTACLE IN PER UALL BATSON (MELD) I SQ.FT. CALC. S 04/24AS REVISED HVAC VOLUMES ON SOFT CALC SCHEDULE (M�LW 06112AB ADDED 'EXTERIOR MONO DEEP FOOTEW DETAIL R/SUA (OIL)LIVING 187E 6OL FT. GARAGE 430 60. FT. L�I W $$a FSOL FTT. TOTAL 7367 SQ. F7. 06/2M ADDED LED LOHTS • KITCHEN 4 BAN PER MAR, 5=6 0lf" ADDED STONE OPTION ELEVATION C 4 D (TAMPA) m9" ELEVATWN'G' SIOM-ADDED LOUVER 0 GABLE RDCF 045/g ADDED OPT. W-C CEILM HEIGHT$ ago REPLACE USP CONNECTORS wTH 8RP80N CONNECTORS 04AMS REVISE IWAVENT RADON PLAN D1184$I" 04/000 OPT. W-V OWL Wit- ADDED LED L*14T IN FOYER "OftW OPT W-D' CLG. HOT. ELEVATION 'C'- REVISED HEW OF ARCRMY oWft/o ADM ELEVATu2N6'L A'W(Oft) STRUCTURAL SHEET # DESCRIPTION GYP. BD. HB. FIT HDR. HGT.ORHT INSUL. INT. GYPSUM BOARD HOSE BIG HOLLOW CORE HEADER FIGHT INSULATION INTERIOR UN.O. VP. W. Wi WD. WOW. W.I. UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATERHEATER WROUGHT IRON VlMt2e ADDED ELEVATIONS TTG'- PIH'-M' (ORL) PG Sl—FOUNDATION PLAN PG SIAA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2—LIFT BEAM PLAN AND NOTES DESCRIBE IN THIS DRAWING SET) ARE UNCLEAR AND PG S2.1A—DETAILS IN NEED OF FURTHER OR ORDER TO BUILD THIS PROJECTGBASEDD ON THIS ATION IN PG S3—FRAMING PLAN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.lA—DETAILS PG S3.1B—DETAILS CLARIFICATION. PG SNl—DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TDIELY 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 Bl LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdeslgngroup.com AA S: 000M25 f � Y f1 I tt1 j i< i 31 Q J S 9UBDM is LOT: ABBOTT PARK LOT #13 BLK #15 PROJECT# 041 1.000-13151 MODEL: 4EBB "1828-CALI" GARAGE BWUWG: LEFT PAOE: COVER SHEET 160 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. SIZE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%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 AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 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 X INCH GYPSUM BOARD OR EQUIVALENT, 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. 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: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PIUMBBIO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM ''/." PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FSSSNES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & 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 RESISTANTCONSTRUCnON UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 11T GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W' DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB 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 SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES, 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 7N c k� 6 k� 6 IA V Ae VHDIIAT:BBOTT PARK LOT #13 BLK #15 ROJECT 04181.000-13151 MODELa 4EBB "1828-CALI" GARAGE SMINO: LEFT PAGE: GENERAL NOTES %160 MPH EXP. C Q;."�I �. '<. pitiNT DATE.09/01,20 SCALE: 1/4"=1'-0" SHEET 164 GN 9-H- 39'.A. III oJ'ttttlla �� olitttttttttlallttllttlttlo � olttttlfo II I l 0119 0 g a . n o v1' /1 opllo — olltttttllo. II I M o = ME i � T M� pill r - No, - '00 116 o, ME � � �® o wefgrg■ •� '_ Y °- Elf Ea '.I PER _ .CODE. al LEI GMAGE a 1 '. ENTRY�BEDROOME _`Q'-'"_=off o .Ion olltttttilo oiitttttllol ollttllo IoIlttlfo, FLOOR PLAN SCALE: 1/4' . 1'-0 Itttttttttttl ilil'19IL11<IyiG SQ.FT. CALC. S LIVMG 028 SQ. FT. GARAGE 430 $a FT. ENTRY Ib SQ. FT. LANAI 85 5a FT. TOTAL 2362 SQ. FT. OOLQU BMMOSIB BIfp� 83f010=18 OPBII0/ BOUl11E ME 110WIINOM6 0WK8 I10 T#E FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWMG IB 5 33/-43 DR. MIN. CRITERIA $41.0. MIN. 41 5 31/-35 CRITERIA 16010 O.W.D. 112 5 282/-31B BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=D, EXP.=C, MEAN ROOF HT. - 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR OTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 001410110LDA78 CUM DBL. TOP PLATE 9 m BAR DETAIL NOTE. -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH 817E PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) M THICKNESS, SOLID OR HONEYCOMB -CURE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. d N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.com AA S: 0003326 tl kbk kWk i L aUSDM ea LOT: ABBOTT PARK LOT #13 BLK #15 PROJECT# 04181,000-13151 moDEL- 4EBB "1828-CALI" GARAGE 810MG: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C +/-18'-4' BLDG. HGT. FYF'ON LVI2X24 12 OR EQUIVALENT LAP SIDING AS 6� SPECIFIED (TYP.) 4' FREIZE BAND (TYPJ 6' TRIM BOARD (TYP.1� A OPT. COACH LIGHT 6'-0' BRG. HGT. E FRONT ELEVATION SCALE+ V4 . P-O' TEXTURED FNISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A SHINGLE ROOF 16'X60' FYPON DECORATIVE SHUTTERS OR EQUIVALENT rwTYP. 4' RAISED BAND (TYP.) ------ 1 00 FIN. FLR. OFF RIDGE VENT aB 0'-0' FIN. FLR,r, �1 OFF RIDGE VENT I�b OFF RIDGE T REAR ELEVATION SCALE: 1/4 " F-V' TEXTURED FINISH 8'-0' BRG. W.T. a 0'-O'FIN. FLR __________-.------------ --_—_—_---_---_----_--_ O'-O' FIN. FLR. LEFT ELEVATION SCALE: 1/4 . i'-0' TEXTURED FINISH I OFF RIDGE VENT OFF RIDGE VENT m 0'-0' FIN. FLR. RIGHT ELEVATION SCALE. 1/4 • I'-0' TEXTURED FINISH ARFAOFATIIC = 23645O. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2364/300 = 7.88 VENTILATION AREA X SQ, INCHES PER FT. (144) = 1134.72 SQ. IN. MIN. REQUIREDVENTILATION = .5X 1134.72 IN UPPER PORTION OFATTIC - 567.36 SQ,IN. OFF RIDGE VENTILATION AREA US SQ. IN. PER VENT %7.36 /115 TOTAL# OF VENTS REQUIRED = 4.9.3357 roTAL#OFVENTSPROV10E0 - 5 'AREA OF ATTIC IS THE PERIMTER OFTHE HOUSE, LESSTHE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) DECO. DTL. A SCALE: 1/2 • I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003326 y R io b svaaiv ae s4oT: ABBOTT PARK LOT #13 BLK #15 PROJECT# 04181.000-13151 uoDmX.: 4EBB "1828—CALI" GARAGE 9NINO: LEFT PAGE: ELEVATION "C" 160 MPH E . C EP DA 09/01/WINT 20 SCALE: 1/4"=1'-0" BEET A2C ELECTRICAL LEGEND SYMBOL DEFNITIONM NOTES --e 1— OUTLET 20 A1P SINGLE POLE IIOv OUTLET IIOV OUTLET U2 Q OnLaT wimm TO MYITCH �OR IWV OUTLET iOUPED YWIeO PAL M) INESMA T TY IeWiN4T t1TCl a@ "Oh, OUTLET (4) WIFE CONNECTION —F�-. aUkPa —I�— GFI EMT. WATWW4WCP O1TLai GMUO FAULT N7ERaMPtCR SUSTC 4 BUNTCH !-WAY Olam SNATCH 4-WAY OPER. E-f1 UALLMTEDou4 v LIGHT CEILING LIGHT © LED CLG LIGHT LED VAPOR ©VP PROOF LOW O VP VAPOR PROl1P LIGIR Oancesew CAN eVENT. PAN I Clem PER SO. PT. VCR. PAl YLLISR I CPM PER SG PT. Y PIXRI! rePaOY 7ED B7 1-0D MAP ® LIGHT AROUND (RECESSED) 2-1011.0 WRAP • !S•lACE IMNTJ AIIOND PLII. 4'PLUOIlaCNW a Ir A W TRIAGE LIGHT O PANEL dill METER OSD. eMolo: DETEerOe eAYIC.d9� r � L�1 auED LL MOUNT Siam DETacrom GATL a AGISCI • ELyEumaE ® 8/C0 cAIRe COM11 i 0Et[CTOIt CCF� Nr111111 Neer® SMALL tx A DBTANCa OF NOT LESS THIN 4- I'BOA4T LIGHT Lr� NATURAL a" ► TELl14MOIE JACK UH IJAll 1YEE SYia� 0111COMMIMor4NG Nee Abu ON I �N TELEVISION JADE CeLNGBox Real TO K OIPPORIaD N O J.ap a OAa[ HMUb 4LNG soX FANLIGHT A- as eIaYDRIeD IN4LW CCOMPA CE W 11 M MAIRM AS INCH FM pip 24' NCMocecalr LIGHT STRIP ono K'NeANC*GCEW LIGHT STRIP ennnnnnn M, INCANDESCENT LOW STRIP FLOOD L7GMR KP OPr. aacwlny IOITPAD PA PUSH-EURQI Fam ommme Use— • LOCATION OF TV JACKS 4 PHONE OUTLETS a PANS TO ME VMWED a HOMEOUIERR PIBE-C4WTIlGT ON MEETING. • ALL B 1290 AMP DRRAWA4 CIRGETS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF eMa •Tu EDITCN r20M) 4 NEC 2mn 201A m1 2L • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GR • WLAIO MOT O4 KTTCME7[ CIRCUIT) • DIMWALBIER DUCQ•!CT TO of LOCKOUT IN PAIL • DAT14W M E>44M13T PAM TO HAVE MN CAPACITY OF 60 OTI NTER'UTTEW PER ELECTRICAL PROP NQffi OF SECTION M1061.3 PEG! ATY EDITION r20n_ 2 • LAUNDRY ROOM REClPrACLE SIN4LL BE GROUO FAULT ORCUIT-MRR TEIMPR PROTECTION FOR PERSONNEL ON FEEDERS • WINING METHOD SMALL EE NON METALLIC CADLE PER ELECTRICAL FROVINONIS OF FxR ATH ED [20tT2 • ALL WOW TO COMPLY WITH ELECIINICAL PRONNa46 OF THE PEGS STH %Otpn2 • A11 LAIMlS •HALL eE SiRLFLTEO SY aIIILDa! AND TN OR t_IGNTNH NLT !1[ ENERGY ametcrENT TYPE PER FRG PlERGY CONMERVATION [RE•IDENTIAL ENERGY EDITION 10404.1 METER FIELD VERIFY LOC. V----------------------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE, 1/4' a I'-C' MTO. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN WP Panel MAIN - A PANEL: 8/16 V.p wt. breaker VOLTAGE: 120124O V -1 Ph MAIN: 150 Amp M.C.B FEEDER: 3. #1 Cu TFM & 1- #6 Cu (G) in 1 lrZ' C. OR 3- #2A) AL THAN & 1. #8 Cu (G) in 1 1 /2" C. wine P.I. aka O.sH tlen W.ib Cltcutt CNcult Welt DesH don tlkr PW. At. #12 1 20 E N.It... aeb Gflbr TUG 1200 1 2I Ism'. 112 2 20 Mptllan Pump tool < 1 Is".. 5 a 5304 A/C C.U: 7 35 2 R — sp... 7 8 PANEL -A PANEL: 42 art. breaker VOLTAGE: 120/240V-1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3- 41 Cu THNM & 1- OB Cu (G) in 11,7 C. OR 3. #2A AL THAN & 1-#6 Cu (G) in 1 1/2" C, wee Pole SIR W don Weds On On Waft Deets tlen SIR P.I. Wln 012 1 20 Sm.9 I.noa 15M 1 2 BOW Ree" 50 2 .8 012 1 20 Mk—/Hwd GFI low 3 d a12 1 M sme9 Applanee 1500 5 5 45W War H.rer 25 2 010 #12 1 20 R ntor 18W 1 0 # 12 1 20 DNp RT— lee AFCI 1500 0 10 1200 DI..I GFI 20 1 #12 M2 1 20 Bets GFI Rw atles 1200 11 12 low Dl.h .hw GFI 20 1 02 N4 1 75 F E/Has I8W.#2&#3I Btlh R AFCI BW 13 14 Nor Dryer GFl 30 2 #10 #14 1 15 WI Roam, Lentl U N AFCI N00 15 18 #14 1 15 KkeMn, Peel &Coln !•AFCI W0 17 1B 1l00 wwlw GF1 20 1 #12 #14 1 18 SD&CIO AFCI B00 It ZDr,Space 20 / H2 H2 1 20 Ls /BWNIDanAFCI 12W 21 22Ora IE.—LI—R.ce SUNSAFCI 20 1 #12 n 24O—m Euke AFCIM4 3 a 25 20axluMBtlhmom AFCI 15 1 014 S av 2eS e3 eewdrda 29 30M on 20 1 #12 S as 31 ms e33 LS a35 wS o37 398 wR 2 W A/C AHILI tl 8i% 6526 30 d09 ceats5KVA 41 42 Lmd s4i,at to demand attar wleuWW,I Me 180W 07M I—.uh wt to demand aeloftde5ene/1. Demandactor CakD s: ABBREVIATMNS: AFCI: ARCFAULTCIROURNMRRUPTER NC: NONCONCIDENTLMD SR: GROUND FAULT NIERRUPTER Tmtl Wd subj,d m demend Wv 4nW First 10000Ta11. 910 10W0 11—min -oat % 13M T°H A/C mW 16&ta LOAD CALCULATION IS BASED ON NC NON -COINCIDENT LOAD Ttltl Caw.NW Lmd Wett. 331pR Tebl Am a wsN / 240 wlN 1N.9 General Lighting & Race tack Load Taal AX re Feel 1828 Gsertl M & Rao 3 W / S . Ft. 5484 w-Hela 1 at B5WILi ket 100% 85 T-1 G n-I UgM. & Rw (W—) 5548 CktAt Told vatl& Gsanl I. & R. Pentl A 9 617 5548 / I L I I I II'-b' I' -MS• I LED LIGHTING C� SINGLE LAV. a BATH R 150 AMP ELECTRICAL RISER GENERAL MOTES, A ELECTRICAL MATERIALS AND IN&TALLATIONS SHALL COPA•I-Y W Im ELECTRICAL PRDNNONG OF TIE EDm01 r2eru LOCAL CODES. AID ALL LOCAL PQRIt COMPA41- MMIP V"ERM a ALL CONOWtCft SHALL Be flTE THNUrMUN UNLESS NIOTEO OTMERGSE. POOR CO -PA TRANDPOR'ER PROVIDE DO AMP, OMJ40 VOLT, I PHASE SECOTDARV ELECTRICAL SERVICE. PROVIDE 3 M COPPER (OW IN 1-14" DIA SCMED" M PVC CONDLNT OR PROVIDE S 2/0 ALUMINUM TAU IN 2" DIA SC/EDIILE SO PVC CONDUIT UNLESS SERVICE U FRONDED BY THE ELECTRIC COMPANY. COORDINATE WITH TWE ELECTRIC COMPANY PRIOR TO BID. I I I I e I I I LED LIGHTING C DOUBLE LAV. BATH -1 5 OL THN •Par CU N2'CC • 1% CU IN 2• CON DWT OR 2 ERMNATE ABOVE SPIT e COMBINATION SERVICE E DISCONNECT SWITCH AND ItOi ELECTRIC IN NEMA • ENCLOSURE M E BOARP TELEPHONE BUNNIES UNTRANCIN HMPRSYSRM DOW14G, INWINAL AT LOW VOLTAGE CONNECTIONS omto TaLENSION' 114 OU SERVICE OROUO CCINCCTED TO C24C RTc ENCASED ROOTER STEEL PER ELECTRICAL MW VSOHS OF THE WGRAJH 6/81' DIA X S PT LONG COPPER CLAD GROUND RO2 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 4. 1 Fj S 3 4 LLGGG ri C V Q POOR a LOT: ABBOTT PARK LOT #13 BLK #15 PROJECT# 04181.000-13151 MODELS 4EBB aa1828—CALI" GARAGE ST#MG: LEFT PAGE: ELECTRICAL PLAN 160 MPH E C OND Ell 1 I r I I I I I 0 H LAV. I 9 I — eflI — � ;,� — — — — — — ------------ I Fill ---- — SINK n I 36'xbm' iu SHWR. PAN O -0 1J-- -- 3'-2' I 2 2• VTR I\ KITCHEN . I 2• VT W/ I�� AUTO O 3'-2' 3'-I' I' -I • i� 2�j VENT 2 Icy �.{I\ 1/2' I \\ I I/2'' 01� e�I I I1l1'��2'IIr 1 1 WC 1 2' ----- i � LAv �I B I LAV I 17'3• ,RI I LAV I L-----iI LAV. � 3. I I 2 SHWR 1/2' 3• 3- 0 2 M — WASHER 2- co El i TO MAIN T I PLUMBING RISER DIAGRAM PLUMBING PLAN Be —ALE. 1/4 • I'-V 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abde•Igngroup.00m AA M. 0003325 J F 1 Q SVBDiV. AC LOT ABBOTT PARK LOT #13 BLK #15 P1t0JECT* 04181.000-13151 HODELA 4EBB "1828-CALI" GA1tAGE SWING: LEFT PAGE: PLUMBING PLAN 160 MPH &A C 0 aA NO DmNT A1'N.• 09/01/20 SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT 814ALL" BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS $HALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER PBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS 614AL-L HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL GODS SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTEC 4 POP BOOSTER PAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC " ""' 1010 EXTERIOR WALL PLENUM p y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY yJ PVC SLEEVE TO LINES BELOW SLAB p REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL /-FIN. FLOOR BRONZE FL. PL. / OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM S6000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.G OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN ) LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT M PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT OR EQUAL SIMPSON WB ROLL STRAP W CONCRETE SLAB SCI 1R S tTDS IRTW(2) CONDENSER UNIT CONNECTION TO PAD NOTE. MAIN COND. DRAIN 3/4' DIA. @ OVER HEAD • ' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN ■ NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE. 1/4 " P-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA M 0003325 J -. dd S SVBDIV & Lo ABBOTT PARK LOT #13 BLK #15 PROJECT# 04181.000-13151 HODELA 4EBB "1828-CALI" GARAGE SWWG: LEFT PAGE: MECHANICAL PLAN 160 APH EXP. C SCALE: 1/4"=1'—O" SHEET M1 IF 2X4 TOP PLATE LA17 PRE -FAD TRUSS 1/2' GLG: BOARD In' DWrWALL -­,­ Ttr SECURE ST. - PLATE TO BLAB W/ Wd MASONRY NAIL • 32' O.C. MAX FIN, PLR 2X4 WOOD STUDS •24 or_ SLAB IVCJIt: OIULJ0 In PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL (NON—BRG.) 21 SCALE, 3/4'.1'-V' 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- ■5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH BOND BEAM Di SCALE: 3/4'-1'-0' CNLx Axo s,uL 9 " SA. LM - no. ■ 2B GAS LINE THRU BLACK eeAL■. •.r-.• W T 4KK 2 COAT - PORa..MD CB•@IT PLAST■R APL�D oI"my TO MAIL Rf 0 COMB SAID w CMY ■d STI■GT126AL FM FTess�olceaTr 2.8 P.T. ■A ATTACiED TO FILL CELL AS FM AFFWDVA11L RIM SACIR! I■CD ■SAAR■ STW MCILO■TS ALL s GARAGE DOOR JAMBS D1 SCALE: 11/2'.1'-0' FIBERGLASS SHINGLES 2X4 OFF 24' O.C. MAX. OVER'30 FELT PAPER OR SECURE W/ (2) 12d NAILS FIBERGLASS SHINGLES SYNTHETIC PRODUCT, • EA END OVER ■30 FELT PAPER INSTALLED PER SECTION FIBERILASS SHINGLES 2x BLOCKING BETWEEN TRJ88E8 OVER I'30 FELT PAPER OR FIBER^sLA88 SHINGLES OR SYNTHETIC R905.1.1 ON J' Ob$. PER STRUCTURAL DETAILS SYNTHETIC PRODUCT, OVER ■30 FELT PAPER PRODUCT, INSTALLED SHEATHING OR }' CDX OR SYNTHETIC PER SECTION R905.1.1 PLYWOOD SECURED PER INSTALLED PER SECTION PRODUCT, INSTALLED ON �' OAS. SHEATHING FASTENER SCHEDULE R50511 ON I}' O.S.B. PER SECTION RW5.1.1 ON COX PLYWOOD STIFFBACK AT ALL UPRIGHTS SHEATHING OR �' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER ON 1}' 08U5. BREATHING 5/8' GYPSUM BOA SECURED PER FASTENER SCHEDULE OR p CDX PLYWOOD OR 1/2' HIGH I'-0' I'-0• SECURED PER STRENGTH GLG. FASTENER SCHEDULE TYP --PRE-ENG WD.TRU� TYP. MTL. DRIP EDGE MTL. DRIP EDGE FASTENER SCHEDULE BOARD REFERENCE o.H. o.H. 2x FASCIA PER STRUCTURAL 2x FASCIA PER PER ELEVATION ELEVATIONS ELEVATIONS SEE ENERGY CODE FORMS FOR CONT. 2x RAT RUN SECURED PER PRE-ENG TRUSS INSULATION R-VALUES PRE-� VENTED SOFFIT STRUCTURAL DETAILS REPRE - FERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR VENTED SOFFIT MTL. DRGE DRIP EDMTL. DRIP EDGE INSULATION R-VALUES PER ELEVATION ENG. GABLE TRUSS PRE-ENG. GABLE TRUSS 1'-m• WEEP SCREED kPER ELEVATION WEEP SCREED 2x FASCIA PER TYp 2x FASCIA PER ELEVATIONS OR ELEVATIONS 2x P.T. SECURED 5/8' GYPSUM BOARD OR IR' 2x P.T. SECURED R-4.1 INSULATION STRUCTURAL ETA PER BTRUOTURAL ETAS S VENTED SOFFIT VENTED SOFFIT HIGH STRENGTH GLG. BOARD WINDOW ATTACHMENT �AS PER MANUFACTURES SP SPECIFICATIONS R-4.1 INSULATION 1/2THICK, 2 COAT REFERENCE WINDOW ATTACHMENT AS PER PORTLAND EPPLI Dt STRUCTURAL MANUFACTURES SPECIFICATIONS DIRECTLY TO MASONRY ERENCE Ix2 P.T. PURRING STRUCTURAL STRIPS • 24. O.G. Ix2 P.T. FURRING — STRIPS THICK 2 COAT PORTLAND 1/2' THICK, 2 COAT PORTLAND $� GMU CEMENT PLASTER APPLIED I!1' THICK 2 COAT 1/2, YP•WL.•So. CEMENT PLASTER APPLIED 1/2, GYP. WL. BD. DIRECTLY TO MASONRYPOWLAND CEMENT • cm TO MASONRY WOOD BASE PLASTER APPLIED WOOD BASE DIRECTLY TO MASONRY 0'-0' FIN. FLR — 0'-0' FIN. FLR 0'-0' PIN. FLR _ 0'-0' FIN. FL a B, G a n W/ WINDOW OPENING B TYP. WALL SECTION ti W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: NO OPENING PER SECTION W5.1.1 - FOR ROOF S 2:TO LESS THAN 4:12, A 4�1—STORY HIP BLOCK WALL (2)OLAY ERI(1)1—STORY SYSTEM �1—STORY GABLE BLOCK WALL -1 SCALE, 3/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES D1 SCALE, 3/4'.1'-0' OF 4:12 OR GREATER (1) LAYER UNOERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6i5-I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH:407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA B: 0003326 h yh C il i r 44 qI X [susltlm & I.OT ABBOTT PARK LOT #13 BLK #15 PROJECT 04181.00 -13151 MODEL' 4EBB "1828—CALI" GARAGE EKINO: LEFT PAGE: DETAILS 160 MPH E C A D TE 09/01/20 ECALM 1/4"=1'-0" SHEET D1 2X6 P.T. - CENTER OF DOOR FADER SECURED SV (V V!' X ►' J-BOLT W( 4' MK EMBEDMENT W/ 2' X 2' X Va' WASHER 4 NUT OR W! (2) 112' X a' ANCHOR DOLTS W 2' X 2' X LW WASHER 4 NUT 7� SECURE 2x4 ON ® PLAT TO OLK R 19 Wf MASONRY NAILS. SIONS 2X GGARAGE OOORM 6= SECWMM IU/ (S) N' X ►' OR ANCHOR R DOLT►, YV 4' MM.J-DOLT EMBEDMENT, UY 2' R X 2' X V6' W46NER 4 NUT. (V UT14N 6' CP TOP. (U WITHIN ►' OF THE BTM, (3)EVENL7 6PACED. ® 0 1N NOTES. ALL ANCHORS SHALL BE IN ACCORDANCE TO MANFACTUREWS INSTALLATION MBTKICTIONS WHERE atYH NATMI1GTLa a AE � ST@Nf,ENT GARAGE DOOR 1 BUCK ATTACHMENT 4CKk: N'il'-O' 8' CMU V DRYWALL i'X4' OR VX2' P.T. NAILER D IX4 P.T. OR % X4' MIN. SECURE THRU FRAME 4 EXTEND 1-YW INTO BLOCK ❑ W/ %- TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE -100 MIN. EMBEDMENT i-YW WITHIN 8' OF EACH END 4 18' 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 YW) DOOR JAMB TO BLACK +3/4 OR +5/4 DA WINDOW TO BLACK +3 4 OR + 4 ALE: N.T.S. 2X4:m SECURE TO BLOCK W/ 2i(4' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4' ) WITHIN W OF EACH END 4 IS' D.C. MAX SPACING. 2X6:m SECURE TO BLOCK W/2-Y((,' TAPGONS(MIN. ebAW SIZE .145 N. H MIEAD SIZd1b0 MIN. EMBEDMENT 1 YWJ WITHIN 8' OF EACH END 4 g' Cm 18' O.C. MAX SPACING. K' DRYWALL 2X8:® ❑ VX4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-w6 CASIN A TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' OjC. MAX SPACING NOTE: SHIM A$ NEEDED TO PLUMB JAMB (00 NOT EXCEED YW) DOOR JAMB TO BLACK +1-1//2" WIN22W TO BLACK +1-1/2" " SCALE: N.T.S. 2X4m SECURE TO BLOCK W/' TAPOONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I YW) WITHIN W OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6a SECURED THROUGH SECUREO BLOCK W/2-V NON-STRUCTURAL V.- TAPCONS TMBEDN MIN. MIN. SHANK SIZE .145 INTO EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 CR MIN. EMBEDMENT I YWJ JQ DRYWALL 6' WITHIN W OF EACH END 4 18' O.C. MAX SPACING. I'X4' OR i'X2' P.T. NAILER 2X64mo ❑ SECURE TO BLOCK W/2-Yo' 3,' Ob.B. X 4' MIN. (MINTAFSH S (MIN. SHAWL SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I YW) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACW NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-16 1p" r WINDOW TO BLO +1-15/ 6 " SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ j(4.' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN, EMBEDMENT I yW) WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X B' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6=I SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL V TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT IYW) e, cm WITHIN 8' OF EACH END 4 K' DRYWALL IB' OZ. MAX SPACING. ❑ I'X4' OR VX2' P.T. NAILER 2X6=im SECURE BLOCK W/2-%' OCR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4 ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4) DOOR AMB WINDOW TO BL.00KK+221144� '� SCALE: N.T.S. 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I YW) WITHIN 8' OF EACH END NOTE: STRUCTURAL 2X I8' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6a SECURED THROUGH BLOCK W/2-TI(►' NON-STRUCTURAL VSE�80 TAPCON MIN. I-YW (MR SHANK SIZE 345 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 ' CMU MIN. EMBEDMENT I Y49 Y)' DRYWALL WITHIN 8' OF EACH END 4 I8' OjC. MAX SPACM. X4' OR I'X2' P.T. NAILER 2X84mo SECURE TO BLOCK W/2-%' DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOT 4NM Y NI®W TO M1IItl Y!'!00 Npf DCOD/i'1 DOOR JAMB TO BLACK +3" iE WINDOW TO BLACK +3" '-' SCALE: N.tb. 2X4a SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT I V) WITHIN S' OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MST BE ON OUTSIDE 4 7X&a SECURED THROUGH SECURE TO BLOCK W/2-V*' NON-STRUCTURAL j(r' TAPCONS(MIN. SHANK SIZE TAPCON MIN. 1 YW 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1419 8' CMU WITHIN 8' OF EACH END 4 DRYWALL O.G. MAX SPACINGX4' X18' 2X8,®D OR IX2' P.T. NAILER SECURE TO BLOCK W/2TRUCTURAL 2X SECURE TO TAPCONWMIN. SHANK MEMBER Itg *ATTAC44 (2X2d WITHIN 8' OF EACH MIN. HEAD SIZE 300ND 4 6' TO 8' O.G. MAX MIN. EMBEDMENT. I YW)OOR CASINGWITHIN WOF EACH ENDOOR JAMB OR WINDOW IV O.G. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED YW) DOOR JAMB TO BLACK +3' W C +3" T' SCALE: N.T.S. 2X4m SECURE TO BLOCK WNW TAPCONS(MR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) NOTE: STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE IS' OjC. MAX SPACM. SECURED THROUGH 2X6:m NON-STRUCTURAL T1(r' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-YW TAPCONWMR SHANK SIZE .EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y4'J 2* DRYWALL WITHIN 8' OF EACH END IS'Or- MAX SPACING. OR PX2' P.T. NAILER 2X8zm �w' SECURE TO BLOCK WA-1/4' )6' ObJS. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I YW) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOT YM N NN M M1Vf JRI!!p0 NO! pEYG X') DOOR JAMB TO BLACK +3-7/15" t(L WINDOW TO BLACK +3-7/18" " SCALE: N.T.S. 2X4:m SECURE TO BLOCK WNi TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 14) WITHIN B' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST ®E ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK W/I-I/4' NON-STRUCTURAL VSECUR TWAAIPCONS TAPCON MIN. I-YW (MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MR HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CMU WITHIN V OF EACH END 4 )S' DRYWALL 18' O.C. MAX &'ACING. a VX4' OR IX2' P.T. NAILER 2XS� SECURE TO BLOCK W/1-1/4' . X 4' MIN. TAPCONO R CASING (MIN. SHAWL SIZE .145 MIN. HEAD SIZE 300 rTtACH MIN. EMBEDMENT I Yi) R JAMB OR WINDOW WITHIN 8' OF EACH END 4 TO 2X PER 18' OZ. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED YW) DOOR JAMB TO BLACK +3 3SC,AL/4" n WL DOW TO BLACK +3 3/4" as E: N.Tb. .411�i 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774$078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 C m m O �Fj S a SVHDM 6c LOT: ABBOTT PARK LOT #13 BLK #15 PROJECTp 04181.000-13151 MODEL: 4EBB "1828-CALI" GARAGE 8WMQ: LEFT PAGE: DETAILS 160 MPH E C SEP D DATE: 09/01/20 8CALE: 1/4"=1'-0" SKEET D2 YKVLJUI.I ArrKUVALL131IIVU-JIAIVUAKU PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 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 13972.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 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 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 1149&3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 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 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 15332-RS 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-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-114 CLOPAY BLDG. PRODUCT CO. OCT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-116 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-O" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-117 THERMA-TRU OCT. DOORS SWINGING EXT. DOOR w/SIDELITE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-117 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-117 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-115 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-113 JAMES HARDIE BOARD SIDING 2017 FBCR 1Z/31/2020 FL 70D6.1-R9 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 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 TWE_FLORIDA FBCR 701716�th EDITION) BUILDING CODE INFORMATION SYSTEM Ca WWW.FLORIDABUILDING.ORG CONTROL DATE: 08/31/2020 1441 N. RONALD REAGAN SL LONGWOOD, FL32750 PH:407.774-6078 FAX: 407-774.4078 www.abdosigngroup.com L AA #: 0003325 Y L _44 o BUDDIV. de : ABBOTT PARK LOT #13 BLK #15 PLOT ROJECT* 04181.000-13151 MODEU 4EBB "1828-CALI" GARAGE BWMG: LEFT PAGE: PRODUCT APPROVAL LISTING v.160 MPH EXP. C rT09/Ol/20 LE: 1/4"=1'-O" Er D3 APPROVED BUILDNG UllAP SMALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) a 6' • HORIZONTAL LAPS, ALL SEAMS NEED TO BE TAPED WTH FOWNSER SHEATHING TAPE LATH VERTICAL LAP TO BE P PREFORMED C24TIWL JOINT i THICK 3 COAT CEMENT / ILANGE OF CONTROL JON" T \ FelASTER GE WRED TIED TO LATH B -3 \ WPM LAYER 4, FORTIRDER / \ O.C. MAX (VERT-k NOTE, CIO NOT FASTEN CONTROL JOINT TO ENILONS PAPER / r nM LAP. MITAL LATu \ WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH FASTENED Is' (VERO.C.TJ MAX TO TEMP XSECURE CONTROL JOINT A X X X — DURING INSTALLATION IRB LAYER 9,METAL FASTENERS TO BE SPACED STUCCO WRAP' IT LATH • 1' Or— MAX VERTICALLY WOOD SHEATHING t�j*'AFIR LAYER ' STUCCO WRAP STUCCO f �✓ h S•.'Yr 7,A •} •','�,. :< LAMP eBLAW OM6Y / '! r, w r-.,, rf .S' •�..a.+' ' �' ' UAID LAYER 4, WRTRIBER �BWLDNG PAPER \ n LATH SHALL NOT Be CONTIAIOUS, v ro e• r• ro e• TWPWWAH CONTROL \ n JOINTS BUT SMALL n BE STOPPED AND TIED AT EACH SIDE. BLOCKING PLACED r n PER ASTM CIBa3 1J014 FLA2X4T PLACED FLAT MAX. TO B' ur. Aa NOTE,\ T FROM CONTROL JOINT AHEM � NrPIOL JOINT FALLS ON / cOSTRUCTURAL IASTENERS FOR LATH TO BE NAILS D i �.. i STUD SCA1.Er I V7'.I'-O' STAPLES IN COMPLIANCE W/ ASTM CI063 2. UARE TIES TO BE (NO. 18) 00416' WIRE /- I BLOCKING SHOWN MAY BE N MDITIT TO WALL STUDS REQUIRED PER FLAW \ ell - Immw OLFOLD WIeRD. R.A O I— — . PL A L CiaLw . R. a ►EDAM . R. C OLI'"ea(YO. Pr.A 2. avAFs . PT. • w ® LI'OLD WIAIO •R.A & CREAM . Pf. c A FOLD Pt. c OAR Pr. a TILL MR. c TaUCH" BOTTOM Rona NA 4 r BOTTOM ~'YIM IMTIR TBMR ORAL FOLD. Qa SIMcw. 3 COAT CEMENT (IIUM414. 2 COAT A ITa1( (CMU ER 4, FORTPIBER PAPER (IRML OLT) ER 9, I epmea GN.T) ® KICKOUT DETAIL srop rl c I O� CNU PLAIRA1 A R.AAMM(IM 1wrALL hcloratrt AT BOTTOM Q ROL! 1111J.L HnRIsm"" aeum Tie11r MA. (Boo Ole IOLDBR DD WOT aa) 6 NOTE, SIDE LAPS OF METAL PLASTER DAMS SMALL BE SECURED TO FRAMING MEMMER6, THEY SMALL BE TIED BETWEEN SUPPORTS UTN O041D-IL (Isl-MM) WIIE AT INTERVALS NOT MOPE TMM 1' (271-AM). AS PER ASTM CW*3 1ST FOR REPAIR Or TEARS IN IIAip LAYERS, TEARS MAY BE PATCHED WHOM WRAP TAPE PER MANUP SPEC. OR PEEL E STICK THICK 3 COAT CEMENTP PLASTER METAL LATH WRB LAYER 4, FOMP159 BUILDING PAPER UM LAYER M, STUCCO WRAP I WOOD SFEATNING WOOD STUC 6MAT14M 6Tucco —t•� � � •t M � :�R WOOD SHEATHING OR CMU WR5 LAYER M, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 a TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 4'a4' 6ELF-ADNER ING MEMBRANE PLAWIN S (CCMPATIMLE IN NOU6E IIRAP MATERIAL) OVER 1. OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF SELP-ADHERNG MEMBRANE --J N9-ASNNCa STEP 01 INSTALL FASTENERS (CLIPS, STRA-6, STAPLES)AS — REWIRED To DECUE PIPE/ WRE TO FRAMING 4• 6. WRAP MATERIAL) OVER 4.4 SELF-ADMERM MEMBRANE FLAWING OVER APPROVED HOUSE URAP. FLAWING TO tnctoa ) ONTO PIPE �y�p CUT AND OVERLAP ONE SIDE OF STEP 02 FLAS ULF-ADHEMNG MEMBRANE HING II® LAYER 4, FORTPIBER BUILDING RAPER METAL LATH WW SELF-ADMERNG MIR-SPIA E FLASHING OVER 45t4' FLASHING OVER PEI'ERRA/E FLAWING OVER APPROVED W CONT. BEM OF SEALANT INSTALL APPROVED HWSEURAP AIR IPILTRATION BARRIER OVER SHEATHING ELASTO'EMC COATING OVER STUCCO/ C.V. PINIW (SEE TYP WALL SECTION) SECTION PER SECTION 1o.7 ExMExblaa eofOIYReIYa Exterior uce of m poerM cement plaster canply with the Woloe9on aq.iremena of ASTM C 928-12A. Instellaoon of exterior IaWng and tmn* g Shall comply Wt h ASTM C 1083.12A PIPE PENETRATION DDETAIL (FRAME) N.T.S. LEGEND DRAINAGE PLANE (WR5 LATER *I, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER - - - - - - 5UILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHE51VE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-841-OcJ, MIN. 2.5 L55. PER Sa. YARD (UTILITY OR NOMINAL 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774,6078 FAX 407-774.4078 www.abdasigngroup.00m ` AA #: 0003325 J rr�1 g7 -_q A b b 9 § C h ui 0 x SVSDIV. 89 L(OT: 14 ABBOTT PARK LOT ##13 BLK ##15 PROJECT# 04181.000-13151 MODEL. 4EBB "1828-CALI" GARAGE EWMG: LEFT PAOE: WALL ASSEMBLY DETAILS 160 MPH EXP. C aA NO 8CAL.E: 1/4"=l'-0" 1 �N.Ts. r'LA�H1NCs 1 11 dd Al BACKER ROD BACKER ROD WIRE, LAYER 01, ATI1 r iURAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASNMG TO BE, 1. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET M BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Y4 CAULKING • JOINT ALL AROUND PER SECTION R703.7 Elderlor §!LAG and DlastelUlt7 Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT c. J' THI R3 COAT CEMENT PLAS METAL LATH WRB LAYER R, FORTIFIBER 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 WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER SO' 7AREX T_ OR N -MO INA LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP t SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHING (INSTAL PER MANUR SPEC BUILDING PAPER UNDER 'QUICK FL/ A VENT PENETRATION SCALE: N.T.B. ELEC. METEI VERIFY LO STUCCO SCRATCH COAT : 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION `ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE—POLYBLEND FOAM PR 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 ELECTRICAL CONDUIT DL'ATL,TD A TTn� CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA' NO MEMBRANE ENTERS BOX, APPLY TO FAI EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSEGTIC STEP #1 STEP *3 WOOD SHEATHING WRB LAYER -1. STUCCO WRAP UQS LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • 1' O,C. MAX $' TO 1S' M1n.mei i naw Aa�een 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING /\ MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER fl STEP *2 WRB LAYER ry, STUCCO WRAP APPLY 60 MIN SELF-ADHERNG GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP 06 OELECTRICAL RECEPTACLE 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003329 7 bK b m O 6 IP UDDMBBOTT PARK LOT #13 BLK #15 ROJECT* 04161.000-13151 MODELa 4EBB "1828—CALI" GARAGE SI IMO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE: 09/01/20 SICALE: 1/4"=1'-0" BIiEET WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - 2 CORNER BEAD (FASTENER t SPACING 0 -1' O.C.) n GMU THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 B�CORNER BEAD � BLOCK /I 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774407 I www.abdesigrigroup.com AA #: 0003326 lies 4 19 o i Will BUDDIV. Ae LOT: ABBOTT PARK LOT #13 BLK #15 PROJECT# 04181.000-13151 �oaElr 4EBB "1828-CALI" GARAGE SWINCt: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C SEP I U 9 ATE 09/01/20 SCALE: 1/4"=V_0„ SHEET WA3 LEGEND DRAINAGE PLANE (U1R5 LAYER "I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — • — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — WOOD C"Tpar-TION V— MYOND WOOD 6HEATNM6 �DA1Yl1TN�$I$TNE URA THER rt616TIVE / \ 9f. 7t�Y�L�AP BIDM6 ,i I \ P6. L�MO F-ADWERM 6R'-a �M6 R t \ 6�ATTWER F0aaTIVE $TARTER GTRIP / `\ \\ WATHTHEER �616TWE DARM\ 10MM aft\ _ 66' 8C A61�M6 ADFER dALYV META. de4LYD METAL 'Z' K.A6NMb �•r FLA 14N on WOOD TRIMFEMCTEER I X 6 6pt" TRIM RUN AL GAP VQAULKM \ ` VI, APPROVEAT SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION WOOD 6NEATFIM6 WEATHER IM16TIVE MARRIER'1 WEATHER P0616TIVE ./ U.%?' T V' LAP NDM / � � � \ 6. L.�-AD1�M6 WARD 4 BATTEN Qa R�M6 "' f �\ �TNER�618TIVE $TARTER $TRIP / \\ \\ UNIATHER BARRIER-2 RE618TIVE NERMts FILASWING \ GA.V'D METAL oA.v'D FETAL •r FLA6NM6 ' PLAS14M on NARDIE TRIM PER ELEVATION I MARDIE TRIM PER ELEVATION GAP OR APPRDVEA �T SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 Ni RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 1 d k y� o m w SUHDIV. Z Lo ABBOTT PARK LOT #13 BLK #15 PROJWT# 04181.000-13151 MODEL. 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 09 D DATE. 09/01.120 SCALE: 1/4"=1'-0" S*IEET WA4 00 —2x6 SUB -BANS W/I'x4' NOTCH tv END, WRAPPED IN PEEL 4 STICK META- FASCIA WRAP i DRIP EDGE � /g� ✓ ' 1/8' TEXTURED FINISH s WOOD I/8l /, I 1/2' TEXTURED FINISH * CMU METAL FASCIA \ • �; � WRAPVs' FROM \\ I STUCCO, IFROM \ -----------------------------I WOOD WALL \ \ Y` \ EXTERIOR WALL \ ter\\ CFRAME OR CMU) \\ �\ NOTE: NOTCH FOR 2X6 \ \ SUB BAND ONLY ®ELEVATION ®FLAN A 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FN1814 a CMU '1ETAL LATH a \ WRO LAYER 01, STUCCO WRAP(FRAME ONLY) WRS LAYER $2, FORTIFIDER — BUILDING PAPER - ------ (FRAME ONLY) tv� ROOFNG CEMENT ©FLAN B ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) `1116' TEXTURED FINISH a / WOOD, 1/2' TEXTURED FINISH • CMU / 2x6 SUB -BAND W/I'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL EDGE . KICK OUT PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-V SCABBED TO TRUSS W/12d NAILS III O.G. MAX. 2x SUB -BAND W/%'x4' NOTCH tv END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I1 'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA�'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX- 407-7744078 www.abdoeigngroup.com AA 11: 0003325 r e ounDIV, dg LAT: ABBOTT PARK LOT #13 BLK #15 PROJECT# 041 1.000-13151 MODEL 4EBB "1828—CALI" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C W 30'-A' 28'-8' 11'-0" 3.4. 15'-10' 9'-6" 3'1• 36'-2' F SLAB ° m —7F-24X.24 — — — — — FM-12X18 — 4" CONC.SLAB N o,a LLI r 1,-0. +31/2'101-01 10 \ I `\ EXTEND FM-12X18 SLAB 1 1/2" 711 I ICHASE \ \ \ I . pY TOP OF I SLAB N �, LL TE-1 0 1,1 +3 1/2' 4' 1 T•8' 2'-8" I I I I § m_ �o I 4- ILL o I I EXTEND 1 2 SLAB 11/2"--- 1.1 FM-12X18 IW 4" CONC N — �' Ipw SLAB I I -7 1/2' o .J I FMC-12X18 FM-12X18 v FMC-12X18 L 1.1 FM-12X78 1. J 0 4 4 1.1 1.1 2'-8" 16'-0" 2'-8" 4'-4" 3'-10" 10'-2' 21'-4" 14'-0" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0', SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATED #5 BAR, OINDICATES #6 BAR,WNDICATES #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 05'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 16. 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: Pm = 1,500 PSI, TYPE'M' OWS' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-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 6x8 W 1.4xW 1.4 OVER GENERAL 3 1/2' 8 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK I WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x12 12' CONTINUOUS 12" - 2 #5s - +0'-0' FM-12x1B 12' CONTINUOUS 1w - (2)#6s +)0'-0' FM-i6x18 16, CONTINUOUS 18• - 2 s +)0'-0' FMC-12x18 12" CONTINUOUS 18 - s #5 IN CURB VARIES -24x24 24 24' s (-)0'-4- art 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 @ 1 kbk 6 kbk S SVBDIV. & LOT: ABBOTT PARK LOT #13 BLK #15 PROJECT# 04181.000-13151 UODEL 4EBB "1828-CALI" GARAGE 97►I4G: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C 30' MIN. EACH WAY - MONOLITHIC FOOTING °p STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED • . CELL SEE PLAN FOR SIZE AND d y CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS - .� _ C>L Q W SPACING REQUIREMENTS ¢ m tI °> ! GARAGE DOOR U w¢ 1" lc. RECESS m� �a ¢ r- I r- FM � °' g� IO 03 Z 8' CMU WALL O N 8' CMU WALL ° AS BAR I RON w Lu 8` Z _ MOFOUNDATRNER :.•I WITMH OZEEG EACH ul WAY AT ALL CHANGES IN DIRECTIONS cJi TOP OF SLAB OF SLAB I ,.� "1 SO THAT THE STEEL REINF. IS CONTINUOUS . /� f-�"•1--•��-�"f►�� � �.HEDUL�l • ,I, ° MATCH AMOUNT OF CONTINUOUS BARS ° •- CURB FOR EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 SAR DIA. 4' CHAMFER (1STORY) : -VARIES SEE SLAB GARAGE o I . ,ILL CONTINUOUS STEEL MONOLITHIC - ° FOOTING REINFORCEMENT SEE SCHEDULE UNITSSMASONRY UNITS SET �;p. AT ELEV: W/ 1/2' ISOLATION ,� JOINT (WHERE a • 6' CHAMFER (2-STORY) *3 18' Xq 2q• EXT. PORCH SLAB W/ 1/2' ISOLATION I 4' CHAMFER(I-STORY) l� 6' CHAMFER (2-STORY) ' APPLICABLE) Z SEE SCHEDULE A5 30' JOINT (WHERE APPLICABLE) Z e'T .- • a EE SCHEDULE 4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING f FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY 42, N AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 BQALE:&4•=,'-d• 2 SQALE: y4•=,'-°• C� GARAGE CORNER BARS DETAIL 3 DOOR OPENING � — SCALE: 3/4'=1'•0' SCALE: 3A'=1'-0' LAP TOP PLATE A MIN. OF 48' --•.may 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 I 2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2' CAPPED $ /a/7 NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING, SINGLE GALVANIZED PIPE O a SECURED W/ 2- PART �J SPACING. SINGLE BTM. PLATE CHOR BTM. PLATE TO BE PT. W/FLANGE � BASE p, EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASH RSETWEDGIN HIGH WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO � Q 8', LINO PLATE EPDXY 5-1/2' EMBED. MIN. 0 16' OC SLAB WltOd MASONRY NAIL 16' O/C STAGGERED. b O FOLLOW ALL MANF. SIMPSON SPH40R SPH6 MAX in = m SPECIFICATIONS FOR N Q BTM AND TOP PLATE ADDITIONAL METAL USE AND I ANCHORS W/ 10d x 1 1/2' T SECURE FLANGE TO SLAB W/(4) 1/4' X 2 1/4' r 4 PREPARATION OF O HOLE. COMMON NAILS FILL ALL y WHEN REQUIRED WHEN NO REQUIRED y UPLIFT IS PRESENT. TAPCONS w Q HOLES, DO NOT USE 10d w w L� o x 3' ¢ SEE SLAB SCHEDULE ¢ SEE SLAB SCHEDULE O}, Q G G ,QQa TOP OF SLAB _� .. TOP OF SLAB ,^ 4' CHAMFER (1-STORY) - 6' CHAMFER (2-STORY) a �- • e : �, e49 EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY ScuE:a4=,'•°' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL 7 INTERIOR CURB FOUNDATION WOOD WALL 6 SCALE:34'=1'-0' (�A// 1 1PLI�) $ !_E:3/4'=1'-°' (NO UPLIFT) SCALE:3/4'=P-0' 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 20 WOOD BEARING PROVIDE BLOCKING f WALL W/ SYP No 2 STUDS SEE a ">>• PLANS FOR SPACING. SINGLE SECURE PLATE TO BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE BT. SLAB W/1od MASONRY NAIL F- ¢ w m 16'O/C STAGGERED. ADDITIONAL METAL O 4 a CONNECTORS NOT p a. e• CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. o Z POURED LINTEL CONT. (TYP.) B' CMU FILLED CELL (TYP.) TOP OF SLAB 'rp•. SEE SLAB SCHEDULE I° 2X WALL FRAMING AB SCHEDULE 1/2' DIA. SIMPSON STB2 BOLTS 5' +- d-0. Z Z — 4 MINIMUM EMBEDMENT INTO TOP OF SLAB n^ ' COLUMN PAD TFOUNDATION GROUTED CELL, 4" FROM ENDS AND UNDER WALL AND 16, O.C. VERTICALLY MAX ONOLITHICALLY WITH AND SLAB SEE SCHEDULE FOR WXD, BAR SIZE FOR WxD, BAR SIZE ✓ AND BAR QUANTITY AND BAR QUANTITY �, COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION (NO UPLIFT) 10 SCALE: 3/4•=1'-0' 11 SCALE: 3/4'=l'-0' _ 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.alxlaslgngroup.0om AA#:0003325 N c 774SS cos sysary & I407 ABBOTT PARK LOT #13 BLK #15 PROJECT# 04181.000-13151 MODEU 4EBB "1828-CALI" GARAGE SWMG: LEFT PAGE: DETAILS 160 MPH EXP. C DAATE 09/Ol/20 8CAL°E: 1/4"=1'-0" a*== S1.1A DOWEL PLAN SCALE: 1/4° - T-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003325 H O b SunDIV. ea LOT ABBOTT PARK LOT #13 BLK #15 PROJECT# 04181.000-13151 MODEL: 4EBB "1828—CALI" GARAGE BVI MG: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C St L*j Pw 09/01/20 SCALE: 1/4"=1'-0" SHEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK GROUTED BOND BEAM #5 BARS ❑ mi 1, 8" �' Q O CLEAN OUT REQUIRED a: FOR INSPECTION m "d III'-1 FIN. FLR. �- a e TIEt RTICAL REBAR TO HORIZONTAL . REBAR W/ 10' HOOK BAR SIZEI 48 BAR DIA. ZCc #3 18" 0 #4 24' M U #5 30' #8 38' #7 42' HORIZONTALNERTICAL �� REINFORCING 1 SCALE: 3/4'=1'-0' Z '.�. STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND >>- SPACING REQUIREMENTS Q~ mW U ¢O Z 8' CMU WALL f TOP OF SLAB q' TOP OF SLAB Z w SEE SLAB SCHEDULE BAR SIZE 48 BAR DIAf EXT. PORCH SLAB 4' CHAMFER (1-STORY) . 8 #3 18 ' W/ 1/2' ISOLATION 8" CHAMFER (2-STORY) JOINT(WHERE - #4 24' .a a APPLICABLE) Z MATCH STEEL R5 30- 6' PVC CHASE REINFORCEMENT PER SCHEDULE #8 38 8' PVC CHASE THRU FOOTING THRU FOOTING p7 q2• MSTEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE (DIHBq� CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ym� Y ffi� b a y C a eunDiV ae LoT: ABBOTT PARK LOT #13 BLK #15 PROJECT 04181.000-13151 MODEU 4EBB "1828-CALM" GARAGE 8WIIQG: LEFT PAGE: DETAILS 160 MPH EXP. C 09 a TE 09/01/20 scAuc: 1/4"=1'-0" SHEET s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 M 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 V-O', FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T,O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, 0/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fe (psi) SIZE WSCH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 8x8 0 46 1 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS /MN SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH °U0 3'0 (42-) PRECAST 2231 4'-0' (4S') PRECAST 1908 4'-6' (54') PRECAST 16W 5?4' (44') PRECAST 1211 B-f0' (70') PRECAST 1062 C4T' (TV) PRECAST gg6 r-r (On PRECAST 743 94' (112'7 PRECAST 664 11000 (1289 PRECAST 475 11'4- (13" PRECAST 302 174r (144') PRECAST 337 13'4' (1M PRECAST 206 lN4F (1M PRECAST 279 14'4' 0M PRESTRESSED N.R 1174' (184') PRESTRESSED N.R. 17'4' On PRESTRESSED N.R. W-C Mn PRESIRES M NA 214' (2M PREUTRMED NA 27-V (264) PRESTRESSED MR. 24'-0" (2ee') PRESTRESSED =r7"=r7m( Omlcml m mO�0Bl�0m 0�m000v mo��r!om mmmo�oo ��DOOOm 0®mm0dm mmm0000 ��000�0 oomoo�Q+ ooMURInomo ommom�r_! oommomo 000mmm0 0��m0m0 ®omommv ®�m0�00 01Lm0mzm0�00 �m000"NEgm mmmm000 ®�0m0m0 DD�mmmm 0BiL70��� mmm00mm 0��0®00 mmmmm00 (4) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. -ALL VALUES TAKEN FROM WIFE LOAD TABLES' BY CASTCRETE MAY 201E EDITION -ALL PRECAST PRODUCTS ARETO BE INSTALLED PER MANUFACTURES SPECIFICRI 34 (42') PRECAST 1M5 1024 1694 VW (42') PRECAST 4'0 (4S') PRECAST 786 763 1308 N-V (46') PRECAST wo (a-) PRECAST 692 001 1073 Y4r 04') PRECAST E4' (64') PRECAST 411 411 745 SW (61-) PRECAST 5.10' (M PRECAST 340 339 616 SAW (70") PRECAST B'$' (7M) PRECAST W7 721 490 W-r (le') PRECAST r-d (9V) PRECAST 424 534 363 rd' (eg') PRECAST 9'4' (112") PRECAST 326 512 230 94' (112') PRECAST 10'-B" (12r) PRECAST 294 401 190 10'4P (12r) PRECAST 11"4' (13r) PRECAST 280 452 154 11'4' (138) PRECAST 174r (1441 PRECAST 244 402 137 174r (144') PRECAST 13'4- (14n PRECAST 217 324 110 184' (14n PRECAST W0 (18n PRECAST 206 203 100 W-V (1W) PRECAST W-B' (1761 PRESTRESSM N.R. 204 91 W4r (17n P 164' (1841 PRESTRESSED NR 260 83 1B4' (1641 PRESTRESSED 1r4' Wr PRESTREM N.R. 194 64 1r4' PlIn PRESTRESSED 19'4' (2M PRESTRESSED NA 148 82 1C4' M2") PRESTRESSED 21'4" Mr PREFIT ENO N.R. 126 42 21'4• (26BD PRE 274r (2647) PFUTREIIIIIED N.R. 116 40 27-W W) PRESTRESSED 24'0 (2W) PRESTRE88E0 N.R. 91 33 24'4r MI PRESTRESSED (4) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABWE - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WIDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE RE.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE* 16-0126.03 L-------------- I--------------J L--------- ,,,I---------J LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX 407.7744078 www,abcleslgngroup.com AA #: 000332E 0 �O kbk 6 ID 0 us 2 O BLJBDM Ae LOT ABBOTT PARK LOT #13 BLK #15 PROJECT* 04181.000-13151 MODEL' 4EBB "1828-CALI" GARAGE 8111T O: LEFT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH EXP. C Sth' 1�9 PDATE: mT O9/01/2O DCALE: 1/4"=1'-0" sklEET s2 #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ I O' HOOK - 30" TYPICAL #5 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM SCALE: 3/4'=1'-0' PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED $P16-1 T/1 NOMINAL--7-;" HEIGHT # OF #5'S, TOP IT IS THIS ENOINEER'S INTENT BOND BEAM COURSE THAT XFXX- 1T/1 MM8 INDICATES A DOUBLE BOND BEAM AND XFXX - 1T/OMNB INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEER'S INTENT AND XUXX- 1T/l M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX-1T/0M/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINT NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. C UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. # OF #5'S, IN 2NO BOND / BEAM COURSE M/ B # OF #5'S, BOTTOM PLACED IN LINTEL WINDOW PRE -CAST �• 3 164' WINDOW SILL SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 t/2'=1'-0' BOND BEAM � 8 1#5 TYP. 8"xl6' io BOND BEAM -•' 1#5 II,, 88 II•• 8XI6 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACHCOURSE 8x8 BOND BEAM TOP OF W/ (1) #5 BARI BOND BEAM GROUT SOLID FROT P LINTEL TO TOP OF OF OPENING BEAM, IF FILLED LI SEE NOTE 5 8x8 PRE -CAST CON LINTEL W/ (1) #5 BA LENGTH Of BAR = MASONRY OPENING-2'BEAM DESIGNATION OR�f 8x8 PRE -CAST CONG SCALE: 3/4'=1'-0' LINTEL, W/O STEELTO PLAN FOR LOCrno . PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4') 8' FROM EACH END AND SECURE TO SHEATHING W/ 18' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA. END EMBEDMENT OSB SHEATHING 5ARCHWAY FRAMING DETAILS SCALE: 3/4" =1'-0" I— SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO ri� a STEEL REINF. OF FILLED CELL 3�_BOND.BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDE OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 W W W.ebdeslgngroup.com L AA #: 0003325 a 4A a BVHDm & LOT: ABBOTT PARK LOT #13 BLK #15 PROJECT# 04181.000-13151 MODEIA 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C DAA E: 09/01/20 SCALE: 1/4"=1'-0" SHEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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'). B. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' ° x 2 7/8' LONG, WITH WASHER 0 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 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. FRAMING PLAN SCALE: 1/4' = 1'-0' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdosigngroup.com L AA M: 0003325 k� 6 BVHDM At LOT: ABBOTT PARK LOT #13 BLK #15 PROJECT* 04181.000-13151 MODEI,c 4EBB "1828-CALI" GARAGE 8' IMO: LEFT PAGE: FRAMING PLAN %160 MPH EXP. C IF ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24. 0/C, SUBMIT SHOP 'ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE' A-(1) TRUSS ANCHOR WITH LIFT SIMPSON # 1100 UPLIFT SIMPSON 1Odx1SIMPSON AILS T PLYWOOD SHEATHING, SEE (9) 10d z 1 ,}' NAILS TO TRUSS (1) SIMPSON HETA16 HTSM20 B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH •ROOFNJALUFLOOR SHEATHING TRUSS ANCHOR WITH NOTE: A PT SYP #2 2' x 4', TRUSS AND (4) 1/4' x 2 1/4' (12) 16d x 1 NAILS TO TRUSS FASTENER SCHEDULE' x 1 �° NAILS TO 6', 8' x MAY ADDED TITEN 2 ANCHORS TO DBL STRAP, i EACH SIDE WRAPS UP AND , GIRDER. PROVIDE 5• GI DE W/ tOd NAILS, 2 ROWS, 3' NAILS, O LINTEL CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #2 2' x 4', (16) 10d x 3 }' NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 6', 8' x 4'-0' MAY BE ADDED (2) SIMPSON HETA76 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12) 18d x 3 }' NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10 tOd TO ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4) 1/4' x 2 1/4' TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS SEE ARC HTECTURAL ANCHOR REQUIREMENTS. WITH (4) j' x 5' TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL 2x SECURED W/ (3) t8d }' x 2? TO GIRDER GALV, COMMON NAILS, ENGINEERED WOOD B-(l) SIMPSON FGTR GIRDER TIEDOWN WITH ix2 SECURED W/ 10d TRUSSES @ 24' O/C, 2x WOOD FASCIA (2) }' x 5' TITEN HD TO CMU AND (18) SDS }' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SE SEE ARCHITECTURAL 3• TO GIRDER 12.0/C FOR REVIEW 2X SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWN3 WITH AND APPROVAL GALV. COMMON NAILS. (2) }' x 5'TITEN HD TO CMU AND (18) SDS }• x 3' 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12• 0/C SEE SCHEDULE SOLID, 8' EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, 1_:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2' COVER & 2• APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 86E5 LES(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR i a i b i c S `� ' ° TYPICAL ROOF 3 GIRDER CONNECTOR(S) 2a 2b 2c � � 0 SCALE:3/4'=V-0' GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4' T & G 8UBFLOOR GLUED AND BRACE W/ (3) 12d @ EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO BRACING IS PRESENTAT LSTA1220 GAUGE COVER 5 TRUSSES) 0 O.C. (AT SHEATHING W/ 10dxl/2 HDG NAILS 0'-0' TO 30'-0- (1)'X' BRACE BEAMS) PER ELEVATION @ EACH END. TOTAL OF 10 30'-1• TO SU-0 (3)'X' BRACE SECURE 2x6 PT. PLATE (1)'X' BRACE @ CENTER TO ELK W/ 1/2' DIA. t7 FLOOR BRACE DIVIDED EQUALLY ANCHOR BOLT GIRDER 3'-0" MAX (W/1 X4 FROM CENTER O E DX' WASHER SET IN HIGH HIGH R 1O'-W MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6' * SEE ARCHITECTURAL MIN. EMBED, AT 32" OC It PER ELEVATION ix4 DIAGONAL MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG FLOOR TRUSS BTM. CHORD P.T. PLATE W/ 12d's 8' O.C. MAX 5/8' GYPSUM BOARD OR 1/2' HIGH BRACING, SEE STIFFBACK (AS PER TRUSS ENG) STRENGTH CLG. BOARD PLAN FOR LOCATION CONT, 2X4 SECURED W/ o U a MAY NOT BE (2) 10d's @ EACH TRUSS SECURE TRUSS 70 TOP PLATE w/ (2) i� ¢ a Fr- REQUIRED TO BE INSTALLED @ 16d TOENAILS 10'-0' O.C. MAX, DOUBLE TOP PLATE HT74 W/ 5/8' A,B. WITH BTM. CHORD OF MIN. 7' EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18) 16d z SEE SCHEDULE FOR 2x4 OR 2z6 WOOD BEARING 2.112' NAILS TO POST., BOND BEAM RED. WALL W/ SYP No 2 STUDS SEE POST TO ITDIRECTLY PLANS FOR SPACING. SINGLE ON SLAB c. BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2' GYP. WL BD. ° ° 114 BTM. CHORD BRACING 6'-0' O/C END WALL OR OTHER " MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF a. 10'-0' O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN . COMMON NAILS AT EACH CHORD BLOCK WALL W/ GABLE END INTERSECTION TYP. BTM. CHORD BRACING �� PRE-ENG D TRUSS SCALE: 3/4•=1'-0' GIRDERMIOOD POST CONNECTIONS SCALE:&4'=i'-0' 5 SCALE: 3/4'=1'-0' FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE Y 3CALE:3/4•=1'-0' (NO UPLIFT) NOTCH DEPTH I/4'D HOLE EDGE>518" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 2/5'D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES HOLE EDGE>5/8' AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5'D DBL. STUD STUD NOTCHING 8_ALjTgELRNNATE MATERIALS %1 AND BORING LIMITS 0 SCALE: 1 1/2'=1'-0' SCALE: 314'=V0' 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407.774.6078 FAX: 407-7744078 www.abdeslgngroup.com L AA #: 0003325 r C F c o io b sVHDiV &c LOTil ABBOTT PARK LOT #13 BLK #15 PRGJL'CT# 04181.000-13151 uoasu 4EBB "1828—CALI" GARAGZ 8WU4G: LEFT PAGE: DETAILS 160 V H EXP. C of 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA. 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0- TO 30'-0- (1)'X' BRACE 30'-1' TO 60'-0 (3)'X' BRACE PRE-ENG GABLE AENG) (1) -X' BRACE 0 CENTER (2)'X' BRACE DIVIDED EQUALLY STIFFBACK AT A2x FROM CENTER TO END. UPRIGHTS OVER (AS PER TRUSS PLYWOOD SHEATHING, SEE 'ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE' SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24' 0/C, ix2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12,O/C AND APPROVAL SECURED W/ (2) 12d's Q MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HIP RETURN BCALE: 3/4'= -0' VTCR SPACING (1) AT EA AND A'-D" 0 PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT 0 PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) ®24' O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x8 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' GC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' O.C. MAX CONC.POURED LINTEL COURSE CONT. 20 SECURED W/ (2) 10d's 0 EACH TRUSS TO BE INSTALLED 0 10'-0' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS 0 CMU WALL 8 SCALE: 3/4.70' apt 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 04 14 F y O 7D BD [ABBOTT VSDIV. Ae I.OT: PARKLOT #13BLK #15ROJECT# 04181.000-13151 HODEIA 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP C tp DATE: 09/01/20 BCA=: 1/4"=1'-0" OHM= S3.1B lw r w GABLE END A� ROOF WIND DESIGN PRESSURES NET (GROSS) ABC 1 ZONE 1 =23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) 'A'= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: 'C' RISK GATAGGRY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' O.S.B. OR 1/2' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT'" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4' O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2' 0.120' 170,ODO ((1TURT- 8-20 RINGS SCREW SHANK 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 EXTERIOR SHEATFBNG USE 1/2' CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. .. TOP & BOTTOM EDGES .. J 2 Z � W (D lLL Q Lj y O J Z z . y Q DO z . G aLU Z w CD W z = U nO Z a cD Go Q y Z W W x cc c7 U w ELI G I, Cc pc O LU a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER AT TRUSS annc cuceTulMr �� ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING - 8d RING SHANK GUN NAILS B 6' O.C. IN FIELD Bd RING SHANK GUN NAILS B 12- O.C. IN FIELD or 8d x 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' O.t3nIN FIELD J\ I YP. WAX" 1 &U bUB-FLUUH ULUKINU ULULU I U ALL tXPU$LU MtMBLH$ 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 S30.13/ASCE 6-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 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 pef TOP CHORD -rior ncunSnt 10 pal BTM CHORD-rwn-oono0-t DEADLOAD DEAD LOAD 15 pof TOP CHORD 20 pef TOP CHORD Q PSI w/ ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) 10 pal BTM CHORD 5 F.' BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1Opef BALCONY LIVE LOAD 60 psi STAIRS LIVE LOAD 40 GO WIND: DEAD LOAD SPEED -160 MPH 3- SECOND GUST (ASCE 7-10 (FSC R2017) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: lopsf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pa1, BALCONIES (EXTERIOR) AND DECKS: 40ps1, GUARDS AND HANDRAILS: 2DOPs1, GUARD IN -FILL COMPONENTS: 60p.1, PASSENGER VEHICLE GARAGES: SOpd, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30psf, STAIRS: 40psi SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pal, 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-1667. 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: 2,600 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S N-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY PATH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX URIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE ISA DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH IFOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND(OR WEATHER 1-in' FOR ASAND SMALLER 2" FOR#6ANDLARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 311 FOR SLABS, WALLS AND JOISTS 1-LA7 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL AGGREGATE USED IN CONCRETE SWILL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SKALL BE 3W. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. PROVIDE & IL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIABSION4ROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED $ INCHES AND SEALED WITH ADHESIVE TAPE. FORM -WORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI347, 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS BEARING WALLS SOLE PLATES TOP PLATES BRACING LEDGERS BLOCKING CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb -1100 PSI AND A MODULUS OF 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 NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.26 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, Sth EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING SIP ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. 12. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A705, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-D" OC EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A616 GRADE 601N 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 TOE ENGINEER 'S S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 26' #6 BAR - 38' #5 BAR - 30" #7 BAR - 42' PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION, UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND 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 A448, 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 ASS 1 1982 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH 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 WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 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. 'SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASCE 6/FMS 402. BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE, PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Yrn - 1600 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO SOTFOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS, ASTM G478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 31T COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF B' TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. 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 S X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL $HALL 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 ASS. Fy = 36 ks! FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B Fy - 46 W. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 W. 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 A326-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 APPLICATION 812E TYPE SPACINS REMAPNS APPLICATION S2E TYPE I SPACING REMARKS 1 RPTFURiNNGTO MABCNRYICCNC. CASEHARDENEDCOK NAxlIl2'LONG, SOS GARAGE DOOR BUCK ORX NON WSR ON FASTEIFR g YEMBED.,6'END DIST., 11 EOOEDIST. SOD, AL. EXi. DOORS CASEHARDENEDCOIL 9.OA: WNODWIDOOW FASTENED -AGE DOOR BLGK 12•DLA. WI EXPANSION BOLT 2601C d'EMBED.,d'ENDDIST., 1v PT,SEENOTEe NAIL III LONG. STAGGERED INTOMASONRYICONC, TOMASONRYAANC, WASHER 3' EDGE DIST. WNDCW BUCK CASE HARDENED COA S•oc WIND-DIDO FASTENED METAL STRM TO CONTACT THIS ENGINEER FOR SPACING I. 11, SEE NOTES NAILI - LONG. STAGGERED -MAso09YAONc. MAS WlcONC. REQUIREMENTS EXT. SWING DOOR (2X&le'OLA. -mow 18'O� 11/2'ENBEO,CEND. N014BEARINS WOOD 1k'° E%PANSpN d'EMBEO.PEND %W 36'QC BUC-PT, SEENCTE6 NO WASHER FASTNER DIST.,1 tK EDGE DIRT. WALL TOCONC. SLAB W EP SOLI DISi.. $'EDGE DSi. WNpOWBUCK D.t3S°PAF n2IS. 0'O.0 d' END. DIST.. 112' PT TO STEEL COL„SEE WI WABMER STAGGERED EDGE DISTMW NOTE 8 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 HILT! X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 4A41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 401-7744078 www.abdea)gngroup.com AA #: 0003325 Z )- j 6 6 a suDDIV. ee L.OT ABBOTT PARK LOT #13 BLK #15 PROJRCT# 04181, 000-13151 MODZIA 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS %160 MPH EXP. C PRINT 09/01/20 DATE: SCALE: 1/4"=1�-0" a:S N1 4. s