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HomeMy WebLinkAbout7756 Davie Ray Dr99 91828-4EBB—CAL19 HOME 12602 TELECOM CDRIVE, TAMPA, F1 33637 Tal: (813) 740-9720 Fax: (813) 740-9715 � .. uj:r.0 IZ �Qt 0W� 4'W2 i2gz ;�V �0 o o 011 } la _ _z �W� WOZ W-S of6a • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .�A BAM=w 67H ZD=N ( 7) -A 14 •yA sAw -AM W�MY MY �l! ,O • OCCUPANCY :CONSTRUCTION TYPE •�• INTERIOR FINISH *BASIC WIND SPEED • EXPOSURE •I -STORY RESIDENCE •2—STORY RESIDENCE �, , COM WYB� — RESIDENTUL, GROUP R3 - YB — CLASS B — Vult=180 MPH Vasd=124 MPH - C - — MAX. HEIGHT AS PER LOCAL AND STATE CODES ASV. ABOVE AC AIRCONDITIONINGMUM. AD7. ADJUSTABLE ALT. ALTERNATE AMPAMPERAGE ILD. BOARD CL CENTERLINE CAB. CARNET CLG. CEILING CLR. CLEAR CIT. CONCRETE Cam' CARPET C.T. DRYER D. DRYER DILL. DOUBLE D.Q. DUAL GLAZED DIA DIAMETER DIM. DIMENSION DISP. DISPOSAL DP. DEEP DR. DOOR D.S. DOWNSPOUT DTL DETAIL D W. DISHWASHER EA. EACH ELEV. ELEVATION EQ. EQUAL XL � FA./FX. FIXEDGLASSSIN. F.G. FUEL GAS F R FINISH FLUOR. FLUORESCENT FR. DR. FRENCH DOOR FTG. FOOTING GA. GAUGE OAR. DIBP. GARBAGE DISPOSAL O.F.I.GROUND-FA�ER T CIRCUIT GL. GLASS GYP, BD. GYPSUM BOARD HB. HOSE BIB H.C. HOLLOW CORE HDR. HEADER HOT. OR HT HEIGHT INSUL INSULATION INrEaOR LAV. M.C. MFR. MIN. M.T. MTD. MTL NTS. O.C. PL P.B. PH. PLT. PLYWD. PR. P.T. R. PAD. RA. G. REF. RM. R.O. S.C. S.D. S.H. SHT. 5�. SL. . STD. L SWS TEMP. THK. T.O.C. i.O.S. TYR U.N.O. V.P. W. Wi WD. w/ W.I. LAVATORY LUMINOUS MEDICINECABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL SCALE NOT TO C ON CENTER PROPERTY ONE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURNAIRGRILL REFRIGERATOR ROOM ROUGH OPENING SOLIDCORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET g� HWO SIMILAR SLIDING SLIDING SS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF SLAKE TYPICAL UNLESS NOTED VAPOR PRROOF WASHER WITH WOOD WA ER HEATER WROUGHT IRON DATE DEBCRnMON M6/0 CD'sW D ARCHITECTURAL SHEET DESCRIPTION �� Z�j FDC UPpATE PG Cl—COVER SHEET PG GN—GENERAL NOTES 1 -FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG MI —MECHANICAL PLAN PG Dl -DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTINGS 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 OUI6A8 CDs RE-188UED OZRUk BdDtYs ELEVATIONS ADDED � � �� �-I�{FD 04/" FOOTNGREV WNPERMam& pygyl8 (-pg�- 'p 02/" ADDED CLROLMFOOrERATOAM4EDETAILMOW MTERB) OMAS "MAWBUNCE OMM NEYMED LNTEL SIZE AT FROM ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 004/r ADDED ADDITIONAL MCEPrAOLE M GAMWE PER WILL aATSON aELaJ I SQ.FT. CALL. S Ducar REVISED WX YOLIM ON GM CALC SCHMLE IME .W 06AZ)r ADDED 'EXTERIOR MONO DEEP FOOrM DETAIL 20 A IORL) LIVpIG IA28GaFr GAR40E 430 GaL FT. 16 Bea. LANAI 86 Sa FT. TOTAL 2j62 $Q FT O"Va ADDED LED L&n • KITGBI 4 BATN PER MARL WM ovr/r ADDED STOG OPTM ELEVATION C i D (TAMPA) Ovnn9 ELEVATION �' 61owG-ADDED LOUVER a GAaLE RDOF y/Iy ADDED OPT. B' 0' CEILRYs NEIGNTS o REPLACE USP COI#=TORS WIn� sPx�ar Car�CTORS CAN= REVISE ENKAVENT RADON PLAN DRE;TI6IQIB 040OW1 OPT. W-O' U.G. Wit- ADDED LED LIGHT IN FOYER "W" OPT W-O' G.G. W.T. ELEVATION 'C'- REMIND W04 OF AFCh"Y 0/�,�p q EVATION61' 1T (ON.) STRUCTURAL SHEET # DESCRIPTION 01/MO ADDED ELEVATI" M'-'MH'-7%' (ORL) PG Sl—FOUNDATION PLAN PG SlAA—DETAILS PG 51.2-DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.113—DETAILS PG SN1—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 DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WIM RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIB= 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. i"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774,6078 FAX: 407-774.4078 www.abdeslgngrou p.eom AA M: 0003325 aUDDIV Sc LGIT: ABBOTT PARK LOT #16 BLK #10 PROJECT/: 04181.000-161 1 MODEM.4EBB "1828-CALI" GARAGE SWWGi: LEFT PAGE: COVER SHEET 160 MPH EXP. C AA NO FT07/29/20 E: 1/4"=1'-O" ET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FSCR) Sth 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. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 &M SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 18 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. SRE 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. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN B' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) S. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM'W 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 P30D5.2. 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. EXTEROR 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 FIMEB 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W 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,1l2' 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-C1063-12s. 3. LATH & ACCESORIES PER ASTM-G1063.11A & 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 RESISTANT CONSTRUC110N UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD, R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/7 GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / 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. EXTERM 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. d N. RONALD REAGAN St LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 a 0 ti 0 [SIVHDIV. ae LOT' ABBOTT PARK LOT #16 BLK #10 PltOJMCT# 04181.000-161 1 MOD=.: 4EBB "1828-CALM" GAIR:AGE OWINO: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C L7 DAATTZ-: 07/29/20 SICAX.X: 1/4"=1'-O" aREET GN 9Q'.R• o pttllo olitttt/ttttiollttDttttt!o olt//tl'o � � oi!o a O � I 'll � � n ollllo oiltttttllo r O 0 p 1 � �� to ► �� :1 0 �i 1 MCI' o 1114. ■ ATT m BOLLARD AS REQ. o PER BLDG. oGARAGE . I { a' o BEDROOM 0 ., L11 olltt/ttl,o Ej i o'Itt/t/1'o ---- -- oattllo alttl`o FLOOR PLAN SCALE, 1/4' • 1'-0' SQ.FT. CAM'S LIMNS 1,828 SQ. FT. GARAGE 430 8a FT. ENTRY 16 Sa FT. LANAI 8B Sa FT. TOTAL 2A62 80. FT. Md�C N�EJPOt1E®C010 OLAIB go= 8011NE 201E !{IfNMDMO IIIMIKB AIDT11/ FOOTAIE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR MIN. CRITERIA BAD. MIN. 41 5 31/-39 CRITERIA 160-10 OAD. ill 5 2821-31b BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.-H. EXP.-C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 19 DBL• TOP PLATE 9 BAR DETAIL A SCALE, 1/2' -0' NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE E=IPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/6' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MMTE FIRE -RATED DOORS. & N. RONALD REAGAN EIL LONGWOOD, FL 32750 PH:407-774.807E FAX 407-7744078 www.abdeslgngroup.com AA 8: 000332E F 114 q 0 c :o io BLJHDIV. & LOT ABBOTT PARK LOT #16 BLK #10 P1tOJECT/1 04181.000-16101 MODEU 4EBB "1828-CALL" GARA03C OWING: LEFT PAGM FLOOR PLAN 160 MPH EXP. C Plum 07/29/20 DATE• SHEET Al -ri = - __ � �i��111�11111�111rI�111�111�1\._ OPT. COACH LIGHT S'-O' BRG. W.T. 0'-O' FIN. FLRo r AREAOFATTIC = 23645O. FT. NET FREE VENTILATION AREA REQUIRED V300 REQUIRED VENTILATION AREA = 2364/300 7.88 VENTILATION AREA SQ. INCHESPER FT. 11" = 2134.72 SQ. IN. MIN. REQUIRED VENTILATION .5X UM.72 IN UPPER PORTION OF ATTIC - 567.36 SO, IN. OFF RIDGEVENTILATION AREA 115 SQ. IN. PER VENT LAP SIDING AS 567.36MS SPECIFIED TOTAL#OFVENTSREQUIREO = 4.93357 (T'PJ TOTAL#OFVUM PROVIDED = 5 SHINGLE ROOF CM: I •AREAOFATnCISTHEPERIMREROFTHE HOUSE, LESS THE OVERHANG OFF RIDGE VENT EXTERIOR OF WALL TO EXTERIOR OF WAL NO OVERHANGS INCLUDED FYPON 15KTIIXI1 OR EQUIVALENT 11[7 r. jjj�M�iii�� m DECORATIVE -ME 0011111 4'fvAISED 0'-O' FIN. A8'-0' BRG. HGT. [ M-1 FMI M I 0 L7M WE '-0' FIN. FLR FRONT ELEVATION REAR ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH SCALE. 1/4 . I'-0' TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING AS PER FBCR R103.4 OFF RIDGE VENT OFF RIDGE VENT b II W.T. .e'0 I I I i I �o I I\v I If ' 7� / 0-0' FIN. FLIP -__--_---_-_-_--------_--_ -_--_-_---_---_-------- _ oO� 0 FIN. FLR DECO. DTL. A SCALE. I!! • I'-0' LEFT ELEVATION SCALE. V4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32780 PH:407.77445078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 4 � OUDDIV. ae LOT. ABBOTT PARK LOT ##16 BLK ##10 PROJECT# 04181.000-161 1 MODEIA 4EBB "1828—CALM" GARAGE OWING: LEFT PAGE: ELEVATION "D" 160 MPH EXP C DATA 07/29/20 OCALE: 1/4"=1'—O" w ELECTRICAL LEGEND SYMCOL DEFINITION NOTES G&V OUTLET 20 APIP SSWLI POLE IIOV OUTLET IIOV OUTLET a" NTO Q OOUT4M Se"a" T 1O"PED " FAULWOUENtutHAF R WAW TYP[) 220V OUTLET (4) 1118 CONNECTION yyE1�a dfl INT WTaR•ROOP OUnET &ROND PASLT N7EIIr11R &WTCH SWITCH 3-WAY OPER W4 SWTCH 441AAY OPER o WALL I101141® LOW CEILING LIGHT © LED CLO LIGHT LED VAPOR ©vp PROOF LW/R O VP VAPOR ►I12M LIMIT OR10E881D Cm eVTR. PAN i 1'IM PER $Q IR. tldLIOimie PIN NT 1 f.11'/ PtJ[ S6 R. v PI%n1C (SPEC'S TED eY ® p,L T 2-OILS uwAP ATONIC ( D) R (, (EUI! rwj AeO110 } r FLUOIlSQNT 4' FUNGI R R n� 8 4'TRACK LWIT PANEL METER OSD. SI'gQ olticnOR WLIiIiNXISEIZ R� w I WALL MOYaw sATT- RAPY.I� 1 am" DETECTOR WLLSSmR ®&� WAIIIIIIIIIIIIIII DISC r LI A DISTANCE *HALL 011 A Ole., 4' Q NOT LEAS 11l/ 4' PROM WALL PENDANT L09 L� NATURAL am Ounm ► TEJNFMME JACK WATM NEATER mogaG 1Q1' &&I ELF, DNICON4ECT AIR CONDI DRCOeECT SQ AW CN F� TELEN10014 JAM LNG slox RWI N SEANCE O J.epr O ACCORDANCE .A00IC/C1 YM BOk W N PIAAgD A. «ND4 role cELRW tax IRON QLN6 PA.1. M M ACCORD ShAN= T1D N DOX KANKED ASS M UCw FOR AQ= M• MAND1001W LWNT STRIP D 36' 04MAND1aCQa �ppn, LIMIT STRIP enn® 44V OCAFDESCMW LWNT STRIP MXCO LOW D, OPT. "Calm Y IaYPAD • P)L WM4.IUTDN Pant w " use mw • LOCATION OP TV JAC" 4 P44041 OUTLETS A PAW TO Be V004W a HOPEOaN!R PRE -CONSTRUCTION Pase"N . • ALL 0 A 20 AMP BRANCI4 CIRCUTS TO BE APIC PAYLT PROTECTED PER MJMTMCAL RNWIUONS OF MM • 211 DEDICATED LAUNPW CIII CM • ON • ISLAND (NOT ON K110404 CIISCWT) • 0141KNWM4ER DMO"BCT TO W LOCKOUT N PAWL • SAINFICOM 004,41116T PAN TO NAVE MN. 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FAN n DINING m I ROOM I y'b• 1 _ DOOR GFI -----OTCH IN CABINET —c\----- --- GFI L — — — — — L GIN 11 OUTLET 1 DW SMG \ FOR DID KIWHE / "-- - 1 1 RANGE / GFI O GFI / --r / I / I HOOD WIRE W/ I OUTLET FOR I FUTURE MICRO I BDRXj I � / I / FRE-WIRED / CLG FAN 1 � I 1 I 1 L — 1 / ® BATH 41f2 I S/CO I I 1 1x \\ BDRM.j L / \ \ . PRE -WILD CLG FAN — — — — — — — — — — — — — — — — — — — — — — — — — COACH LIGHT ELECTRICAL PLAN SCALE, 1/4' • I'-m' WP Panel MAIN -A PANEL:8116"crt.breaker VOLTAGE: 120/240V-1 Ph MAIN: 150 Amp M.C.B FEEDER 3. #1 Cu TMMJ & 1-#6 CU (G) in 1 1f2" C. OR 3. WM AL THWN & 1- M6 Cu (G) in 1 17' C. M!! Pnh 1tr Gael on W.tl. Orton OnWR w.b oo BW Palo Wirt 012 1 20 EZIMrRee cIe OFIbTUO 1 1 2 012 1 2 1 20 hle W Pomp 1000 7 4 5 8 5]04 A/C C.U-1 75 2 R Sp.w 7 8 PANEL -A PANEL: 42 e L breaker VOLTAGE: 1201240 V -1 Ph MAN: 150 Ar p M.L.O. FEEDER. 3.#1 Cu TMPM&1- 06 Cu(G) in 1 Ir7C. OR 3-AIN AL TH N&1-116 Cu (G) in 117'C. whe PoM BI0 GSM - Wald Clroult O—H W.IN Gr1.Don EN ale MR.P 412 1 2O Smal ncs 1500 / 2 No' Repo 50 2 to 012 1 20 &hrm.rw/Hb GFI low 3 4 012 1 20 S,nd Appbn.. Ism 8 6 4500 Won, Hooter 25 2 HO 012 1 20 Rooigonso, 1500 7 8 012 1 20 ChIng ftosplaloo AFCI INS a 10 120D d OR 20 1 #12 012 1 20 Both OR Roo Woo 12W 11 12 1No DiW--GFI 20 1 012 014 1 15 Foyvl Hal I Bed 02 & AN Both 92 AFCI 900 13 14 50DO Dryer GFI 30 2 a10 014 1 15 LMn Room Lan.l U %AFCI cN 16 18 a14 I 15 MO., Party, & dd AFCI BDO 17 I6 15M Mohr OF! 20 1 All 014 1 15 SO & CAB AFCI BOB 1e 20 1000 p3wrogo Door Ow.OR w 1 012 H2 I 20 Lam IB.dN/G AFCI 1200 2/ 22 1200 Gwp I WM M&R oles AFO 20 1 012 27 24 NO O.B.n Suit. AFCI 15 1 1 all 25 28 law Oroth B.Ihraml AFCI 15 1 014 3 T 2B Spec. 2030 loss W candela 20 1 012 32 s o. s .w 34 3 a. s 75 7e aso.. 3 3T 38 9 R 2 35 A C AHU 1 8 RVA d S514 5525 3e 41 !D ace 42 a Lab to demrM hoer aleuhtlm.l No 1B0D8 26108 La.d augeel to esn.iN hefarealwhtlwu lYns Demand actor s u one: ABBREVIATIONS: APCI: ARC FAULT CIRCUIT NTERRUPTER NC: NON-CONCIDENTLOAD GFl: GRIXRlOFAULTNTERRUPTER Tdalh.d.ubindtod ondltdr 0706 ' FlntiM,oA&•41100% 10000 R.maW vwBeot4016 1. Trial Ak:lo.d 10820 LOAD CALCULATION ID BASED ON AC NON -COINCIDENT LOAD Taus CmnwW Load Was mm Tool A o hafts / 240 w0a) 141.3 General Lighting h6n & Reee Itacle Load Teml MC a an Fed r 1828 Gm.N Ln & R. 3 W / Sq. Fl. 5484 HH 1 a185VWLi hIW0D% 65 Tod G.—ol Uft. & Rse att. 5549 Ckd# ltek TBlaI watts G— Gnl De & R. P" A 8 m 111. I L I I I LED LIGHTING Ca? SINGLE LAV. & BATH n 150 AMP ELECTRICAL RISER NOT TO SCALE. 604BRAL NOTED, A. ELECTRICAL MATERIALS AID NSTALLATIONS GKALL COPIn Y 11t14 ELECTMCK PROVISIONS OF THE MIGIL" EDrrlaw rani LOCK CODES• AND ALL LOCAL POWER ER COMPANY PIRGUN •SNTS. D. ALL C 0 DUCUM SHALL W TYPE TNe4RHN 4KMG NOTED OTHER OL POKER COIPAW TRANWOR'ER TO BID. I I � I I I I s I I I I L I I\ �i LED LIGHTING Cam? DOUBLE LAV. OATH Of PROVIDE 319A0 OU, THM . Mb CUN 2• CCNDUfT 4 %AV AL, THM .1% OU N 2• CODUT OR 2A0 AL & (CO QUIT TO TCR1NATa ABOVE WMT • OVEI4U C0I.64NUTCN SERVICE Bo AI'T DISCGNECT SUTCII AND DO/J40 VC ELECTRIC METER N 1 !• C NEMA 301 M40LMM MM PAWLfful TILEPICNE 1491VICL BRRANe1 E4faPR'IMT NTERSY&Twl BONDNG TERINAL AT LOW VOLTAGN CONNECTIONS aA1LE TPJJSNSION' 11RVIQ BA1wANQ 1GWPTEM 1 e4 OU SONIOE GROUND CONNECTED TO COMMITS ENCASED POOTER STEEL PER ELEC71IG1L PROVISIONS OP THE MGNAW MV' CIA X & Fr LCM& COPPER CLAD ONO" ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774LS078 FAX: 407.7744078 www.abdoeigngroup.com AA*:0003325 F g h i0 20 a [sunDly. i6 LOT: ABBOTT PARK LOT #16 BLK #10 PROJECT 04181.00E-161 1 MODEL. 4EBB "1828—CALI" GARAGE BWINQ: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C O NO DATE: 07/29/20 SCALET 1/4"=1'-0" SHEET E1 Nk OND I I I I I i I e LAV. ' �I -- m F�lj � I • • u I � n I � � 36'xb®• n � OHM PAN � 1 TK m N I I I 2� 2' VTR I I� 11 ��' I s1NK w/� 2' ��-I I/1' ALITO vil 3'-2' 3'-I' I' -I' 2,1 VENT 2'1� -� I 2 PalLAV I . 3' I TUBLAY k4 1 LAv LAv. I 3 I I 3' 3' wC 1 2 SHWR 1/2' 3. 3. m 1 -- 2 WASHER 2' co i TO MAN I 1 PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE, 1/4 • I'-O' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-7746078 FAX- 407-7744078 www.abdesigngroup.com AA k: 0003325 q b b a svaaIV. Aa LQT. ABBOTT PARK LOT #16 BLK #10 PROJECT 04181.00t-161 1 moDri.: 4EBB "1828-CAU" GARAGE NWINO: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C DA 07/29/20 OCAL E: 1 /4"=1'-0" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA SCA 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 S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALT. 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 MC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BAT14NG 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. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIREM-IOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOOR& TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMPIENDATIONS AND FBC 6TH EDITION (20n) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTEC14 DRIF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUMAt AIR RETURN CN AND LIQUID AIR SUPPLYGERANT LNES AIR HANDLERIOR WALL VC CONDENSATE ORAN LINE EVAP. TRAYLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO PLATFORMCONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR ODD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN A LIGHT O/A OUTSIDE AIR ® THERMOSTAT ED PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB ISXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN CONO. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE F.. PL. OR WALL CA. PLUG FITTING OR OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/BPEC nFL00R SLAB CLEAN -OUT (T FIN. GRADE OR PAVING SEE SPEC. 1 -8'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN� ■ NOTE, ALL MECHANICAL EQUIPMENT SHALL ISE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE: 1/4 . I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.8078 FAX 407-774.4078 www.abdesigngroup.com AA t.. 0003325 I �_ 74 l at S-% M KKza 6 � a SU13DIV. Ic LOT ABBOTT PARK LOT #16 BLK #10 PROJECT# 04181.000-161 1 MODEL: 4EBB "1828—CALI" GARAGE 8111MTG: LEFT PAGE: MECHANICAL PLAN %160 MPH EXP. C IF 2X4 TOP PLATE PER FLFL A. PRE -FAD TRIM LQ' CLO, BOARD W' DRYWALL -t T-l"r SECURE DT. - PLATE TO SLAB W/ I0d MASONRY NAIL • 32' O.C. MAX m'-0' FN. FLR 2x4 WOOD STUDS •24. O,c. NU1t: 01 UWV IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. QTYP. INT. WALL (NON—BRG.) D1 SCALE, 3/4'.I'-O' I*' TMCx, 2 COAT PORiI..Mb COMM MEAD a' Ci'111 EEE CE1lIT PLMTER AP>•Lab NIU WAL R7R IeM'OIaCO'OR DIII[OTLY TO MAaONR 21* P.T. W ATraclawroFai 5' DIA. SLEEVE, cELL u F!R DO NOT CUT Itn REBAR C^LK wo MAL Ma IioD PIPE BOND BEAM O NOT CUT P Ra E Rxe arA ua ARou+o re SOLID GROUT THE BOND W/ (I)- 5 BEAM n• ern er so FlewTV (2) COURSE - REBARS E� F�AODLIO� Fu oALY, DyMRMrAD DOOR - - •OVAL REn � TRAM= r MY OWE" I'mTEWD To RDDrl TRACK MRACIQTa AF"ROV& RIM 2A PIPE THROUGH BOND BEAM 2B GAS LINE THRU BLACK 3 GARAGE DOOR JAMBS Di SCALE: 3/4'.I'-0' Di SCALE: 1 1/2'.1'-0' FIBERGLASS SHINGLES 2X4 SPF 24' OG. MAX OVER 90 FELT PAPER OR SECURE W/ (2)12d NAILS FIBERGLASS SHINGLES SYNTHETIC PRODUCT, * EA. END INSFIBERGLASS SHINGLES OVER W FELT PAPER T,�R°.105.L ON 1 OU38. PER STRUCTURAL DETAILS FIBERGLASS SHINGLES 2x BLOCKING BETWEEN TRJ88E8 OVER ^L FELT PAPER OR SYNTHETIC If OVER �30 FELT PAPER OR OR SYNTHETIC PRODUCT, METALLED SHEATHNG OR Ij' CDX SYNTHETIC PRODUCT, PRODUCT, SYNTHEINSTALLTIC PER SECTION RWD.0 PLYWOOD ERCURE E INSTALLED PER SECTION PER SECTION RW5),I ON �' ObB. SHEATHING STIM45ACK AT ALL UPRIGHTS SHEATHING OR }' CDX ON J' O.S.B. SHEATHING 5/8' GYPSUM BOARD OR 3' COX PLYWOOD L PER STRUCTURAL DETAILS PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE OR k CDX PLYWOOD OR 1/2' HIGH FASTENER SCHEDULE I -m —PRE-ENG WD. TRUSS 1-m, MTL. DRIP EDGE SECURED PER STRENGTH CLG. TYP. TYP. FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE O.H. O.H. STRUCTURAL 2x FASCIA PER vyw PER ELEVATION 2x FASCIA PER ELEVATIONS If ELEVATIONS SEE ENERGY CODE FORMS FOR CONT. 2x RAT RUN 81-CURED PER PRE-� INSULATION R-VALUES PRE-ENG TRUSS VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSULSEE EATITION R-RGY VALUES FOR PER ELEVATION PRE-EWA GABLE TRUSS PRE-ENG. GABLE TRUSS I'-m' WEEP SCREED PER ELEVATION WEEP SCREED 2x FASCIA PER TYp 2x FASCIA PER ELEVATIONS Oy,l, ELEVATIONS 2x P.T. SECURED PER 5/8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER VENTED SOFFIT R-4U INSULATION VENTED 80FFIT STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS WINDOW ATTACF#'ENT SPECIFICATIONS PER MANUFACTURES SPECIFICATIONS R-4U INSULATION I/U' THICK, 2 COAT OMRENCE TAS PER PORTLAND G �R APPLIED MANUFACTURES C DIRECTLY TO MASONRY RENCE Ix2 P.T. FURRING 87'RUCTURAL STRIPE 24. O.C. I/2' THICK 2 COAT PORTLAND Ix2 P.T. 1/2' THICK 2 COAT PORTLAND 9' CMU CEMENT PLASTER APPLIED 1/R' THICK 2 COAT FURRING — STRIPS •�,,OP. CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. DIRECTLY TO MASONRY CEMENT , CMU DIRECTLY TO MASONRY WOOD BASE �LTERAPPLIED WOOD BABE DIRECTLY TO MASONRY V'-0' FIN. FLKI 0'-0' FIN. FLR 0'-0' FIK FLR _ I01-01 FIN. FILM 9J .. B' CMU G ALA. a n W/ WINDOW OPENING n TYP. WALL SECTION n W/ WINDOW OPENING TYP. WALL SECTION " " NO OPENING NOTE: \,ZJ NO OPENING PER SECTION S05.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A ( 41I—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM (5_\�1—STORY GABLE BLOCK WALL Di SCALE, 3/4'.1'-m' IS REQUIRED. FOR ROOF SLOPES -� SCALE, 3/4'.I'-0' OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 48613 TYPE IV, OR ASTM D 615"I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 a avBDM & LOT: ABBOTT PARK LOT #16 BLK #10 PItOJSCT# 04181.000-16101 MODMI. 4EBB "1828—CALI" GARAGE 8WINQ: LEFT PAGE: DETAILS %160 MPH EXP. C mmoll DAI'a: UNT 07/29/20 ®CALF: 1/4"=1'-0" SKEET D1 Im DO P.T. • CENTS OF DOOR FADER GEC IIED W/ (U In' X s' J-DOLT V4' MM. EPIDEDFENT WV 2' X 2' X US' WASHER 4 NUT OR IW (2) N' x S' ANCHOR DOLTS WV Y X 2' X V1• tlb -s,4, n 4 NUT ® BECISE 2w4 ON RAT TO MLK NAILS. 2Xf aApmm wom eucJc eeculED ® WV (0) 1,12' X V J-MOLT OR ANCHOR MOLTS. WV 4' MN. EI'lBEDMENT, WV 2' X 2' X VS' W4AMER 4 Mt. (1) UTHM S' OF TOP. (1) WTMIN S' CR THE ATM. (5) EVOCY SPACED. m ® IS p O m NOTES, ALL ANCFIORS SMALL ME IN ACCORDANCE TO MAIVACTLINEWS INSTALLATION MSTRNCTIONS S►ER alJ['J.1 84aTY1C 11 ARE M a� GARAGE DOOR BUCK ATTACHMENT 4GL4 N'•M1/ CMU L-II 1'X4' OR VX2' P.T. NAILER Ix4 P.T. OR %'X4' MIN. HRU SECURE TPRATE 4 EXTEND 1 Y4 INTO BLOCK W/ Vo' TAPCONS El FI(M#,L SHANK SIZE .145 MIK HEAD SIZE -200 MIN. EMBEDMENT I-Y4 WITHIN W 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 )1) DOOR JAMB TO BLACK +3/4 OR +5/4 RDIDOR TO B CK +3 1 OR +5 4 A SCALE, N.T . 2X4: s SECURE TO BLOCK W/ )W TAPCONS OR (MIK 614ANK SIZE .145 MIN. HEAD SIZE 300 MIK EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 W3' OG. MAX SPACING. 2X6:m SECURE TO BLOCK W/2-%' TAPCONB(MM. ebW4K SIZE 145 MIK HEAD sadDA70 MIK EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 8, CMU V O.G. MAX SPACING V DRYWALL 2X8,m I'X4' OR VX2' P.T. NAILER SEGO BLOCK W/2-i(4' CASE (MIK SHANK SIZE .145 MIK HEAD SIZE 300 DOOR JAMB OR WINDOW MIK EMBEDMENT 1 Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. 2X4= SECURE TO BLOCK W/ Ilis' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIK EMBEDMENT I Y4 ) WIT14IN 8' OF EACH END 4 STRUCTURAL 2X IB' OIC. MAX SPACING. MUST ISE ON OUTSIDE 4 2X6® SECURED THROUGH SECURE TO BLOCK W/2-Va' NON-STRUCTURAL V.- TAPCONS TAPCCN MIK I Y4 (MIK SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 S, CMV MIK EMBEDMENT I Y4) ' DRYWALL WITHIN 8' OF EACH END 4 18' O.G. MAX SPACINCs 'X4' OR VX2' P.T. NAILER 8,nN® 2X ❑ SECURE TO BLOCK W/J-Yo' 7(p' OAJS. X 4' MIK TAPCONB (MIN. SHANK SIZE .145 DOOR CASING MIK HEAD SIZE 300 DOOR JAMB OR WINDOW MIK EMBEDMENT 1 Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS, 18' OG. MAX SPACING. NOTE, SHIM AS NEEDED TO PLU 15 JAMB (DO NOT EXCEED )') DOOR JAMB TO BLACK +1-IS/if NDO VIIf TO BIIDCK +1-15/16 \,"WCALE. KTS. 2X4,s SECURE TO BLOCK W/ V TAPCONS (MIK SHANK SIZE .148 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' CF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE CN OUTSIDE 4 2X6mw SECURED THROUGH SECURE TO BLOCK WW2-4li6' NON-STRUCTURAL TAPCONS TAPCON MIN. I Y4 (MIK SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIK EMBEDMENT I Y49 8 . d AU a WITHIN W OF EACH END 4 DRYWALL 12 cImNo MAX SPACING ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK WR-�ly CASINGa' TAPCONS (MIK SHANK 812E .145 MIK HEAD SIZE 300 DOOR JAMB OR WINDOW MIK EMBEDMENT I Y49 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 Y4) NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAM TO BIACK +1-1 2" DOOR JAMB TO BLACK +2 �� in1 WDIDOW TO BLOCK +1-1 " in1 WINDOW TO BLACK +2 1/4f" " E, N.T.O. u SCALE, KT 2X4w SEGO BLOCK W/ 9(s' (MIR SHANK SIZE J45 MIK HEAD SIZE 300 MM. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O:. MAX SPACING. M UST 6E ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W/2-%'NON-STRUCTURAL V&' TAPCON MIK 144- (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIK HEAD SIZE 300 CJ U MIK EMBEDMENT 149 DRYWALL WITHIN 8' OF EACH END 4 10' OMAX SPACING. 11 4' OR DO' P.T. NAILER 2X8.C. m F SEA BLOCKW/J-V (MIK DOOR CASING 814AW SIZE .145 MIK HEAD SIZE 300 MIK EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER WS' O.C. MAX SPACING. MANUFACTURES DETAILS. WM 41a, A6 NiaO TO PL"..OR=NX aMMM&I DOOR JAMB TO BIDCK +3" SIN iR =W TO BLOCK +T \VSCALEs KT . 2X4= SECURE TO BLOCK W/ V TAPCONS (MIK SHANK SIZE J45 MIK HEAD SIZE 300 MIK EMBEDMENT i 4") WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18. O.C. MAX SPACNG. MUST BE ON OUTSIDE 4 2Xb,m SECURED THROUGH SECURE TO BLOCK W/2-11(s' NON-STRUCTURAL 41(a' TAPCONBIMIK 6HANK SIZE TAPCON MIN. IY4 J45 EMBEDMENT INTO BLOCK MIK HEAD SIZE 300 MIK EMBEDMENT 1 A') 8• GT�1 WITHIN 8' OF EACH ENDATTAC44 DRYWALL I8' MAX SPACINGX4' 2XB,u� a OR PX2' P.T. NAILER SECURE TO 15LOCK WW2TRUCTURAL 2X SECURE t0 TAPCONB(MIK SHANK MEMBER Iqg /(2)I2d WITHIN 8' OF EACH MIK HEAD SIZE 300ND 4 6' TO 8' O.C. MAX MIK EMBEDMENT I Y4)CASINGWTHIN 8' OF EACH ENDOOR JAMB OR WINDOW B'O.C. MAX SPACING TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" F 1/-TO BLOCK +3' SCALE, KTA. 2X4= SECURE TO BLOCK W/i4' TAPCONS(MM. SHANK SIZE .145 MIK HEAD SIZE 300 MIK EMBEDMENT 1 Y49 NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 W ' O.C. MAX SPACNG. SECURED THROUGH 2X* N NON-STRUCTURAL 41(r' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPCON6(MK SHANK SIZE EMBEDMENT INTO BLOCK J45 MIR HEAD SIZE 300 e, Cm MIK EMBEDMENT I Y49 • DRYWALL WITHIN 8' OF EACH END 4 IV O.G. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2XBm 11 SECURE TO BLOCK W/1-1/4' )6' OAD. X 4' MIK TAPCONS (MIK SHANK SIZE J45 DOOR CASING MIN. HEAD 61ZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IW O.C. MAX SPACING. MANUFACTURES DETAILS. „e,b 4N1 MNlip ro PfY7 JRR foO wr OEi A! DOOR JAMB TO BLACK +3-7/18" v RD4DO5 TO BLOCK +3-7/18" ALE, KT . 2X4- SECURE TO BLOCK U#4' TAPCONS (MIK SHANK SIZE J45 MIK HEAD SIZE JIM MIK EMBEDMENT I Y49 WITHIN8' OF EACH END 4 NOTE. STRUCTURAL 2X 16' Or- MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WA-I/4' NCN'STRUCTURAL -V TAPCONS TAPCON MIK I44' (MIK SWANK SIZE J45 EMBEDMENT INTO BLOCK MIK HEAD SIZE JIM MIK EMBEDMENT I Y49 6' CMU WITHIN 8' OF EACH END 4 h' DRYWALL IB' O.C. MAX SPACING. I'X4' OR VX2' P.T. NAILER 2XS® SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIK TAPCONS CASING (MIK SHANK SIZE J45 MIK HEAD SIZE 3" MIK EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER, TVOr- MAX SPACNG. MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3 3/4" H 3 R TO BLACK 3 4" E, KTA. 1441 N. RONALD REAOAN BLVD.�, LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407.774-4078 www.abdoslgngroup.com L AA #: 0003326 2 m O o@g 9 SVBDLV. a. LOT: ABBOTT PARK LOT #16 BLK #10 PROJECT* 04181.000-16101 MODET. 4EBB "1828-CALI" GARAGE a11►1NO: LEFT PAGE: DETAILS %160 MPH EXP. C ROLW A ABOUOWCRA I, d- A NO 93M A DA 07/29/20 SCALE: 1/4"=1'-0" 8*1EET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 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 23872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 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 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP WOOD CONNECTORS 2027 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.S 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 1065S.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 22/31./2020 FL 12019.1 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FLIVA4.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-R1 MI WINDOWS & DOORS SUDING 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 15279.20-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-M THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-117 THERMA-TRU EXT. 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-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-R7 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-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-119 IKO SHINGLES 30 YEAR 2M7 FBCR 9/6/2021 FL 158.1 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 07/27/2020 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003328 0 lUDDIV. ae LoT >! ABBOTT PARK LOT #16 BLK #10 PROJECT* 04181.000-16101 MODEL• 4EBB "1828-CALI" CARAGE IBWMC;: LEFT PAGIC' PRODUCT APPROVAL LISTING 160 MPH EXP. C PR30R'ED CONTROL JOINT� FLANGE OF CONTROL JOINTS Td BE WRED TIED TO LAIN • 9' Or. MAX (VERTJ. NOTXL PO NOT FASTEN CONTROL JOINT TO WALL EVEN P STUD EXISTS BEYOND EXCEPT STAPLES W) LEG MAY BE USED TO TEMP. DEG111% CONTROL JOIN PURM INSTALLATION —� FASTENERS TO BE SPACEP-7 • -I- or —MAX VEmAcALLT / RNI�A COAT CEMENT UM LAYER R. PORrPIEER DNLDMG PAPER APPROVED PETAL LATH FASTENED -I' (VERTJ O.G. MAX AT SUPPORTS UM LAYER % STUCCO ~ WOOD OWAT14M �ZRAOZZ ANO WOM410 LATH 6FLALL B! CONTINUOUS THROUGH JOINTS BIrt USE STOPPED A TED AT EACH 310E. IPE1U ASTM cNDba �D iX4 BLOCKING TAS)A PLACED FLAT MAX b' TO S' \ FROM CONTROL JOINT EN W CONTROL JOIN FALLS ON wom, \ L FASTENERS PON LATH TO BE NAILS 0 / STRIICTIMAL STUD �. STAPLES IN COI'PI.IAIICE till 1p, ASTM Ca r 2. UIRE TIES TO BE ONO. IS) 0ID4'D' WIRE a. BLOCICRI6 SHOWN MAY BE N ADDRIT \ TO WALL STUDS REGIRED PER PLAN OL HOLD MIMIC • Pr. A -4 OL . A N1iYO . PGA :. CRIAM . Pr. a L CPSAIN . Pr.O OL PGLD gIRC . Pr. A i CPMAa . PC, a Qp POL AY ® L TOLD rIaNIID . IR. A 2. CREAM . PL a a COMA= . PT. O 4 flow PT. a PAR Pr. a TILL Pr. a TOYCTDa M t� 0 PLANN fLAlls[ wTSR rwrt WAL FOLD, oQ w1mcm. Y) p. MrrAu taeRart AT sarroN Q ROCP I rRlallwcTloRa APPROVED BUILDING WRAP SMALL DE LAPPED A MNRLM OF b' • VERfK.AL LAPS (ROLL ENDS) a b' a HORIZONTAL LAPS, ALL SEAMS NEED TO DQ TAPED um FORI7GER GEATIIIN6 TAPE \\ rMM L.AP. nsrx LATH // �C X LATH VERTICAL LAP TO BE P —n METAL LATH Ulm LAYER M, STUCCO ae4IP PANT R OW Y / WRD LAYER 4. FORTPIBER \BUILDING PAPER 1I I f 2 ecALE, I Mn•.r.a ® KICKOUT DETAIL w,De TtlMT MAIL (sac aA bam DEG LAPS OF META. PLASTER DARES SHALL DE SECUPIRD TO FRAMING MEMBER& THEY 64ALL BE TIED DETLEEN G I-MORTS WITH CAWIS-IN (191-M M) UAW AT INTERVALS NOT MORE TWIN 9' (229-M U. AS PER ASTM CIDba IAL FOR REPAIR OF TEARS IN Ulm LAYERS, TEARS MAY DE PATCFED UUHCUSE ~ TAPE PER MASP. GPEG OR PEEL i STICK WOOD SMEAT BUILDI PAPEF STUCG r THICK �a COAT CEMENT TM FETAL LATH URD LAYER 4. PORTPIDER BWLPNG PAPER Ulm LAYER 4 STUCCO UIUAP WOOD SMEATFMdI WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) • LAP WRB 4 TAPE OVER INQr](]F(IIIAI I Or —REED D ? S'XS' 'L' TYPE CONTINUOUS F Z GALV. METAL FLASHING (NAIL TO ROOF PECK, NOT WALL SHEATHING) CAP SHINGLE - OF NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT ROOF PER ELEVATIONS ONIA)) FLASHING 4'.4' GELF•ADHEIMIG MEMBRANE PLASHING (O"ATIBLE UV HOZF6 WRAP MATERALJ OVER P OR LESS PPE FV*-rRATION CUT AND OVERLAP ONE SIDE OF SELF-ADFERNG ME'EIRAIE —� FLAGIMD STEP NSTA.L FASTENERS (CLIPS, STRAPS. STAPLES) AS — REGUIZO TO arc" PIPE/ WIRE TO FRAMING N.T.S. 4• 6. W14' SELF-ADFERM MEMBRANE FLASIIMG (COMPATIBLE W) HOUSE ~ MATERIAL) OVER 4SW' SELF-ADMERING; MEI'EfRA•E FLASHMG OVER APPROVED MOUSE UAINAP. R-AMIMG To eXTL+Mo aNro tRIFt. ` CUT AID OVERLAP ONE SIDE OF STEP n SEL RING MEMBRANE KIND LAYER ti STUCCO WRAP UI S LAYER 9. FORTPIDlR DULDN6 PAPER MarAL LATH b•.b' SELF -ADHERING MEMBRANE PLACING OVER APPROVED MOUSE UlE4P. �ASNSIG To eXrom allro nPa WO". BE OF SEALANT INSTALL APPROVED MOUSEWRAP AR INFILTRATION BARRIER OVER aHEATMING SECTION PER SECTION RMS.7 F.101IIITIIUS1a afd NIIla1M Exrodw use of portiand —M Puter shall comply wgh tit applicatim ,squimmants of ASTN C 928-12A. InamllaUon ol.n d.4" aM I —mg shall comply with ASTN C T3 22A. T LEGEND DRAINAGE PLANE (UWB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFI5ER BUILDING PAPER) METAL LATH STUCCO x—x—x—x SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-84'1-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD RFAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7748078 FAX 407.774-4078 www.abdeslgngroup.com AA M: 0003326 1 s )­ litVL 7 0 r IE 0 2 8L78Dm a LOIt T: ABBOTT PARK LOT #16 BLK #10 PROJECT# 04181.000-16101 MODELa 4EBB "1828—CALI" GARAGE 81117NG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C Q3 Lgkv oses DRINT A 07/29/20 BCALE: 1/4"=1'-0" 8HEET WA BACKER ROD BACKER ROD WRD LAYER 9, A111rr2'!3 IIJRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASFIMG OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. VENT CAP IS TO ISE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDESJ4 CAULKING • JOINT ALL AROUND. PER SECTION R703.7 E7dWW Islfft and Dlasierim 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 J' THICK, 3 COAT CEMENT PLASTER METAL LATH UPS LAYER'4, 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 SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-841-OS, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC STUCCO FINISH W SELF ADHESIVE OVER TOP t SIDES SELF WOOD SWATHING FLASHING LAYER -q, UNIT STUCCO WRAP LAYER n, FORTIFIBER PREMANI.F. DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) Wom CONSTRUCTION ' ;�FWIS14 a YJOODD FASTEN TO W000 STRUCTURAL SEALANT MI9'1DER • T' = MAX TOP t SIDES ° cm / I um xIQSE L 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'MICK PLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE — PLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK PLASM A VENT PENETRATION SCALE: N.T.S. Mr%GN IV r%=6rG1 YG STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I `ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM — " "' "" "" R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT ® ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR SOX INSTALLATION WRB LAYER M, STUCCO WRAP WOOD SHEATHP APPROVED HOUSEUIRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-Z BEN OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS =E- 6' WIDE STRIP SELF A04-E64VE FLASHING, CLEAN MASONRY BEFORE APPLYMG HORIZONTAL WEEP SCREED (FRAME TO BLOCK B' WRB LAYER "I, STUCCO UIRAP CUT 'X' INTO SELF -ADHERING / MEMSRANE FLASHING APPLY WLF-ADHERING MEMBRANE FLASHING OVER SOX AND OVER APPROVED WRB LAYER M STEP 1*1 STEP 52 WRB LAYER SSTUCCOIWRAPP APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP [�MEMBRANE �L FLASHING `WRB LAYER 02, FORTIFISER BUILDING PAPER STEP 1*3 STEP 1*4 ELASTOMERIG COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP 1*6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32760 PH:407-7748o78 FAX 407-774.4078 wwwshdWgngroup.com AA a: 0003328 F C X 0 BtMDIV. & IQ1`. ABBOTT PARK LOT #16 BLK #10 PROJECT 04181.00t-16101 MODEIe 4EBB "1828-CALI" GARAGE SWAG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASI-IING - - - - - 21/21/2" k CORNER BEAD (FASTENER 4 SPACING * 'I' O.C.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 p�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407.774.8078 FAX 407-774.4078 www.abdesigngroup.com AA M: 0003326 J b b o Ll eUDDIV. & LOT ABBOTT PARK LOT #16 BLK #10 PROJECT* 04181.000-161 1 MODr .: 4EBB "1828-CALI" GARAGE BWMQ: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (URS LAYER "I, STUCCO URAP) URB LAYER 62 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO • • V 7//%%//////// DwYRIJC10N T7 UPOW SHEATHMG WUTNM SAMMEla Rallis" TWR l'lM6TIVE 6'ISAMa ftAGHM STARTER STRIP U)SA M IFEl6I6TIVE BARIMEW Ew cm \\` y RM HEG \ GALVD METAL GALVV METAL ' ' 'Z'PLA6NMG Z• PLASHNSUx TE TFUSM I•@Mw, /STMI MEMEULKM R I \ ` / pOR APPROVED GRALAW I OEAQ SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION Y700D 6 . THMG UNATHER RESISTIVE m.4RIIIlam 4 Wt� MOISTIVE 1IX21 T $• LAP 6IDMG WARD I SAT�TL41 pQ -'lM ' < PLmwt4\ l7 MI om I�EMSTIVE Ot STARER STRIP / \\ \\ WATI-M ME016TIVE 1615ifft an\. \ j v �-AOHERM GALV\ ' " GALw METAL m PLA METAL •r PLA6NMG LA6HIMn HAMS TRIM PER on ELEVATION T RIPE RAMIE TM R ELEVATION AL dkAP OR APPROVED 6EN.A4 ROVET owIAI%NM SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITIONS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32T80 PH: 407-774.6078 FAX- 407-774-4078 www.a bdeslgngrou p.ODM AA B: 0003325 d i? % A 8o � gbg 6 ounD:v. 4k LOT ABBOTT PARK LOT #16 BLK ##10 PROJECT# 04181.000-161 1 MOD=- 4EBB "1828-CALI" GARAdL' SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C M MORIN DATE: 07/29/20 BICALID. 1/4"=1'-0" mHXmT 14 WA4 1/8' TEXTURED FNISH • WOOD, j' ,I 1/2' TEXTURED -------------------------------+------1 2x6 SUB-BANb FNISH • cm W/I'x4' NOTCH a METAL LATH /------------------------- ------ END, WRAPPED IN PEEL 4 STICK " METAL FA&WA WRAP WOOD 844EAT'HM OR CPU 1 C DRIP EDGE P UM LAYER A, STUCCO WRAP (FRAME oNLY) 1 1\\ 1 = WRB LAYER 02, FORTIFIBER I--------------------- --------- ------ % 1/8' TEXTURED 1 \ ---- BUILDING PAPER (FRAME ONLY) 1 FINISH a WOOD I \\ axb SUB BAND CEMENT 1/2' TEXTURED \ \ I FINISH a CMU \\ DRIP EDGE \ ' \ i \ METAL FASCIA \ WRAP Ya' FROM \\ O p L A * I �l 5 METAL KICK OUT STUCCO, 11 FROM WOOD WALL I \\ - -- :' �\ ------ \\ EXTERIOR WALL (FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK(BEYOND) `\ DRIP EDGE, I' OFF WALL NOT INTO STUCCO) 11/6' TEXTURED FINISH a `�\\\ /WOOD, 1/2' TEXTURED FINISH a CMU 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ®E L E 1/,4T I ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND W/Wx4' NOTCH a END AL 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 or - DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/V5'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003326 c o a I]P tMDIV. agBBOTT PARK LOT #16 BLK #10 ROJECT# 04181,000-161 1 MODM 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND %160 MPH EXP. C Z O R in 39'-8' 3'-4' 3'-6- 36'-2° 0'-0' TOP OF SLAB " — 1 — — — — FM-12X12 7 E ;— — — — — — FM712X18 — XI SLAB F-24X24J J �I 1,-0• �31/2 `, � 10 10,_01 • I EXTEND FM-12X18 4' PVC CHASE SLAB 1 1/2' 111 1 1 TOP OF SLAB I N 1� L— — — — --LE-1 I I I *5 1/2 <° 1 T-8° 2'-8" I I m 1 I I o EXTEND 1.1 4' CONC.I FM-12X18 m I� ' I .� N uj la w SLAB 3'-4' I It%j tl ,A3 Y I -7 1/2 2 LL O J I °P ,.1 , 1 FMC-12X18 FM-12X18 a ------ FMC-1 18 - L 1. FM-12X,8 1.1 0 ----- 4 4 21-W 16'-0' 2'-8" 4'-4° 3'-10' 10'-2" 21'-4' 14'-0' 39'-8" FOUNDATION PLAN SCALE: 1/4"- 1'-0' FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-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. a. 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. I1.OINDICATED 05 BAR, OINDICATES #6 BAR, ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 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 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.630-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530.13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE'M' OR'S' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0' O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4XW1.4 OVER GENERAL 31/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SH RT LONG TE-1 8- S PLAN 10' s FM-12x12 12" CONTINUOUS 12' - (2)#5's +0'-0' FM-12x18 12, CONTINUOUS 18, (2) #5's FM.16x18 16' CONTINUOUS 18, - # s FMC-12X18 12- CONTINUOUS 18" - s #6 IN CURB VARIES -24 4 2 ' 24' e # 001 4' 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774.4078 www.abdosigngroup.com 1 AA #-. 0003326 U F 94 r 6 R.O susDm a. LOT ABBOTT PARK LOT #16 BLK #10 PROJRCT# 04181.000-16101 MODICI. 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: FOUNDATION PLAN %160 MPH EXP. C AUG PRINT DATE: 07/29/20 8CALS: 1/4"=1'-0" 8HzzT s1 W. MIN. EACH WAY e MONOLITHIC FOOTING Z STEEL REINFORCING M GROUTED 2' t. STEEL REINFORCING IN GROUTED ° r['- • o " CELL SEE PLAN FOR SIZE AND �_ p; CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS r 1 P•° 0r. SPACING REQUIREMENTS ¢T • �j GARAGE DOOR mW m U W I'�R '. °e RECESS O � CL S —�� ° I FM O C0 O 4 W 8` Z 8' CMU WALL 8' CMU WALL ° . CORNER BARS, SAME SIZE AS LARGER BAR I W O0 m c m Z ° •I FOUNDATION WITH 30' LEG EACH - O ui to U) r 0'-0' ° - TOP OF SLAB r Ob' TOP OF SLAB W WAY AT ALL CHANGES IN DIRECTIONS I _. SO THAT THE STEEL REINF. IS CONTINUOUS fA e ° MATCH AMOUNT OF CONTINUOUS BARS °I ° •I. ?k /x CURB FOR MASONRY EXT. PORCH SLAB ° • �� SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (i-STORY) A3 18' � , EXT. PORCH SLAB - VARI SEE SLAB SCHEDULE TOP OF GARAGE o. I . >. ,I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE rape UNITS SET AT ELEV: W/ 1/2' ISOLATION JOINT (WHERE 8• CHAMFER (2-STORV) p4 24• W/,/2' IS 4' CHAMFER (I -STORY)° < 6' CHAMFER (2-STORY) 0'-0' APPLICABLE) f SEE SCHEDULE R5 JOINT (WHERE EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WAD, BAR SIZE w6 36' APPLICABLE) Z_ 4 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (Ia. 2 TO 3, PROVIDE 2 BARS), UNO h7 42' w EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34'=,'-0' n L SCALE:34'=1'-0' � GARAGE CORNER BARS DETAIL DOOR OPENING 4 SCALE: 3/4'=1'-0' SCALE: 3/4'=1'•0' LAP TOP PLATE AMIN. OF 48' --may LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-80WS, 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 STUD11 OF WALL W/ PLAN ul I 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING 2' CAPPED j fA NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O 0- SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 1/2'x9' WEDGE ANCHOR W/2' BTM. PLATE TO BE PT. W/FLANGE 0 BASE ¢ g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL, TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO d 6', UNO PLATE EPDXY 5-1/2' EMBED. MIN. 0i6' OC SLAB W/tOd MASONRY 4 < FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. NAIL 18' O/C STAGGERED. io = R SPECIFICATIONS FOR N BTM AND TOP PLATE ADDITIONAL METAL < USE AND m I ANCHORS W/ 10d x 1 1/2' CONNECTORS NOT SECURE FLANGE TO SLAB W/(4) 1/4' X 21/4' PREPARATION OF HOLE. COMMON NAILS FILL ALL N /n REQUIRED WHEN NO UPLIFT IS PRESENT. TAPOONS W 0: HOLES, DO NOT USE 10d W LU x 3' cc SEE SLAB SCHEDULE ¢ SEE SLAB SCHEDULE c o to pQQ� r0-0 TOP OF SLAB +-0-0• TOP OFSLAB - < , ...—�.a..�...;° 4' CHAMFER (1-STOR`n 6' CHAMFER (2-STORY) n •��. —`—°. EQ- EQ- SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE b BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY 3DALE: 3/4•=''-°' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 SCAlE:34'=1'-0' l••/ UPLIFT) SCALE:&4'=1'4Y (NO UPLIFT) SCALE:34'=1'-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 TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS .LAP z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE ¢ a.. PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO O BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 6 W m 16' O/C STAGGERED. ADDITIONAL METAL U d CONNECTORS NOT cc p ,n 8' CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT.Z POURED LINTEL CONT. (TYP.) �, ..a-' 8' CMU FILLED CELL (TYP.) " TOP OF SLAB SEE SLAB SCHEDULE ..I• 2X WALL FRAMING < SEE SLAB SCHEDULE 1/2' DIA. SIMPSON STB2 BOLTS 5' r-0' Z Z - • " MINIMUM EMBEDMENT INTO TOP OF SLAB e,. 'ISOLATED' COLUMN PAD GROUTED CELL, 4' FROM ENDS AND zo UNDER WALL AND 18' O.C. VERTICALLY MAX e • ._CENTERED POURED MONOLITHICALLY WITH a'.� -- - r FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE ,�'-^i-�yM1—r-y' 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 AND COL. PAD BLOCK WALL CONNECTION (NO UPLIFT) 8FM0QTjl!NG SCALE: 3/4'=1'-0' 11 SCALE: 3/4'=1'-0' 1 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdealgngroup.com AA 8: 0003328 won K y �A gb 6 io i SUNDIV S. LOT: ABBOTT PARK LOT #16 BLK #10 PROJECT* 04181.000-161 1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS %160 MPH EXP. C AA NO DAA E: 07/29/20 SCALE: 1/4"=1'-0" BHEET s1.1A TIE VERTICAL REBAR TO HORIZONTAL REBAR W110' HOOK GROUTED BOND BEAM #5 BARS p CLEAN OUT REQUIRED Q FOR INSPECTION � 0'-0' FIN. FLR. TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK y � BAR SIZE 48 BAR DIA. Z� #3 18, g >O #4 24' � U #5 30• #6 36' #7 42' HORIZONTALIVERTICAL REINFORCING � SCALE: 3/' a � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a. SPACING REQUIREMENTS Q~ Ol U taA Z 8' CMU WALL TOP OF SLAB 4 TOP OF SLAB SEE SLAB SCHEDULE Z w a BAR SIZE 48 BAR DIA. g > e W//2 OISOLAT ON 4'CHAMFER (1-STORY) #3 18, O • a q a e JOINT (WHERE 6' CHAMFER (2STORV) 24' APPLICABLE) Z MATCH STEEL �• i REINFORCEMENT 8' PVC CHASE PER SCHEDULE #8 42' iv 6' PVC CHASE THRU FOOTING THRU FOOTING � #7 q2' MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/4'_t'-0' CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441N.RONALD REAGAN BLVD.�. LONGWOOD, FL 32750 PH: 407-7746078 FAK 407-7744078 www.abdosigngroup.com AA M: 0003326 m� H 0 r 4 igo S kbk 6 ABBOTT PARK LOT #16 BLK #10 PROJECT 04181.00 -16101 MODEZA 4EBB "1828-CALI" GARAGE 1lWDJO: LEFT PADS: DETAILS 160 MPH EXP. C A. A NO DART E: 07/29/20 SHSST S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 1Od x 1 1/2' HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H1 OA OR LGT2 W/ 1 Od 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 CONCRETELINTELS. 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 PSS36, .177" ° x 2 7/8" LONG, WITH WASHER 42 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) SIZE REINFORCEMENT STIRRUPS REMARKS HTM. TOP MID SIZE SPACING Bel MASONRY 3000 8x8 (1) #5 WA GROUTED SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS 41Nh4MlS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOAD PLF TYPE 8U8 en#e ■Asa eF1a4a 4Fs4w eFlsas e�aabe TYPE _._ I _— Iervi LENGTH T-V (42') PRECAST 2231 *r (4n PRECAST 1088 ,V4r (541 PRECAST 16W 6'41� (64') PRECAST 1217 r-10' (70.) PRECAST 1082 r-r (m PRECAST We T8 Pn PRECAST 743 7-P (1M PRECAST 664 10'4r (128) PRECAST 475 114' (13n PRECAST 382 Ir-W (1M-) PRECAST 337 irw (ion PRECAST 208 14'4r (14n PRECAST 279 14'41' (17C) PRESTRESSED NR ISW (184') PRESTRESSED N.R 1rw mn PRESTRPBBED N.R 10V' (232') PRESTRE88EC N.R. 214' G669 PRESIRE88FD N.R. 2r4r (264') PRESTREBBED KR. 24'4r (26B') PRES7RE88ED ��0000 00®Ommm om0000m loo®omm o�mmoov oo Qomm mmmo�oo "mmm"" m m=mmEmm:m= 1iiG = 0movo�r �m000�o �0©Ey7©Q'_"Ci Om�O©m0 000 OEM o oo®oomo OEM" 0 000mo�o oo©o©oo ®oo0m�o ©�Om�mO "OEM MIEREEzo®0 OI00©"0" 0�00®gym 0m00®mm ©00"0Erm NR 174 I 210 1 40 1 444 1 4N I 10Q I im (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. ALL VALUES TAKEN FROM'SAFE LOAD TABLES" BY CASTCRETE MAY2015 EDITION ALL PRECAST PRODUCTS ARE TO BE NSTAUED PER MANUFACTURES SPECIFICATIONS V-S' (421 PRECAST 1025 1024 IM 4LW (48) PRECAST 786 763 1300 4'4P (641 PRECAST 502 Wi 1073 SW (In PRECAST 411 411 746 V-10' (M PRECAST 340 339 818 re' (76') PRECAST 6m 721 400 re' (W9 PRECAST 424 834 383 VW (1M PRECAST 326 612 230 104F (12n PRECAST 264 401 180 ARP (13n PRECAST 200 462 154 IZW (144') PRECAST 244 402 IV 13'4' (1W') PRECAST 217 324 110 N'4r (Im PRECAST 206 203 100 uw (176') PRESTRIMISED N.R. 204 01 164' (184') PRE N.R. 260 83 tr4' P" PffiffIRESSED MR 194 84 IW-C Mn PRE NR 140 62 214' Wn PRE NR I= 42 2r4r (2641 PRBB11AE88EC NJL J 118 40 211041' (Wn PRESTIMED MR 1 0/ 33 SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS 0-4— SAFE LOAD - POUNDS PER LINEAR FOOT TYPE I 9%4T I 4Fr?1r 4F144T enatr 4F>t rt eFtslr 4Fmr �m0000�0 moAm000 moom000 �00000®o �m00000 Mca=C 1 "EM", OD®�©gym mQ"C] _?m'1EZ^g>Q3F�1@1I 0 l51=v '1=rii7.1mr 0�?'IQ9Q'1�.7^�1Q�i 0=©'1E}1=CPS= ©@MR,19Q"Q"I I t I E "Q*Ip_�' (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE PROM LO MUM P OF BEARDS PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 L— — — — — — — — — — — — — — - A - — — — — — — — — — — — — — — d V — — — — — — — — — 16— — — — — — — — — — J LIFT BEAM PLAN SCALE: 1/4' = V-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA 4k 0003326 0 0 O to 0 aumm & IAA`. ABBOTT PARK LOT #16 BLK #10 PRGJEC4# 04181.000-161 1 MODEIa 4EBB "1828-CAU" GARAGE 8WM0- LEFT PAGIC: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4'=1'-0' PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. PEP O 1991 F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. ` WIDTH 11 OF #5'S, IN 2ND BOND BEAM COURSE a \PEO �F��6-1T/l M/ B P�f�FF' QQ' NOMINAL HEIGHT 0 # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - IT/1 W08 INDICATES A DOUBLE BOND BEAM # OF #51S, BOTTOM AND XFXX-1TMWOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX-1T/iMfOB INDICATES A LINTEL DOUBLE BOND BEAM ABOVE UNFILLED WINDOW PRE -CAST •31 WINDOW n. SILL Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION BOND E BOND BEAM �� �1#5 1#5 TYP. 8'xi6' m BONO BEAM BX16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8X8 BOND BEAM TOP OF W/ (i) #5 BAR BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8X8 PRE -CAST CONCRETE LINTEL W/ ( I1 #5 BAR (L2) MASONRY LENGTH OF BAR = WIDTH OF OPENING -2 BEAM DESIGNATION OR 2 Bx8 PRECAST CONCRETE SCALE: 3/4'=1'-0' LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS Tl1R PRECAST HEADER(MIN) 20 (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 WALL 5ARCHWAY FRAMING DETAILS SCALE: 3/4' = V-O" I SINGLE #5 CORNER OR TURNED DOWN INTO STEEL REINF. OF BAR, 3OX30TURNED U7 FILLED CELL BOND, BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4'=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX- 407-774.4078 www.abdeelgngroup.com AA #: 0003325 1 C b b 144 a - 7 SVHDrv. & LOT: ABBOTT PARK LOT #16 BLK #10 PROJECTp 04181.000-16101 MODE1. 4EBB "1828—CALI" GARAGE BWMQ: LEFT PAGE: DETAILS 160 MPH EXP. C ARMli►Lelffelt 3 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" 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/ 1 Od 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 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 2x8 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 I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN; LEAST 8' FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4' = V-0' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407.774.4078 www.abdosigngroup.com L AA #: 0003325 t 4 7 e+ F la o ikko fill a 40 O aunDIV. Js LOT ABBOTT PARK LOT #16 BLK #10 PROJECT# 04181.000-161 1 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: FRAMING PLAN %160 MPH EXP. C ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE O 24' O/C, SUBMIT SHOP 'ROOFNYALVFLOOR DRAWINGS FOR REVIEW SHEATHING A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE' A 1100 UPLIFT SIMPSON (9) 10d x 1 } NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETAt6 HTSM20 W/14) B-(2) SIMPSON HETAt6 TRUSS ANCHOR WITH 'ROOFANALUFLOOR TRUSS ANCHOR WITH NOTE: APTSYP i22'x TRUSS AND 1/ ' x x21/4' SHEATHING (12) t x 1 }' NAILS TRUSS FASTENER SCHEDULE' z 1 NAILS TO 6', 6' x ADDED MAY E TITEN 2 ANCHORS H RS T DBL STRAP, i EACH SIDE WRAPS UP AND SIDE GI DE GIRDER. PROVIDES' R W/ 10d NAILS, 2 ROWS, 3' NAILS, O CONT POURED LINTEL 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 It 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP f2 2' x 4', (16) X 3 }' NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE -ENO TRUSS 6', 8' x 4'-0' MAY BE ADDED IM (2) SIMPSON HETAt6 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12) 16d x 3 J' NAILS TO GIRDER 0/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/70 tOtl 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 tx2, 2x WOOD FASCIA ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) pt' x 5' TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL 2x SECURED W/ (3) 1. }' x 2 }' TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES O 24' 0/C, ix2, 2x WOOD FASCIA (2)? x 5' TITEN HO TO CMU AND (18) SOS }' x COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3' TO GIRDER 12- O/ 12' O/C FOR REVIEW Zx SECURED W/ (3) 16d C•(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }' x WTITEN 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, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LSS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) 8 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2' COVER & 2' APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 88M LBS (2 PLY MIN.) REPAIR OF MULTIPLE TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR § A3T4-0T SSlb&TYPICAL TYPICAL ROOF S GIRDER CONNECTORS) 2a 2b 2c `"`� SCALE 34'=1'-0' GIRDER CONNECTOR(S) (2) 2X4 No.SYP DIAL. 2x4 BLOCKING BETWEEN 3/4' T & G SUBFLOOR GLUED AND BRACE W/ (3) 12d O EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA1220 GAUGE COVER 5 TRUSSES) 4'-0- O.C. (AT SHEATHING W/ 10tlx1/2 HOG NAILS SEAMS) 0'-0' TO 30'-0' (1)'X' BRACE O EACH END. TOTAL OF 10 30'-1' TO 60'-0 (3)'X' BRACE SECURE 2x8 PT. PLATE (1)'X' BRACE O CENTER TO BILK W/ 1/2' DIA. FLOOR BRACE DIVIDED ANCHOR BOLT W/IG GIRDER 8'-0" MAX (W/l X4) FROM CENTER O END. WASHER WASHER SET IN HIGH OR 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6' * SEE ARCHITECTURAL MIN. EMBED. AT 32' OC PERELEVATION tx4 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 4 V aY PLAN FOR LOCATION MAY NOT BE CONT. 2x4 SECURED W/ (2) 10crs O EACH TRUSS SECURE TRUSS TO TOP PLATE W/ (2) N d F REQUIRED TO BE INSTALLED O 16d TOENAILS 10'-0' O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 6/6' A.B. WITH BTM. CHORD OF MIN. 7' EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18) 16d x SEE SCHEDULE FOR 2x4 OR 2x8 WOOD BEARING 2.1/2' NAILS TO POST., BOND BEAM RED. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL, TOP PLATE PROVIDE BLOCKING a. 1/2' GYP. WL. BD. • - iz4 BTM. CHORD BRACING e'-W O/C END WALL OR OTHER ° �� °� MAX, OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF * r -.� . n. 10'-0' O/C MAXSECURED W/ (2) 10d COMMON NAILS AT EACH CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END INTERSECTION TYP. BTM. CHORD BRACING PRE-ENG'D TRUSS SCALE: 3/4'=1'-0' %-�GIRDER/WOOD POST CONNECTIONS &-- SCALE:3/4'_V-0' 6 a, SCALE: FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE �* SCALE:3/4'=V-0' (NO UPLIFT) NOTCH DEPTH I/4'D �°/)` HOLE EDGE USED SO LONG AS THEY CONFORM TO THE METER FOLLOWING L. 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 (F7 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 ORLGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, 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 ALTERNATE MATERIALS 11 AND BORING LIMITS S SCALE: 1 1/2'=1'-0' SCALE: 3/4'=1'-6' 1441 N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA M: 0003325 h N b 8R0� 4 6 a 8UBD:v ae LOT.i ABBOTT PARK LOT #16 BLK #10 PROJECT* 04181.000-161 1 MODEL 4EBB "1828—CALI" GARAGE 8lnNQ: LEFT PAGE: DETAILS 160 MPH EXP. C VTCR SPACING (1) AT EA 2x4 BLOCKING BETWEEN TRUSSES VTCFI AND 8'-0" O (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d O EA. 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0-0• TO 30'-0- (1)'X' BRACE \ 30'-4' TO SO'-0 (3)'X' BRACE PRE-ENG GABLE TRUSS (1)'X' BRACE 0 CENTER \ (2)'X- BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH \ (AS PER TRUSS ENG) 71\ PLYWOOD SHEATHING, SEE 'ROOF/WALL/FLOOR SHEATHING �)/�' FASTENER SCHEDULE' Li SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1x2,2x WOOD FASCIA NNECTION PER VENGINEEREDlWOOD SEE ARCHITECTURAL SS MFG. 2X SECURED W/ (3) 18d GALV. COMMON NAILS. 4- O/C, 1X2 SECURED W/ 10d DRAWIGALV. COMMON NAILS CONT. 2X4 RAT RUN 12'O/C L SECURED W/(2)12Cs0 PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS SCALE: N.T.S. 1 W/ HIP RTURN ESCALE:34'=1'-0' PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO SAYS N-0- O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) PRE-ENG'D WOOD TRUSS (TYP) 0 24' O.C. MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x5 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2' DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 8' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' O.C. MAX - CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) tOds 0 EACH TRUSS TO BE INSTALLED O 10-0' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL � SCALE: 3/4•=1'-0' r • 1441 N. RONAA3277W LONGWOPH: 407FAX: 40www.abdeAA 8: a Y � r KKKO SQ 6 f]P3M HDIV. Ae LQT: BOTT PARK LOT #16 BLK #10 OJECT* 04181.000-161 1 MODEL. 4EBB "1828-CALI" GARAGE MrMG: LEFT PACE: DETAILS 160 MPH EXP. C —LE END HP RDDF�1' ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE7-10 ZONE 1 = 23.79 PSF (3379) ZONE 2 : 39,48 PSF (49:48) ZONE 3 = 67.16 PSF (77.16) 'A'= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: ISO MPH WIND EXPOSURE: -C' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' O.S.B. OR 1/2' COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS, SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4' O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DNA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2' 0.120" 170,000 RING (18.20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1, NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESH-1539 EXTERIOR SHEATHING USE 1/2' COX OR 7/16' O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT WO C. O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS G 4" O.C. .. TOP & BOTTOM EDGES .- Z O O W . Z = U O 2 m p N —1 Z . Z . M Y a ro z a Z Z LN 2 p 3L� w w0®6iM U F U w O w tO a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. O RAFTER OR TRUSS � ROOF SHEATHING —� =MOM= 11 . . ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING - 8d RING SHANK GUN NAILS O 6'O.C. IN FIELD 8d RING SHANK GUN NAILS 0 12' O.C. IN FIELD or Sd X 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' O.(i+l(J FIELD J\ TYP. 3l4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL., ELECTRICAL, PLUMBING AND S1TE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 20W, StN EDITION AC1318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 630-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10AND 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 13RQUGHT 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 SLAS-ON-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psi 20 psf TOP CHORD-rallHbrlcurrant 10 psi BTM CHORD -ppn-ConcDrregt DEAD LOAD DEAD LOAD 1& PH TOP CHORD 20 pst TOP CHORD (7 psi w/ ASPHALT SHINGLES) (10 pef W/ No GYPCRETE) 10 ps1 BTM CHORD 5 psl BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1OPBt BALCONY LIVE LOAD 80 pV STAIRS LIVE LOAD 40 pst WIND: DEAD LOAD SPEED. 160 MPH3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE Q RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10Pef, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20Pe1, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30paf, BALCONIES (EXTERIOR) AND DECKS: 40pst, GUARDS AND HANDRAILS: 200psf, GUARD INFILL COMPONENTS: 50pef, PASSENGER VEHICLE GARAGES: WPM. ROOMS OTHER THAN SLEEPING ROOM: 40pst, SLEEPING ROOMS: 30psf, STAIRS: 40pst 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. FOUNDATK)W SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000pd FOOTING EXCAVATIONS AND SLAB SUBARADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 06% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0.1667. 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 GEOTECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 2B 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 SHALLSUBMT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEIAEM. CONCRETE SLUMPSHALL NOT EXCEED 5' d-PRIOR TO THE ADDITION OF PLASTOM ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM CM. MAXIMUMAGGREGATE Siff SHALL BE 3111. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETEARE TO BE CHAMFERS) Yr PROVIDE 6411L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SUIB9-01,14ROMA WHERE INDICATED ON DRAWiNG6. SEAM LAPPED 6INCIES AND SEALED WITH AOFESNE 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 ACI 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. EXCLUSIONS FROM THESE PLANS: WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM AT85, 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 Y-T OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A616 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A816 GRADE W IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL SENDING 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 6x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: "BAR - 25' #6 BAR - 36' $5 BAR - 30' 07 BAR - 42' PROVIDE 3W x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE 'SPECIFICATION MASONRY STRUCTURES' (ACI 630/ ASCE S/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE, ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm - 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 30DO PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' 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 OUTUNED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/B' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED, FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO, (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy - 36 MI FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-600, GRADE B, Py - 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy . 36 kel . 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. CONCRETE SHALL COLDLY WITH ALL THE REOUIREME NTS OF ACI 301 AND ASTM C44 OR MEASURING, MXING, TRANSPORTING ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETETICKETS SHALL BETIMESTAM PEDVMEN CONCRETE IS BATCHED. THE MAXIMAL TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNITES IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OVMERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3' FOR CONCRETE CAST AGAINST AND PERMWENRY EXPOSED TO EARTH (FOINJDATIONS� B. FOR CONCRETE EXPOSED TO EARTH ANDIORWEATHER, 1.1/2' FOR A8 AND SMALLER 7 FORd6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314-FOR SLABS, WALLS AND JOISTS 1-1/C FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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 0.25 PCP 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 K' OF HEARTWOOD. MINIMUM NAILING PER FSCR 2017, 61h EDITION. SEE NAILING SCHEDULE ON PLANS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER SYP 02. 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 REOUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TPI/WTCA BCSI 1' COMMENTARY AND RECOMMENDATIONS FOR HANDLING. INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI ASSA-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY &ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS &ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE 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 PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENER FASTENER APNILATgN 8RE tYPE SPACMD RENARK9 APPIICgTKW gDF TYPE SPACMO REMAfMS 1x2 PT NRRMO TO CABEHARDENEDCOx OM/d3E Wpq BUCK 1N'DLl TAPClx1 MABWRY 1tlY EMBED..4'ENO DIST„ MABONRYIOONC. NAL 112IO BQC ..ASONRTIC . NO WASHER FASTENER BO'C f,?FOIE OFiT. &10�AL. ExT. CCOR4 CASE HARpENEDOOI B'OC WINOOWN00F FfSTENED OMAOE DJOR &1CK tIY DMA. WI A'EM�D., t' ENDOIST., x ,BEE VIOLET WAR, I?Lap. BTADOEAW MTO MAFOFMYMANC. TOMABONNYIC , WAg R EXPANSION B0.T b.� B'EDOE OLgT. WMOOWBLCK CABEHAPDENEDCOIL B'OC WMDOWpOaLFABTENED METAL9TRAPro CONTACT THIS ENGINEER FOR SPACING ,x PT, BEF NOtEB NAx „4 Lap. gTAMERED NTOMASONRYICCMC, MASONRYIc— REQUIREMENTS XT.SWNO pOON (2I8NYDL1. 'TAPOOM IB OC tl?EMBED.B END. Ndi.BEAFMp W00D ,I1^ EXP—N 4•EMBED. 4'ENO 440L LDIET. BUCK91 T,9EE NOTEB NO WgSHER FASRIER 05T„11?EOOE GIST. WALL TO COIL. SLAB W/WASHER BOLT DST.,e' .PT WINWW 9B°PAFxYIAt' B'OC 4'END. DMT.,I t? ro gTEEICOI-gEE IWyW,��R giAO0ERE0 EDGE qgi. NOTE B 11. 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 MANUFACTURERS SPECS AND / OR NGA 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 8. WINDOW AND DOOR BLACKS SHALL BE A3 WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2z MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407.774.6078 FAX: 407-774.4078 www.abdeslgngroup.com AA N: 0003325 q a Z Ys W b� GI GI 4 SVSDM AC LOT ABBOTT PARK LOT #16 BLK #10 PROJECTN/ 04181.000-16101 HODELm 4EBB "1828-CALL" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C • �,- tom„ ���s+�z 7p�:.f� r �t,� <,��. �0.,c1 � ��sb