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Home My WebLink About7782 Broad Pointe Dr1_________22G0_3_EEB-ELST0N1 99 0 99 zlljl�' flc O® G N;-,ZX HOMES Q` Qsz t� p �s a 12602 TELECOM MRIVE, TAMPA, F1 33637 T4bl: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS . MMAW C.' ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION 8M MM `2017) .Ay I=& AM $'1'w'1'e W= A/C ADJ. AIR CONDITIONING LUM. �THRNABIBE M.C. LUMINOUS MANUFACTAURFRT OTroT 2-STORY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION OVG/IS BTO BET ISSUED DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 1 TEL: (813) 740-9720 FAX: (813) 740-9715 .00CUPANCY _ RESIDE MA4 GROUP R3 :CONSTRUCTION TYPE - VB 'YM. INTERIOR FI M - CLASS B • IC � SPEED - Vud=10 MPH Vied=124 MPH 'R� _ 0-STORY RESIDENCE 92-STORY RESIDENCE - YAX. HEIGHT AS PER LOCAL AND STATE CODES AMP. BD CL CAB. GLG C,R. CIFJC, CPT. C.T. D. DEL D.G. DIA. DIM. DLSP. DP. DR. D.S. DTL. AMPERAGE MIN. BOARD M.T. CENTER LENE MTD. CABINET MT.S CEEAR N.T.S. CLEAR G.C. CONCRETE PL CARPETEMI P.B. CERAMIC PH. DRYER PLY. DOUBLE P DUAL GLAZED PR.R. DIAMETER P.T. DIMENSION R. DISPOSAL RAD. DEEP R.A.G. DOOR REF. DOWNSPOUT RM. DETAIL R.O. MINIMUM METAL THRESHOLD MOUNTED METAL ON CTO ENTER ROPE T Y PROPERTY PUSHBUTTON PUSH B T PON PHONE PLATE PLYWOOD PAIR PRESSURETREATED ]USER RADIUS RETURN MR (BULL REFRIGERATOR ROOM ROUGHOPENING PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AlA-STAIR SECTIONS & DETAILS PG A2-SECOND FLOOR PLAN PG A3H-ELEVATION 'H' FRONT & REAR PG A4H-ELEVATION 'H' LEFT &RIGHT PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pl-PLUMBING PLANS PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN mmm Zen FBC WDATE m1DIAB STONE ELEVATIONS ADDED m/6Af CONSTRICTION DCCUMENTS ISSUED 041" FOOTING REV1810N PER M. BOUlEB 051NIr INCC BORATE 1-J018T DETAILS 4 FRAMM PLANS PER M. SCIAES 07/1�5 CONSTRUCTOR DOOIJ1RMT8 RE-I88UE2 m8/t fe BOLLARD DETAIL REVISED O 6AB DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 812A *STATE OF FLORIDA mASA! TftW IDS ADDED TO FRAMING "ET I SQ.FT. CALL. S mA5A8 PLAN MAINTENAJ4CE 0410UIB REVISED LWEL SIZE • ENTRr PROFESSIONAL ARCHITECT: D.W. DISEWASHER S.C. SOIJDCOREFXTDR PG DI -DETAILS 16T FLIT UYNO 9®1 SQ FT. 71D RR LNWG I�88 8Ci PT. TOTAL LKIM 2GE 7SG. FT. SFT. GARA453 SaFT. ENTRr b4 Sa �' TOTAL 2111 Sa PT BW'PATIO W GaFT. 04rd" UPDATED LEDGER BOLT SUE 4 SPACNG ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEEP EXH. EXHAUST SHTHG SHEATHING EXT. EXTEROR SHWR. SHOWER F.GJFX. FIXEDGLASS SBA. SIMILAR F.G FUEL GAS SL SLIDING FIN, FINISH sc.aL suDINGGLAss FIR. FLOOR STD. STANDARD FRDR. FRENCH DO NT SWS SE ITC ONW FIG. FOOTING TPMP. TEMPEREDCE.ASS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVALS PG WAI.-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED CAW" ADDED LED L&ITS s KITCHEN F BAT4 110" PER MARL BOBEB m LEDGER BOLT SPACING Rv16ED rims ADDED tov LarOur 10/" ADDED OPT. V-a CELL FErjWT Tel: (407) 774-6078 GA GAR.DISP. GAUGE THYL GAABAGEDISPOSAL T.O.C. THICK TOP OF CURB PG WA8-WALL ASSEMBLY DETAILS Fax: (407) 774-4078 O.F.I. GL. GROUND-FAUL CIRCUIT T.O.P. INTERRUPTER IFR T.O.S. GLASS TOP OF PLATE TOP OF AB TYPICAL STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG SIAA-DETAILS GYP. BD GYPSUM BOARD U.N.O.U.N.UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR HEADER W. WASHER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER INS INSULATION ITr �SULATION WD. WIOOD PG S1.1B-DETAILS THE BUILDER ASSUMES AIL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. ENT. INTERIOR WDW. wi{ WINDOW WATER HTER WROUGHTTIIRON PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.IA-DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3-FIRST FLOOR FRAMING PLAN 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.R.I. (REQUEST FOR � THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.LA-DETAILS PG S3.iB-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.1A-DETAILS PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB 69SIGN GROUP TAMS NO RESPONSIBILITY FOR INTERPRETATIONS OF PG S6—ROOF FRAMING PLAN PG SB.lA-DETAILS PG SNl-DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON THE DRAWING SET. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744D78 www.abds9W rouP,wm AA M: 0003325 ti I J aumty ae LOT. ABBOTT PARK 83 LOT #30 BLK. #8 PllOJmCT 04 8 0 - 0 MOEMM 3EEB "2260-EISTON" GARAGE J3WMG2 RIGHT PAGIC: COVER SHEET 160 MPH EXP. C GENERAL WM 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE NTH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) Sth EDITION, (2017) AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR STH 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 WALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAM AND CARP" i. GARAGE DOOR A. ENGINEERED FOR MIN. WAND 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 PERMTTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 130 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-18INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302&2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEIUNGS SEPARATINGTHE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.25 GAGE (0.48 MIA) SHEET STEEL 1" MIN. RIGID ON -META W C CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R3028: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 4NCH 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 /44NCH GYPSUM BOARD OR EQUIVALENT. on 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 HEREINSEE 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 CLEAR OF GRANULAR FILL. PLACE IN 8' 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'-O' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDINGAND 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 TERMENT 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." TNIBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 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 ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MNIMIUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLURBOIIi 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITH l/? AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P29D3. 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 P2803.2. EXTe00R WALL GOVENSM 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 Fap U 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 12' 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-01D63-12a 3. LATH & ACCESORIES PER ASTM-C-1063.1 IA & 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-CIO63 - 11A AND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 12' GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPSS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS I CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR CEIUM 1. EXTERIOR CEILING TO BE 1/1' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12' 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) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosWigroup.com L AA N: 0003325 J aUDDIV. 41e LOT: ABBOTT PARK LOT #30 BLK. #S P 04181.00t30083 J=T AWDEL 3EEB "2260-ELSTON" GAIeAGE OWDM: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C IN" A A90UCMA M L M NO >iwm um 11/28/10 SCALE: 1/4"=1'-O" ailEET GN 2w-A' 44 a !i!i!i!i!!i! ram: ►� �I li \ IN r 1, r, o 1, r, i• IP �� 1_ o r� 1� 1, 1, 1, I - - FIRST FLOOR PLAN SCALE: 1/4' " I'-0' EXTERIOR MASONRY WALL EIRC•. HEIGHTS Il'-4' SRC. INTERIOR LOAD 5006 WALL SQ.FT. CALL. S IST PLR LIVID 901 SQ FT. 2ND FLR LIVMG I'm SQ. FT. TOTAL LMNS 2,260 60. FT. GARAGE 453 SQ.FT. INTRY 64 SQ. FT. TOTAL 2,111 8(i FT. 8k10' PATIO SO 8Q. FT.. M/C°01wo'67OW oP 11i°�loaRa aeale /S>IIIE ME NIIfN1E1DOW mmu A1D11PE FOOTASE MIN, WINDOW 5 3l/-50 CRITERIA EXTERIOR SWING 18 5 3fr/-41 DR. MIN. CRITERIA BGD. MII'L 41 5 34/-43 CRITERIA *010 O.H.D. 112 5 31/-35 BASIC FIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=B. EXP.=C. MEAN ROOF HT. 23'-0" PRESSURES HAVE BEEN IODDUM PER SECMON R301.2.1 OF THE FBCR STH EDIMON (2017) TO ABET' TESTED ALLOFABIE OR NOMINAL FIND LOAD VALUES FROM THE PRODUCT' NAMTFACTURBR CgS110LlIATE NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-0 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS EIETWEEN THE GARAGE AND RESIDENCE SHALL ESE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/V (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/6' (35 MM) THICK, OR 20-MINUTE PIKE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 11'(12.1mn) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES DENEAT14 HABITABLE ROOMS 814ALL ESE SEPARATED FROM ALL WA8ITA5LE ROOMS SY NOT LESS THAN '115.9mn) TYPE X GYPSUM IBOARD OR EQUIVALENT. UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 MCH GYPSUM BOARDS. F15CR 2011 (bTH ED-) 302.1 .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.ebdss4pVoupeom AA B: 000332E sxnwly ae LoT: ABBOTT PARK LOT ##30 BLK. ##8 IPIto"WTlli 04 1. 0 - 0083 11coDZU 3EEB "2260—ELSTON" GAIItAGN swDFG: RIGHT PAQW: FIRST FLOOR PLAN %160 MPH EXP. C Dr � 11/26/19 BCwLft 1/4"=1'-0" s*mcm Al b. C L. TOP PLATE 0 in A BAR .DETAIL (a) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUE FLOOR MATERIAL RIPS FOR SOLID NAILING 3N' Tq SUE FLOOR GLUED 4 SCREIlD FPER FASTENER SCIEDILE bTAIR DATA. 'i02' 9'-4 3/4' iWD FIN. FLR 1 NO MG PRE-1mv 1LOORRG / SYSTEM (EEE FLOOR — — FRAMING "ET) V-®' BRG. HGT. / G MAX / NOSI� r F7 STAIR RNEroN TO OON•go, To Nnc RCSIOOlTIAL 6 [TAI,)[1 MIN. MAX RISER 1 S 3/4' 3/N• MAVADA N SM, MAX' RNMOKI) ACCMSISIJ ePACi 1lDER STARS ADJIONACENT ORE SW � To / OWA Wvo eIIAM t*CSP STAIR mollcm OD ANY /ORITe PIeOmAw ON nR sNaceEo E soc ONVr 4YPOJJM SO4b..eL7e 382.1 VAroATKIN IN ANY roSER/111AD HANDRAIL OIR MLAR OW" SECTION OIA TO ME 1 1/4• .-V4' OR PROVIDE SWIVALENT J 1 3/4' KICK PLATE / PANTRY ORASPAOILITY WINDERS- MN S' WOE a NAroROW END MN. II' END o 34 MIN.MAN LN OT. / (3)2xI2 &-rP. —2 X 4 RE-RIORCNG • Nld MASONRY NAILS • 2X4 EA 2 X O EecuRs Waa •rA2d &'-E' oc P.T. SLEEPER Nro eLA WITHIN 8. OF EACH HPD, 32- O:G. MAX (B)STAIR SECTION THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN j SHALL BE NO LESS THAN 1 1/2' HA/'ORAIL • 36' AS PER FSCR R31L'182 LLV 1X4 RE-R'FORGMG NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF Ii't 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.G. 2011 HANDRAIL SECTION C SCALE, 3/4'.I'-V' 1441 N. RONALD REAOAN BLVD. LONGWOOD,FL32750 PH: 407-7744078 FAX: 407-7744078 www.ebdesWngroupmm AA 0: 0003326 avisaly a. LOT I: PARK LOT #30 BLK. #8 IFI90JMTO 04181.000-30083 MoDmu 3EEB N'2260—ELSTON" GAIeAos aM►txo: RIGHT PACE: STAIR SECTIONS & DETAILS 160 MPH EXP. C nwrm• 11/26/19 allL'14T A1A 2-3'-S' a �9050SOMMv. 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C OFF RI�T TTP. 11'-4' 2ND FLR Mira. HCaT.- I' • 0' U L-I II II r _ V-4 3/4' FLRZNO0 FIN. ---- ... T2-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - IST FLR, 8 -0 I If II II 0'-0' FIN PLR LEFT ELEVATION SCALE, 1/4 " F-O' TEXTUFMP FINISH 11'-4' 7N . FLR BR(s. HGT. s - - - - V. 9'-4 3/4' 2ND 0'-0' 18T FL7.0 0'-0' FIN. FLR.i, RIGHT ELEVATION BCALE, 114 " I'-0' TEXTURED FB418H ,OI1'-4' ZND FLR BRG. HGT. FIN. FLR I8T FLR 0'-O'FIN. PLR ----- 11-4ZND FLR. E9HGT. I 0""'4"4'2ND FIN. F� LR -----� IST FLR erg I I I 0'-0' FIN. FLR 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-774.4078 wwwabdesigngrou' m AA Y: 0009328 b I a ax aDIV. At L07% ABBOTT PARK LOT #30 BLK. #8 raon CT# 04181.000-30083 MODEL, 3EEB "2260-ELSTON" GARAGE BTl UM: RIGHT PAGE: LEFT & RIGHT ELEVATION "H" 160 MPH EXP. C EcIt V- 1 c RQj/UD A ABONQ' MY AR NO owm r'paurrDM Il/28/19 SCALE: 1/4"=1'-O" sISEET A4H ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e GOV OUTLET 20 IMP GM A POLS IIOV OUTLET IIBV OUTLET 10 Q OUnM WRID ro awrcM GPI IWV OUTLET SQUIRED WA ISO PAULI IWNTYR T1rtTf� a@ 290v OUTLET (I) was coww ON ON Off. WLTSI-Raw OunsT 4010IO PA1LT NIEREIPTER SGTCN SWITCM 340AY OPQR W NTOM A -WAY A°ER 1.-0 LIEU N1e1Nr10 LINMo CELM LIOMT © LED CLG LIOMT OVP VAPM FROM LOW eQ PECEIaED CAN eVCR. V PAN I OM PER an PT. �r.P'LISw RYIIi MOM PER a0. Pr. PDCRM (aPS"TIED ST ® 24KIA WRIP AALMUO 2-9" lOUEk hMJ �( r PL UOR10cER 4•RANWISCO(T p}� DD II TRAQK LOW PANEL METE! ebD. eNlola mmor R I-t-I �• I UmLL Momm I 4"m comlow QE A I CP M A- CF NOT LESSLL7w THEN PRONG LtlM I1� MAWR.. wAS . 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POWIt COMPANY TRANSFORMER PRCNIDE ISO AMP, 120440 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 1 9 COPPER (CU) IN 1-V1" CIA SCNECULE SO PVC CONDUIT OR PROVIDE 3 210 ALUMINUM (AL) IN 2" DIA SCHEDULE SO PVC CONDUIT UNLESS EEMICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE UATH THE ELECTRIC COMPANY PRIOR TO IND. PROVIDE "/0 CU, Twm • PS CU N 2' CONDUIT OR 5 4AD AL, TUN a 1% CU N 2• CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVEP04AN L) COMBINATION SERVICE DISCONNECT OUDTC 4 AND M ELECTRIC METER N NOMA 3R ENCLOSURE mcm ROMP 1E1,EPIIOft SSRVIOE ENTRRAMCE EAAPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS P440 VOLT I PMASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 V CU SERVICE oph m CONNECTED TO CONCRETE ENCASED POOTER STQEL PER ELECTIRICAL PROVIbl" OF THE NWA itw QDITION (TOI'7) SAD" PIA X Al FT LONG GOITER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abm)DI®Igroup.com AA S: 0003325 V 9 susD>ty de LA71 ABBOTT PARK LOT #30 BLK, #S P 4 J�O� 0 8 MODEL: 3EEB "2260—ELSTON" GA><ewoE anDM: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C ELECTRICAL LEGEND 67mm DEFNITICN NOTES DSv OUTLET >. AM "MR rOLE My OUTLET 75— Iw OUTLET LoA OUTLET WAD TO RIsrW OFI Iw OUTLET norm UG" selM,T,,pP ie fEEI4 1MANT TT2 M@ 220v CUTLET T4I IIIRN! COMI[CTICN dPI OUTLET OO wN MIEm '� I surrw 61 WATCH S-WIAY OPER 61 IUITCN 4-WAY OPM �i1 �J WNLL MdMW LOW CELNG LIGHT Q LED MA LOW Q H' APM T�iow LOW O yp VA PROOF LIOR Op wcu"w CAN VENT. PAN I cm MR m PT. MNT. PYI I aR•I rtR SYA PT. I"� cArEey�tBD sr ® PL ac , 2-0" AIMUN WRr EEI R ` /MN� I'MJ V RAO SONT 4' ILYOIMC✓ w Q 4- TPMOC UWNr Cron din METER • 6.0. Own ORTICTCR Ec 1se� R'1 I w•1 LULL TIOWIiD WNONE DETECTOR -Jy moo " PAIDANT Lon NAnINL OAS TELW%Wd JACK —Ooca4EATER aN:a4ECT AIR CdO rt DOCO NNIM F TELEVISION JACK O J-Oox affcoulawlamm TO ME IIPI.OIRED N AccaVANGS W I W CELNS PA/M nW 10010 TO a /E4ORTED N AOCdbMM W ION �G4 2Y NcroEscteNNr LOOT WTI! n nnnnn K' NCAT0I11601INT LNNT rlRr f][fAo AIV MA OEWpNT LUNT ETIo• ILOOD LOW arc eEdIErT IQYI•AD • PA PAN-ONTCH pmCIE7S IRS PDRr • LOCATION OF TV JAM A PHONE C"TS A PANS TO OE VMRgqw a NOI•ECINER PIM-COISIIAIOTION TNETNE. • ALL E A 20 AMP ERANCN CIRCUITS TO IE ARC FAULT PROTECTED PER 48CTOCAL PROVW" OP MM •Tu aortleN l2AM) • N!C 21ln 20LL m1T101 • 20 AMP OIDIP.ATED LAtIORY C ICUIT. • MI • ULNND (NOT ON IQTCMM OIRGST) • DUNEAIlR DECOSAECT TO BE LOCKOUT N PANEL • EATMROOM IDOW&T PAN TO HAVE M►L CAPACITY OF s0 OF" NIEIVIrlo T PER MACTMAL PROVINdNS OF SECTION I• DMs • LAAIpRT ROOM IIECEPTAGLE HALL 11 OROUND P.YLT CERCUIT-MEMRPIER PROTECTION MR PBRAO NEL ON TENOM • WRIAo T=THOD $NALL OE NM METALLIC CABLE MA SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' . I'-m' ------------ ( 1 I I I LIAR. I I I I I LSE II'.6• ;'.m• I'.6• I �— — — — — — — — — — — — — —� LED LIGHTING @ DBL. LAV. OUMIWO 15ATN I � I I I I � I I - LED LIGHTING Cam? DBL. LAV. OATH 2 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 82750 PH: 407-7744078 FAX: 407-774.4078 www.WbdesWngroup.00m AA 5: 000,25 I l a 4 ABBOTT PARK LOT #30 BLK. #8 !1lOJ>OCT 4 8 ,009 0 8 MODsr.T 3EEB "2260-ELSTON" OARAGM SWINO: RIGHT PAOZ: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C C-79 idLnw a L AR NO �� J rplum DATIM 11/28/19 8C.UA. 1/4"=1'-0" Diana" E2 I I I I 96'xiD' &AM PAN iv L v. L V. _5_6. 3•m. 8. in m 4'-8' I I I OPT. VTR 3,_T. 18'_3. I VTR ' — — — — — — — — — ----------- N I I -- -- • • DW. 9 I y I v i LAV. AK / I i 81NK I j m J 2• 2 a I ( I I e I I Ew RANGE j •LL I ; I 7 V-7c, a�SHUR LAV. WC WA6HEIR 2• LAV. 2 -- O IIIJJJ 1 3. TUB I I I I I O I 3 WC 3' I I I I I I I 3 I I I I I I KITCHEN 6uK A`4'V 23'•3" 6'•5' I I I I IE Z UV L--------- 2• I I 3, PEP I 3, BINK 2' ------- 3' WC - co TO MAIN PLUMBING RISER DIAGRAM FIRST FLOOR SECOND FLOOR PLUMBING PLAN PLUMBING PLAN . 1/4 . I'-O' BCALE. 1/4 . I'-®' go 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-77 78 FAX: 407.7744078 www.abdsewwoup.00m L AA M:0003325 1 G a axnmly a LOTS ABBOTT PARK LOT #30 BLK. #S Pl oamTo 418 .000-30083 MODMI.: 3EEB "2260—ELSTON" GARAOR BTNIMO: RIGHT PAGB: PLUMBING PLANS 160 MPH EXP. C FRMT DATM 11/28/19 BCAM 1/4"=1'-0" BHT P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL. BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC, AND INSTALLED AS PER MC 6TH EDITION 17011) MECHANICAL OLD& CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS 1 AIR DUCT AS PER NFPA WA 2-31 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, STALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER F6C 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPM°ORT PLATFORMS, SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6T14 EDITION (2019) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING EIATNTU56, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL dE MECHANICALLY VENTED IN ACCORDANCE WITH FW 6TH EDITION (2011) MECHANICAL CODE SECTION 403. a. ALL EXHAUSTED BATH ROOMS, SMALL NAVE 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 FIRE/9MOKE DAMPER'S LOCATED AT CEILNG OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATION& AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION SM. 10. GRILLES AND DIFFUSERS 614ALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A PANTECM DBP BOOSTER FAN OR EQUAL. FANTECN DBF IND DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. 61X ELDOWS. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRLIJC BALANCING DAMPER OR OBD O CEILING EXHAUST PAN QCEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT MI PASS-TMRU AIR GRILL NOTE ALL MVAC TO NAVE PROPER iu i t nai� SX4 y PANS W/ DRAMS Izxa ATTIC I I pwp CEILING O O EXTERIOR WALL SECURE STRAP TO CONC. CONDENSER -- �—� -- L �OO CFM AIR RETURN W/ l7>-3/Itr'X!' TAM"UNIT 6OIMPSON�WD ROLL STRAP PLENUM y I I I I I O VENT SUCTION AND LIQUID I I I T WALL AIR 61,11-PLY y REFRIGERANT LINES I I FOYE b 4' CONCRETE SLAB SECURE STRAP TO UNIT LW (2) 'iSXI 1/4' 6141'. M%. SCREWS AIR HANDLER EXTERIOR WALL I y CONDENSER UNIT 3/4' PVC CONDENSATE DRAW LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD ---_ p REFRIGERANT LINES TO NOTE, MAIN COND. DRAW 3/4' DIA PLATFORM RETURN CONDENSING UNIT OVER HEAD • 12' FROM STRUCTURE I$ TRAP DRAW LINE AND TERMINATE IN AN APROVED DRAIN, AS PER L-------- FDGR 6TH EDITION (20Y1) MEO-MICAL BLCa CODE F- — — — — — — — — SECTION 3017.4 I EN HVAC DRAINS 60ORIATED NICKEL MIEONZE FL. PL. FIN. FLOOR OR WALL COUNTERSUNK CO. PLUG BRASS PLUG -��PITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K JO&AM 56CM INSIDE SERIES NICKEL BRASS TOP CAULK P.V.G OPTIM-EC nFLOOR SLAB CLEAN -OUT (TYPP FIN. GRADE OR PAVING SEE SPEC. I'-9'X9' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (T NTh FIRST FLOOR MECHANICAL PLAN SCALE, V4 . I'-C' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407.7744078 www.abdeskgngroup.com AA 8: 0003325 �Iloilo. I J �o aysniv ec LrOTI ABBOTT PARK LOT #30 BLK. #S P04181.00t300)]83 J=T — 00 3 UDDRU 3EEB "2260—ELSTON" GARAGM 8Tlrp?G: RIGHT PALM FIRST FLOOR MECHANICAL PLAN %160 MPH EXP. C Dw� 11/28/19111 9CAI.IIE« 1/4"=1'-0" wp1mmT M1 SECOND FLOOR MECHANICAL PLAN OCALE, V4 . 1'-0' 1441 N.RONALD REAOAN BLVD.. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744079 www.abdeNWWnup.com L AA #: 0003325 A aLJ1lDIN. At " ABBOTT PARK LOT #30 BLK. #S PllOJmCCT 30083 1[OD3L: 3EEB "2260—ELSTON" OARA►oa swum: RIGHT PAOL': SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C EC DATM 11/28/19 acw:.a: 1/4.=1'-0" axis M2 2X4 TOP PLATE PER PLR. Ah m T PRE -FAD 7RU86 I/!' CLG. DOAIiD V2' DRYWALL �.� Tv)r SECUI!! DT. - PLATE TO GLAD IW W0d MASONRY NAIL 1 u' OG. MAX BJ. FLR Y 2X4 WOOD STUDS 024' O.C. ITIONS SUPPORTING HUNG PLUMBING RES AND WALL JETS SHALL BE N01 THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE TYP. INT. WALL NON—BRG. Di SCALE.:1/4'0-0' FIBERGLASS SHINGLES OVER 630 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS11 ON J' OAB. SHEATWWx OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRU88 MTL. DRIP EDGE 2x FASCIA PER ELEVATIONG VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY LID/S' GYPSUM BOA OR IR' HIGH STRENGTH CA-G. BOARD SEE ENERGY CODE FORMS INSULATION Pit -VALUES REFERENCE STRUCTURAL 0 ,PER ELEVATION TYP. OH. R-4J INSULATION -� WINDOW ATTACHMENT SPECIFICATIONS PER MANUFACTURES BPEGIFIGATIONIB I REFERENCE STRUCTURAL Ix2 P.T. PURRING-� STRIPS • 24' O.C. S' CMU 1/2' GYP. ILL. UIOOD BASE 0'-0' FIN, FLR j 4. .'a ' 4 a W/ WINDOW OPENING N S' VIA SLEEVE. DO HOT CUT BOND SEMI NOT CUT SOLID QdaCITT THE Soto MILAM (2) ca#OE - RtD,AM /lA1PIPE THROUGH BOND BEAD[ Sc^z. 2J4'. r-D' FIBERGLASS SHINGLES OVER v!0 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R808JJ CN BAD. SFEATNMG OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-EMG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. PLR a. . TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF E a 1—STORY HIP BLOCK WALL (2) LAYER IUNDERLAYMENT SYSTEM EM D1 SCALE, 3/4'-1'-0' IS REQUIRED. FOR ROOF SLOPES OF 4,12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 4069 TYPE IV, OR ASTM D 6151 OLN FVC Kmm FOR 4" LN as ' ATr: GL am 2 GAS LINE THRU BLOCK Gcxa. w.r.w FIDEWALASS SHINGLES OVER F30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908JJ ON I}' O.&AL SEEAT141NG OR;' COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT--- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. Kit TO S' CMU 14' TNKK 2 COAT - FORRMO CS'W FLOOM MPLI® OCTET TO M/JCNW D TO FILL MIR U. I!a ROD Rah 1111a s _ GARAGE DOOR JAMBS D1 SCALE: 11/2'GI'-O' 2x BLOCKING BETUEEN TRJ66EO PER STRUCTURAL DETAILS FIBERGLASS 814INGLES OVER 090 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwS.IJ ON J' 0.88. BTIFFDACK AT ALL UPRIGHTS "ATHING OR;' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER 11.0. FASTENER SCHEDULE PRE-ENG UID. TRUSS TYP. MTL. DRIP EDGE O.H. PER ELEVATION 2x FASCIA PER ELEVATIONS CONT. 2x RAT RN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR PRE-EW GABLE TRUSS R-VALUE6 PER ELEVATION WEEP SCREED 5/0' GYPSUM BOARD OR 1/2' \ HIGH STRENGTH CLG. BOARD 2x P.T. SECURED PER 9TRUGTURAL DETAILS n W/ WINDOW OPENING n R-4J INSULATION 1/2' THICK, 2 COAT PLASTER CZMENT MASONRY WINDOW ATTACHMENT AS PEREl El TO MANUFACTURES SPECIFICATION8 PLASTER APPLIED STRUCTURAL bd P.T. FURRING STRIPS • 24' O.C. IA' GYP. WL. BD. WOOD BABE .. 0'-0' FIN. PLR B TYP. WALL SECTION NO OPENING ri'�1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.1'-0' 1441 N. RONALD REAOAN SLID. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-774.4078 www.abdas1010aup.com AA 0: 0003328 a aumrv. all Loln ABBOTT PARK LOT #30 BLK. #S 1PIItOJaCT 04 8 .00 — 0 3 "*Dal.: 3EEB "2260—ELSTON" awiewaa a�rro: RIGHT PAGM: DETAILS 160 MPH EXP. C FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 030 FELT PAPER OVER e30 FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT,NSTALLED PER SECTION RWD.IJ PER SECTION RWbJJ ON I' DAM. BHEATHNG ON J' O.SD. SHEATHING OR CDX PLYWOOD ORJ.COX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE -ENO UP.T ERER __ PRE-ENG WD.TRUSS- 24' O.C. MAX IfELEYATION 24' O.C. MAX. METAL DRIP EDGE METAL DRIP ECGE— BATT INSULATION 2x FASCIA PER REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER� VENTED FOR D/S' GYPSUM BOARD ELEVATIONS SOFFIT TYP. OR 1 BTRENGTH MG. 50APID VENTED REFERENCE I I Ix2 FIRE -STOP SOFFIT STRUCTURAL R-4.1 INSUL. REFERENCE STRUCTURAL w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 3/4' T 4 G SUEFLOOR 1/2' THICK, 2 COAT 0 GLUED AND NAILED A8 PER NAILING 1/2' THICK, 2 COAT--� PORTLAND CEMENT BGHEDUI E PORTLAND CEMENT PLASTER APPLIED a, PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY m MASONRY DO FIRE -STOP Ia i�,ee=R� 7""^'I DO FIRE -STOP -- SEE STRUCTURAL SEE STRUCTURAL-- R LEVAT ON D/S' GYPSUM BOARD OR I/J' NIGH STRENGTH CLG. DOARDR VA IONIX2 FIRE -STOP Uft-4.1 DO FIRE-STOP INSUL. 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Dc2 FIRE -STOP WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL bO P.T. FURRING STRIPS • 24' Or— a' Cm 1/2' GYP. WL. BO. WOOD BABE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY DO FIRE -STOP OR BATT INSULATION REFER TO ENERGY CALCS FOR VALUES D/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG.BOARD Ix2 FIRE -STOP iR-4.1 NSUL W 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE V _4�11V R LE VA CN DM' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSUL. Ix2 P.T. PURRING STRIPS • 24' O.G. a' cm 1/2' GYP. ILL. DD. WOOD BASE n n 4: 4: n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'0-0' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdes000up.com AA N: 0003325 oil I a 6 a IABBOTT PARK LOT #30 BLK. #8 PROJWTO 04181.000-30083 3EEB "2260-ELSTON" GARAaa DWt7'ici: RIGHT PAQ& DETAILS %J60 MPH EXP. C 0 Dw 11/28/19 acwts: 1/4'=1'-0" sits= D2 MN 2a4 ON PLAT TO ELK w CNT NAILS. 2X6 GARAGE DOOR IP= W( (5) 81 )1-" A -DOLTS 4• 0110DMOC MIN. W/ 2W"4 UASH M APO NIT SPACED EVENLY "wm FLOOR TO GARAGE DOOR HIM IN JONm FRIAR TO RLLNQ 1.2X6 PT BLOM • CENTIM Or ® DOOR NLA0M WKI) JPXN J-S10LT6 W EMOEDFEM WV 2W')ft' WA6HM �Ti CFINTom` I'WWACTWR 10 NVALLATION MW4CT1011S UMM GARAGE DOOR 1 BUCK ATTACHMENT e. r LJ I'X4' OR I'X2' P.T. NAILER ❑Tf(MIR bt4 P.T. OR TY: X4• MIN, SECURE THRU FRAME 4 EXTEND 144 INTO MOM ❑W/ VTAPCONS SHANK SIZE J45 MIN. HEAD SIZE 300 PAMIN EMBEDMENT I-Y4 WITHIN 8' OF EACH END 4 IS' OJ:. MAX SPACING DOOR CABMG `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 A R +3 OR + 4 N.. 2X4,m SECURE TO BLOCK W/ Vo' TAPCON6 OR (MIN. 614ANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4'l WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. 2Xb,m SECURE TO BLOCK 11U/2-114' TAPCONS(MK SHANK SIZE .145 MIN. HEAD SIZE JIM MIN. EMBEDMENT 1 Y'J WITHIN 6' OF EACH END 4 6• CM 18' O.C. MAX SPACING. j5• DRYWAL 2X8, m � 1'X4' OR SECURE TO BLOCK WA-Ilb' (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR MIN. EMBEDMENT I Yi) ATTACH WITHIN 8' OF EACH END 4 L 17O' P.T. NAILER CASING JAMB OR WIDOW TO 2X PER MANUFACTURES DETAILS, UM O.C. MAX 6PACMG. NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEEDY') DOOR JAYS TO BUCK ti-1 P' BLACK 1RMDO1/ TO BLACK +1-1 ' +1-1TO SALE, N.T .N.T . 2X4m SECURE TO BLOCK W/ i(r' TAPCONB (MIN. SHANK SIZE 145 MUL HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xb® SECURED THROUGH SECURE TO BLOCK W/1-%' NON-6TRUCTURAL V (MIN. SHANK SIZE .H45 EMBED NTMIR INTO EMBEDMENT INTO BLOCK MIN. HEAD 812E 300 • CAIU MIN EMBEDMENT 149 DR "DRYWALL WITHIN 8' OF EACH END 4 UY O.C. MAX SPACING. -X4- OR I-X2- P.T. NAILER 2XS,m ❑ 8ECURE TO BLOCK W/2-w )W O.GD. X 4- MIN. TAPCONS MIN. SHANK 61ZE .Mb DOOR CASING MIN. HEAD 61ZE 300 DOOR JAMD OR WINDOW MR EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS, I8' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLU` 15 JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +l-I5 n W T CK +V 8 2X4,m SECURE TO BLOCK W/ V TAPCONS (MIN. 614 ANK SIZE .145 MIN. HEAD SIZE 300 MKS MBEDMENT I Y4) WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X 10' O.C. MAX 6PACMG. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-V NCN-STRUCTURAL W6' TAPCON6 TAPCON MIN. I-Y: MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8• cm WITHIN 6' OF EACH END 4 J1• DRYWALL IVO.C. MAX SPACING 2X84>m ❑ I'X4' OR 1'X2' P.T. NAILER SECURETO BLOCK WR-VrcKVR CASING TAFICO(MIN. SHANK SIZE J45 MIN. HEAD 61ZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y49 TTAC14 TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS, 16' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +2 D TTwy TO BLACK +2 i 4f " SCALE, N.T.G. 2X4m SECURETO BLOCK W/ V (MIN. SHANK 61ZE .145 MIN. HEAD SIZE 300 MIN. EI'I DMENT 1 Y:) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2x SON 18' SPACING. MUST OUTSIDE 4 =MAX 2Xbm SECURED THROUGH NCH -STRUCTURAL V*' SECURE TO BLOCK WR-i(e'TAPCON B MIN. 1-Y4 (MIRTAPSH (MIN. SHANK 812E J46 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • p.pl MIN. EMBEDMENT I Y:) Y' DRYWALL WITHIN 8' OF EACH END 4 IB' O.G. MAX SPACNG. ❑ •X4' OR VX2' P.T. NAILER 2X84m SECURE TO BLOCK UA-T)(�• TAPCON6 DOOR GIBING MIN. SHANK 612E .145 MIN. HEAD 612E 30'0 MIN. EMBEDMENT 1 Y:) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS, O.C. MAX SPACING. MANUFACTURES DETAILS. „vr4, 4,11 Y,�®ro nue AAre 4f0 xor n,®i•, DOOR JAMB TO BLOCK +3" E +" 2X4m SECURE TO BLOCK W/ TAPCONS MIN 814ANK SIZE J45 MIN. HEAD SIZE -400 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' 04, MAX SPACING. MUST BE ON OUTSIDE 4 2xb4s SECURED THROUGH SECURE TO BLOCK w/2-%, NON-STRUCTURAL ;6- TAPCONS(MK SHANK SIZE TAPCON MR I-Y4 J45 EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 MIN EMBEDMENT 1 Y4) 8. CMNJ WITHIN 8' OF EACH END 4, DRYWALL XIS* 01:. MAX SPACING 2X8mc ❑ VXW OR VX2' P.T. NAILER SECURE TO BLOCK W/J-%- 2X SECURE TO TAPCON&711N SHANK SIZE STRUCTURAL MEMBER J45 W/(2A2d WITHIN 8. OF EACH MIN. HEAD SIZE 300 END 4 b• TO 8' Or- MAX MIN. EMBEDMENT I Y4) CASING WITHIN 8' OF EACHI END 4 DOOR JAMB OR WINDOW IVO.C. MAX SPACING TTACH TO 2X PER MANUFACTURES, DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3" s 11DID0A TO BLOCK +3TO BLACK +3" + E, N.T . 2X4m SECURE TO BLOCK WiYi TAPC40WMK SHAW SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT I Y4) NOTE, 6TR)CTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 IVO.C, MAX SPACING. SECURED THROUGH 2Xb,m NON-STRUCTURAL V SECURE TO BLOCK WA-1/4' TAPCON MIN. 1-)Y TAPCONB(MIR SHANK SIZE EMBEDMENT INTO BLOCK 10 MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT 1Y41 ' DRYWALL WITHIN S' OF EACH END 4 16' O.C. MAX 8PACMG. 'X4' OR IW- P.T. NAILER 2X.G® ❑ SECURE TO BLOCK W/1-1/4' Y&' O.GD. X 4' MIN. TAPCONS MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END 4 ATTACH TO 2X PER 16' OG. MAX SPACWd MANUFACTURES DETAILS. Qom om m mm7 ro true /e'e mo,Iti, nmmi•A DOOR JAMB TO BLOCK +3-7/18' G T► c +rp T 6• 2X4m SECURE TO BLOCK WvY4 TAPCONS (MIN. SHANK SIZE 345 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN W OF EACH END 4 �, STRUCTURAL 2X O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm X SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL IN4.' TAPC" TAPCON MIN. I-Y4' MIN. 8HAW 812E J45 EMBEDMENT INTO 15LOOK MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8' CM WITHIN 6. OF EACH END 4 )f' DRYWALL 18' O.C. MAX SPACING. ❑ I'X4' OR 1)@' P.T. NAILER 2X&4 SECURE TO 15LOCK WA-114' P.T. X 4• MIN TAPCONB C ONG MK SHANK 61ZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 16. Or- MAX 6PACING, MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4' TO C + 3/ 4' H SCALE, N.r.G. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 wwwAbde&Wi grouP.com AA #: 0003325 R a svlsa:v & ZA 2% ABBOTT PARK LOT #30 BLK. #S PllOJWT 04 1. t 0 8 L►coaaLc� 3EEB "2260—ELSTON" OARAOR OWING: RIGHT PAQW- DETAILS 160 MPH EXP. C aP � 11/28/19 scALL•IB: 1/4"=l'-O" sli z= D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/3V2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL38644.2 MIWINDOWS&DOORS FIXEDGLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS& DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL1S332 MIWINDOWS&DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL15353.1 MIWINDOWS&DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL5678.14 CLOPAY BLDG.PRODUCTCO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 WO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W. FLORIDABUILDING.ORG CONTROL DATE:10/11/2019 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774b078 FAX: 407-7744078 www.abdookpigroup•com L AA 0: 0003325 i a >lVISDIV. Ae LOTt ABBOTT PARK LOT #30 BLK. #8 PI%OJWT 04181.00t30083 MODRUt 3EEB "2260—ELSTON" GARAaJB 8WW0: RIGHT PAGW.. PRODUCT APPROVAL LISTING %160 MPH EXP. C ROLADD A. ABOOCHAM L AR NO 93M J Dw11/26/19 JlOALM 1/4"=1'-0" 8*1z T D4 PRlOO'CD CONTROL i R.NNOE COOCONTROL JOINT! TO OE PRED TRO TO LATH • V or. MAX (vERTJ. um DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EXNT! OEYOID EXCEPT STAPLES Wy B�1 C01NT CLLJOINTO 7EI'4�. "NG INSTALLATION —� PA01DNdRS TO OE 4PACIT17 � a COAT C011ENT WM LAYER -4 PORTPOW OUILONS PAPER APPROVED METAL LATH PA6711410 01' (VERT.)OA. MAX AT 81PFCWT'8 &M LAYER 9, STUCCO ~ WOW SRATWM LATH SMALLINU NOT CORINCUS v To r r m v Tw TNROSO CONTROL \ JOINTS OUT SNN.L EE STOPPED AND TISO AT EACH SIDG ASTI"I CIFSa PROVIDE 2X4 BLOCKINGPER uou AT AT MAX. V TO S• PLAOEPL \ i R01M CONTROL JOINT N / eolrtROL JOINT PALLS ON / 6110JG7URAL sTID ASTROEM POR LATH To Ed NAILS OR\i STAPLES N COMPLIANCE RV ASTM CI063 i 2. YE! TWO TO OE (Na IN 00410' PRE / A OLOCKINIS 6WI%N MAY OE N ADD( \ TO WALL ST{DS ItaIIIRD PER PLAIN T OlI'OLD.I.IMO.PT.A O LPOLD IWYC.PT.A ems, f. aRIAN . Pr. e 0 R& e MUM, APPROVED OWLDSN WRRAP SWILL OE LAPPED A MNM31 OF W • VERTICAL LAPS (ROLL EIDW 6 S' - HORIZONTAL LAPS. ALL SEAMS NEED TO EQ TAPED WITH POIRTIOER GMATWIMM TAPE / I LAP. MIAL LAN \ LATH VERTICAL LAP TO OE I' 1 METAL LATH IT LAYER 9. STU S1LCC0 WRAP \WRODLWPAPE TER NOR'TFRDER/ / I 2 AP ecALEr R t/J•.r.o• ® KICKOUT DETAIL I• hom SIDE LAPS OP METAL PLASTER OASES SHALL OE SECIIIED TO PRAMNS MEMOERIE TIDY SHALL 0E TIED 110TBETH ERIN00 &AvP10-IN. Rl'S WIR0T INTER ALS NO PRE AT INTERVALS NOT MORE TINMI 9' (229•FMA AS PER ASTM CfO61 TJJ. I = REPAIR Q TEARS IN (ERE LAYERS, TEARS MAY OE I-ATC 410 WACUSE WRAP TAPE PER pwmr. SPEC OR PEEL . WICK WOOD STIC SWEATWNS j' TI1CRC a COAT CEMEW PLASTER FETAL LATH Pe LAYER V. 1'ORTF OER OWLDNIS PAPER • LATM . PMlIf WXW SELF-AON6RNG I°iMSROI.6 L PLASNINS (CO•PATIOLE W/ IIOUll�7� 4. WRAP MATERIAL) OVER 1, OR LESS PIPE PENETRATION MLA' :!?'`: CUT AND OVERLAP ONE SIDE OF / SELP-ADWERNO MO'oRNNE —� PLAMM STEP h NSTALL PASTENERS (CLIPS. STRAM. STAPLES) AS — REWIRED TO BLCIRRC PPE/ PRE TO PRAMN6 SECTION morwrPER SECTKKNMStaN! RAT Exteflw use of poMwd o WpIwW .h.®comply wfh risappkW. requlremede dASTM C 926-12A Inst.u.50n a e.Wrw WJ*V end tmmh9 .hall comp4y.1th ASTM C 1063-12A Ed► I12WORAF11'=4m Ol,�IN ® lPALo.rwo.PL• WOOD SWEATHIWxORCMU Pf. A 4. •COWAN .rc* LGOWAN-PL. WRB LAYER M, ►CIS.-R[-R.0 aCOWAN .PT.0 r STUCCO WRAP (FRAME ONLY) y: A FOLD R. G Ow140 p io�a^rtiRaied� THICK, 3 COAT CEMENT PLASTER (FRAME), V2'COAT LEGEND CEMENT PLASTER (GMU) METAL LATH (FRAME ONLY) e e'. a LAP UM 4 TAPE OVER DRAINAGE PLANE (WRB r.� ROOF/WALL SCREED vA,RR mA,• LAYER 01, STUCCO WRAP) NALPOLD.01 on On. J'TIAM a COAT C MW 8'XS"L' TYPE CONTINUOUS WRS LAYER "2 (FORTIFIBER —•——•—•—'— PLAl1ER """A VP f CPAT GALv. METAL FLASHING CW`WvP`AST "(crw z (NAIL TO ROOF DECK, NOT BUILDING PAPER) BBUWD�MPAPER m-AFi•SakLw dl WALL SHEATHING) wsLAYER'L n CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—x =LA �'""" 011r' INSTALL WITH ROOF CEMENT LAP uTRIIS Q I.Ir M MMP oVlw N11LN• tR.1tlL •TOP ��T ( STUCCO pR" a. as RXIIIR1ae "':: .•.•.LL L••.Ne a �I I ROOF CEMENT ROOF PER ELEVATIONS WOOD SHEATHING efto CETALJ SELF-ADHESIVE FLASHING NOTE METAL LATH: LATH TO BE PER SECTION ,,LL,,,�,, UMQmom °R RiO31.1 / ASTM C-84-7-0S, MIN. 2.5 LBS. C mom°"Me ~oyaAP PER SQ. YARD (UTILITY OR NOMINAL I' RID PASTO'm#A L" FLASHING LATH DOES NOT MEET SPECIFICATIONS) 4 Lr PINCIA tI11AP rJ " N.T.S. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32740 PH: 407-7744I078 FAX:407-7743078 wwwAbde@Wngroup•com AA 5:0003326 it 3 •um « LOTS ABBOTT PARK LOT #30 BLK.#8 PRO04118 00t —30083 MDDXU u 3EEB 1 2260—ELSTON GAXAQZ XWDM: RIGHT PAGM WALL ASSEMBLY DETAILS 160 MPH EXP. C BACKER ROD BACKER ROD WEB LAYER 9, Alum KWAP INSTALL 6' SELF -ADHERING MEMBRANE PLA004NNO OVER TOP, SIDE(S) AND BOTTOM PLANGE6 OF NON -MOVABLE FRAME OF THE EXHAUST. SECRAw'a OF FLASHING TO DEe L BOTTOM. 2. SIDES, A TOP VENT CAP IS TO BE SET N BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO 0E TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS,. E-2 DEAD ALL AROINO VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ONLALL B DES. ' CAULKING * JOINT PER SECTION R70&7 Eedsdor�ind�� Exterior use of portlend 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 THICK, 3 COAT CEMENT PLASTER METAL LATH OM LAYER 4, PORTIFIBM BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD "WATHNG WRB LAYER 9, STUCCO WRAP WOOD — CONSTUCTION —hffiTAL LATH 6' CHU VINYL CASING BEAD W RAISED BAND Serirso L 6' WIDE •TRIP MP ADFESIVE FLAM-0NG, CLEAN MASONRY BEPORE APPLYING 2 PLASHING STONE VENEER OVER SCRATCH COAT LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - • - • - • - - BUILDING PAPER) METAL LATH X—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANI.F. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASFI' PIPE THROUGH WALL I 6' 6ELP ADHESIVE— FLA61II1403 (INSTALL PER MAIIF. SPECS) 19UILDM PAPER — LNDER 'QUICK FLASH' A VENT PENETRATION L i SCALE, N.T.S. ELEC. METER FIELD /�OI VERIFY LOCATION / ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER h, STUCCO WRAP WRB LAYER'?, FORTIF15ER BUILDING PAPER I' THICK, 3 COAT CEMENT PLASTER V TO 7&' MID) W LLID-W,M ALL WEEP SCREED V 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) 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 -C'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES AREA TO RECEIVE' STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENNG IN APPROVED WOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAI EDGE APPLY E-2 OVER 6® M GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC WOOD SNEATHNG ,-411111115 LAYER 9, eTuceo WRAP LAYER 2, FORTFIBER BUILDING PAPER METAL LATH WOOD Xw CONSTpX'TION -IN •- PASTEN TO WOOD STRUCTURAL MEf'ENlR • 11' O.C. MAX �• CMu I 411 TP Jr di -WALL 61 woe STRIP SELF ADI "YE PLASHING. CLEAN y MASONRY BEFORE APPLYING V FINISH • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP '01 STEP *3 STEP 0 STEP % OELECTRICAL RECEPTACLE 1441 N. RONALD REAOANJBLVD.LONGWOOD, FL 327EPH: 407-774.8078 FAX: 407-7744078 www.abdesit"roup.c AA K: 000932E � �9 sum m 4 LOOT: ABBOTT PARK LOT ##30 BLK. ##S PR0J=T��vv 04181.00t30083 HODNU* 3EEB "2260—ELSTON" CARA02 BWDM: RIGHT PAO11111: WALL ASSEMBLY DETAILS 160 MPH EXP. C EXT. WOW FRAMED WOOD SHEATHING WALL WRB LAYER 1, STUCCO WRAP SUB -FLOOR DECKING p URNS LAYER 42, FORTIFIE ER ITRUCTION BUILDING PAPER PRE-ENG'D Tft" AT CHANNEL PLA6TERTHICK 3 COAT CEMENT LLEAT14EM RESISTIVE 'X' ORTWLL A al 6' SAF. • TOP OF WEEP SCREED WEATHER F E616TIVE - TO 614EATHING BEHIND WEEP SCREED BARRIER 4 4' P0NTIVE BRAN THICK 3 COAT CEMENT D SHEATHING . WEEP GORED PLASTER METAL LATH WIND LAYER 1, � �`,` STUCCO UARAP �" WOOD SHEATHING i' THICK, 3 COAT CEMENT PLASTER DHERENG lib-WFIIC-Teo Cl `. PLASANG R-HMG WRAPPED ` • TOP OF WEEP SCREED fi-e+ `{ TO SHEATHING BELOW WARD LAYER 1, I ` STUCCO WRAP 4' F-MITIVE DRAIN WEFe L�V'Fxam .�; WRB LAYER 4, FORTIFIBEIR 4 m iBUILDING PAPER ISHIGWN POF SEPARATE A „n' .. s' 't7..:..•^`.i:-s:. �� 6' BEER-ADHIERENG WARD LAYER 1, FLASHING WRAPPED STUCCO WRAP �v J" •CORNER OF CANTILEVER AMIGO AM"-WPWC-lW n W POSITIVE DRAIN CUSTOM CA&W, DEAD I . ulelP 6fJlElD NO GAP IN FIELD (SHOW FOR CLARIFICATION OF SEPARATE AC06MES ONLY) CASING BEAD l0A DTL.0 CANT. SCALE. 1 1/2'"I'-O' NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.I / ASTM C-84-1-0% MIN. 2,5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 1 - I RESILIENT WEATHER RESISTIVE HAT CHANNEL DAR IER Q VINYL CASNG BRAD THICK 3 COAT CEMENT j' PLASTER 5AS' TYPE 'X' DRYWALL METAL LATH rXTUP ED 4 PAINTED WOOD 6HN EATHG 614 i' THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER 11D DRIP EDGE INSTALLATION (SHOWN FOR CLARIFICATION OF SEPARATE ACCE660RIE6 ONLY) WOOD CONSTRICITON WEATHER RE616TIVE BARKER 1 WEATHER RESISTIVE BARRIER *2 VINYL7AD J' THICK 3 COAT CCMENT PLASTER 5/S' TYPE METAL LATH W/TEXTW3REWOOD SHEATHING FNI6N J' THICK 3 WEADER45EAM PLASTER VINYL VINYL CORP. 4' POSITIVE DRAIN �sen sv-.seem VINYL CASING DEAD NO GAP IN FIELD (SHOW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1� J RIP EDGE INSTALLATION EXTERIOR GRADE DRY WALL r THICK, 3 COAT CEMA PLASTER Y4NYL CORNER SAD -VINYL CASING MAD 0 CANTILEVER DRIP EDGE lwallW D DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SI-IEATHINU -ADHESIVE FLASHING FINISH LAYER (2 LAYER FEEL 4 BTIGK)_� V PEEL 4 STICK • OR EDGE TO DECK I )PXI %' P.T. OR SIMULATED WOOD (TREX) FILLE_ R / CONTINUOUS WATER PROOFING lot \ LAYER (2 LAYER PEEL 4\ STICK) WRAPPED FIROMM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK--, Y; GAP FOR 16ACKEy ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD � 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 6EALANT,11' MIN. SPACE FROM DRIP FACE TO TREX Y; GAP FOR BACKER ROD 4 SEALANT VINYL CASING DEAD WEATHER RESISTIVE r-ar BAPI BIER 1WEATHER RESISTIVE BARRIER OEMOIR INE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,JF MIN SPACE FROM DRIP FACE TO TREX VJ_NYL CASING BEAD WATER PROOFING lot LAYER (2 LAYER I -EEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 2' THICK 3 COAT DEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BALCONY DRIP 11 EDGE INSTALLATION COLUMN 6MATHNG WEATHER RESISTIVE BARRIER 1 ATTER RESISTIVE BARRIER 42 •' S.M. \ PEEL 4 STICK I )(:'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I11' X 3' 26"GALV. METAL DRIP EDGE Y; GAP FOR BACKER SET N FULL BED OF ROD 4 6EALA4T 6EALANT,Jf MIN. { SPACE FROM DRIP FACE TO TREX WATER PROCFNG\Ist sYEOR ((2 LAYER PEEL a wiles PEEL 4 STICK an FLOOR 141 N P.T. OR EMULATED WOOD (TREX) FILLER CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. MODIFIED w 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD 5/8' TYPE -A' DRYWALL W/TEXTURED 4 PAINTED FINISH }' THICK, 3 COAT CEMENT PLASTER EAT WHER RESISTIVE WEATHER RESISTIVE BARRIER "2 EXTERIOR COLUMN COLUMN SHEATHMXs 6' SAP. �1 JWX3' 'L' FLA614NO FULLY EMBEDDED N ROOF CEMENT IV X 3' 26 GA. GAL V. METAL DRIP EDGE SET IN FULL BED OF WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER %' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD BINEATHING VINYL c W4ER MAD J / (SHOWN FOR CLARIFICATION OF N OF VINYL CASING BEAD J SEPARATE ACCE660RIES ONLY ONLY) BALCONY DRIP 11C EDGE INSTALLATION O COLUMN fw/"T" TrT.AQUTWGI 2x PRAMIWx MEMBER J' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING A 1' O.C. MAX. WRB LAYER M, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER j12, FORTIF15ER BUILDING PAPER (14A CORNER BEAD @ FRAME � 2 1/2" le CORNER BEAD (FASTENER 4 SPACING 0 l' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ,� R1CORNER BEAD � BLOCK WOOD SHEATHING URB LAYER 1, STUCCO WRAP WRB LAYER P1, FORTIFIBER BUILDING PAPER-------,-, METAL LATH J' THICK 3 COAT CEMENT PLASTER WSELF-ADHERING FLASHING WINDOW FLANGE WRB LAY BUILDING METAL 0 i' THICK PLASTER VSELF-, FLASHIN DRIP C, WINDOW , ____ 1`JB CASING BEAD ® WINDOW ( FRAME, NO BAND) CLARITY) WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER 1441 N. RONALD REAOAN BLw. LONGWOOD, FL 32750 PH: 407-774LG078 FAX: 407-774.4078 www.abdesigngroup.com AA is 0003325 11 94 F T PARK #30 . #8 T 04181.00e 30083 MID 3EEB "2260-ELSTON" GARAGE BTIDM: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C ARoHnioil DEC 2C A AR NO R� DATM 11/26/19 SCAIM 1/4"=1'-0" skmc T WA3 WOOD SHEATWWx —� WRD LAYER h, STUCCO WRAP —� WRB LAYER 02, FORTIFIDER • BUILDM6 PAPER METAL LATH —� i' THICK, 3 COAT CEMENT PLASTER b'SELF-ADHERfNG FLASHING yINYL ANGLED CASING BEAD DRIP CAP WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER al, STUCCO WRAP WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH a' THICK, 3 COAT CEMENT PLASTER Yi GAP TYP CASING DEAD IX TRIM MEMBER TO TRIM s STUCCO TO SIDING TRANSITION SIDING STUCCO I' THICK 3 COAT CEMENT PLASTER METAL LATH UM LAYER -2, FORTIFIDER DUILDING PAPER WOOD SHEATHNG UIRD LAYER 01, STUCCO WRAP \-- CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) ��! P 119= 64fAT490 Is I^AeastivE URRD LAYER Q, FORTIPIMR r: F eaiaueR DUILDIt Ka PAPER `• ; wtAtWeR Reelsrne METAL LATH :. • . Lsmh :; • •JivE THICK 3 COAT CEMENT a s eeLr-Ao�+eRe+a PLASTER `. A FL,AOMM &'SELF-ADHERING ' STARTER STR I P— FLASHING : ': ''.+ ; fl L/Iu '�'T . WINDOW FLANGE CASING BEAD ® WINDOW (15C (FRAME, W/BAND) METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER j' THICK, 3 COAT CEMENT — PLASTER . a .. UNATMIR IROWTIVE =ATM%P ISTIVE 1 S' SELF-ADHERJ9 FLAlIHIM \ D YGALFCTAL FT)IIRI6 1615w on / 1 YX' R SEAL GAP WGAULKNG OR APPROVED SEALANT t, SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-541-0% MIN. 25 LBS. WOOD SHEATHING PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01 STUCCO WRAPWOM 4"T aeATMNa— RESISTIVE—-, BARINER YEe 1M"TNE WRB LAYER 02, FORTIFIBER aBSUAe'ro*`- BUILDING PAPER -APHIM00 PLAWINIS METAL LATH STD —yam (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD (9) RAISED 17A BAND ( FRAME) SCALE: 1 1/2' = I'-O' WEATI ER eARRER WATWO IsAmallot J' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME WRB LAYER r2, FORTIFIBER TT/_ BUILDINGa PAPER O E-Z BEAD VINYL CASING (LU/36' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY .----------------------------------------------i-------------------------------------------- ---- Y4' GAP TYP a' THICK, 3 GOAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH M RESISTIVE \ BAPM LAP' S�RABOVEE 'r / OF FLAsmi a WEATWER BARRIER alATHER RESISTIVE \ / EARNER a • \ \f •�,�Y LAGNING an AEATIER RESSTIVE lflt� • ISAFORMR 4 TO LAP W MIN ABOVE TOP �'-- OF'r RAa+NS PeESIsnvE 1 SIDING TO STUCCO �IPIEATweREelsTnE ® FRAME TO FRAME eARR�Ra 9 TRANSITION WRB LAYER02, FORTIFIBER BUILDING PAPER I WINDOW FRAME P WOOD SHEATHING l ..';. "r,iY�iyAars I WRB LAYER 01, I I I STUCCO WRAP I rp' WIDE PEEL 4 STICK I P OVER FLANGE ; WINDOW FLANGE ; 2X FRAMING E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) I MEMBER APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP ( E BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — WILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-774-4078 www.abdesWVoupoom AA M: 0003325 f -fkl•- a � sumiv. k LOT14 ABBOTT PARK LOT #30 BLK. #8 PROJH7CT 04181.00 -30 83 MODRU 3EEB "2260—ELSTON" OAPL&CM SIEVING: RIGHT PAO&% WALL ASSEMBLY DETAILS 160 MPH EXP. C —2x6 SUB-BANb W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK —DRIP EDGE �\ I\ —1/8' TEXTURED I \ FINISH a WOOD I \\ 1/2' TEXTURED \ FINISH a CMU / \ II METAL FASCIA \\ WRAP Y$FROM \ STUCCO, 1' FROM \\ - 4 WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ 1/8' TEXTURED PH614 a WOOD. 1/2' TEXTURED " FMIBH • CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP ' WOOD "ATFIIWx x x x x x x OR CMU x x x x x x i, WRB LAYER fl, STUCCO WRAP(PRAME (XNLY) x x x x x x x x x x x x ' — WRB LAYER 02, FORTIFIBER x x x x x x x x x x x x x I BUILDWG PAPER (M%AMlONLY) x x x x x x x x x x x x x FRAME OR CMU 2w eue BAND `cl ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x % !- FELL PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x (REFERENCE POINT C PL ill `i PLAN O x x x x x ONLY. FOR WALL OFF x SET OF COMPONENTS) \ NOTE : NOTCH FOR 2X(p I SUS BAND ONLYitj, ROOF KICK OUT REMOVED \\FOR CLARITY ROOF DECK(BEYOND) EDGE, I' OFF WALL NOT INTO STUCCO) \\ ji/8' TEXTURED FINISH WOOD, 1/2' TEXTURED FINISH s CMU2x6 SUB -BAND W/I'x4' NOTCH a tEND, WRAPPED IN PEEL t STICK ®EL VATIOMETAL 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 SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/%"x4' NOTCH a END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL x x x x x x x x x x x i. x x x x x x x x x x x x x x x x x x x x . x x x x x x x x w x x x x SUB BAND DETAIL® WALL W/KICK— OUT METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH s 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/114'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407.774407a www.abdootgngroup.com AA e:000332a 3.3 9Sumly. ae IAT: ABBOTT PARK LOT #30 BLK. #8 PROAMT/1 04181.000-30083 molDau 3EEB "2260-ELSTON' GARAGS 9TIU40: RIGHT >PwG WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C 30" MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED Z_ STEEL REINFORCING IN GROUTED •" -� — CELL SEE PLAN FOR SIZE AND 29 per, CELL SEE PLAN FOR SIZE AND '� r "' SPACING REQUIREMENTS O r SPACING REQUIREMENTS . a� O w C• a 1 GARAGE DOOR RECESS a F 0: W Z 8" CMU WALL O 8" CMU WALL I CORNER BARS, SAME SIZE AS BAR w w 8" O b ? . IN FOUNDATION WITH 30' LEG EACH w = b M +--0. TOP OF SLAB •- 0-0'.I...O TOP OF SLAB ! I WA y AT ALL CHANGES IN DIRECTIONS I ... - SO THAT THE STEEL REINF. IS CONTINUOUS N N MATCH AMOUNT OF CONTINUOUS BARS •I CURB FOR a' EXT. PORCH SLAB W1112" ISOLATION 1{ SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4"CHAMFER (iSTORY) #3 18' EXT. PORCH SLAB -VAR ES • SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER (1-STORY) Il. i �- '" a. I :. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE b' MASONRY UNITS SET AT ELEV: 1. .. ,. JOINT (NAiERE ♦ �. • 6° CHAMFER (2-STORY) #q 40" W/ 1!2' ISOLATION . 6" CHAMFER (2-STORY) • .. APPLICABLE) i SEE SCHEDULE 30• JOINT (WHERE. APPLICABLE) Z •' i EE SCHEDULE A. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE •8 38' FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST �I AND BAR QUANTITY BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #7 4?AND EXTERIOR MONO -FOOTING K_, EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE: 3/4'=1'•0' SCALE:314"=1'-0" @ GARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 46" LAP TOP PLATE A MIN. OF 48" —� PLATEMIN. O AND NAIL W/ iEd COMMON AND NAIL N NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL WI PLAN LAP TO OCCUR OVER STUD OF WALL WI PLAN 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING w WALL W! SYP WALL W/ SYP No 2 STUDS SEE 2" CAPPED w — O I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE S NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2"x8" WEDGE ANCHOR W/2" BTM. PLATE TO BE PT. WIFLANGE BASE O a SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO a g I EPDXY. MIN. EMBED PLATE EPDXY 5-1/2" EMBED. MIN. C 1T OC SLAB W/,Od MASONRY J 8', UNO J Q USP SPTH4 OR SPTH6 BTM MAX. NAIL J.. O!C STAGGERED. iQn FOLLOW ALL MANF. AND TOP PLATE ANCHORS W/ ADDITIONAL METAL SPECIFICATIONS FOR u1 100 x 1 1/2" COMMON NAILS CONNECTORS NOT SECURE FLANGE TO m USE AND FILL ALL HOLES, DO NOT USE REQUIRED WHEN NO SLAB W7(4) 1/4' X 2 1/4" TAPCONS F PREPARATION OF 0 a N '� x 3° w w UPLIFT IS PRESENT. HOLE. W C 2 SEE SLAB SCHEDULE It SEE SLAB SCHEDULE J a �•„� Fd'. TOP OF SLAB ... . ; .. •. "" TOO —OP OF SLAB :.4 .' Tom. .." 4" CHAMFER ("TORY) e"�� •- 6' CHAMFER (2-STORY) .♦ : : �, a ""• ..a . EQ. EQ. SEE SCHEDULE EQ. EQ. EE SCHEDULE BOLLARD FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL MONOLITHIC FOUNDATION 7 o 8 6 SCALE:&4"=1'-6" (W/ UPLIFT) SCALE:34"=1'-0 (NO UPLIFT) LAP TOP PLATE ANN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4' O/C BTM, VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL WI PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE OBL. TOP PLATE SECURE BT. PLATE TO SLAB W110d MASONRY NAIL d ly OTC 16" O/C STAGGERED. U ADDITIONAL METAL CONNECTORSNOT REQUIRED WHEN NO w y UPLIFT IS PRESENT. 0 8" CMU WALL (b' z +" 0'-0 POURED LINTEL CONT. (TYP.) �' �• 8" CMU FILLED CELL OW.) -:�•' TOP OF SLAB I SEE SLAB SCHEDULE 2X WALL FRAMING N I SEE SLAB SCHEDULE :• 1/2' DIA. USP 725OSD BOLTS 5" TOP OF SLAB Z ♦' ", "ISOLATED" COLUMN PAD MINIMUM EMBEDMENT INTO GROUTED CELL, 4' FROM ENDS AND •=�-. CENTERED UNDER WALL AND 16" O,C. VERTICALLY MAX °"♦•8 POURED MONOLITHICALLYWITH FOUNDATION AND SLAB SEE SCHEDULE ° SEE SCHEDULE FOR WxD, BAR SIZE / FOR WxD, BAR SIZE AND BAR QUANTITY X AND BAR QUANTITY �„�INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO y scALE:3/4°=1'-6• (NO UPLIFT) �� FOOTING AND COL. PAD �� BLOCK WALL CONNECTION 1 V SCALE: I I SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdos*tgroup.eom L AA N: 0003325 , 111111.3 sUNDIV. AllLrOT: ABBOTT PARK LOT #30 BLK. #8 PROJEOT 4 0 -300 3 MODEL: 3EEB "2260-ELSTON" GARAGE SWUM: RIGHT PAGE: DETAILS 160 MPH EXP. C AMMICT STME OF tFLOF�A oco 1 ' A AR tM NO 93723 , I DAia 11/26/19 1 sC.%LM: 1/4"=1'-0- aSEE'P S1.1A MIN. 10" T EAD W/ 'NOSE PAVERS TOP OF SLAB rn 46-- #4 REBAR(TYP.) TOPS # Z • �,' 1/2" RADIUS OR CHAMFER SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY Lz�_ sq � y a w ¢w N — �� :c TRENCH FOOTING AT ALL PAVER AREAS SCALE: 1/T=1'-0' LAP TOP PLATE A MIN. OF 48• AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE 1/2"x8' WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED. MIN, C 18' USP SPTH4 OR SPTHB BTM OC MAX. AND TOP PLATE ANCHORS W/ 1Dd x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" 'SEE SLAB SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY %INTERIOR FOUNDATION WOOD WALL `� SCALE: 3/4"=1'-a (W/UPLIFT) 2 EXTERIOR STAIR DETAIL STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND d SPACING REQUIREMENTS �w veL aO Vl Z 8' CMU WALL i M TOP OF S4.AB SEE SLAB SCHEDULE W • BAR SIZE 48 BAR DIA. > EXT. PORCH SLAB ^ — 4'CHAMFER (I -STORY) O W/ 1/2' ISOLATION 8' CHAMFER (2-STORY) #3 MT U JOINT (WHERE 4 ' #4 APPLICABLE) Z MATCH STEEL #5 REINFORCEMENT 8" PVC CHASE PER SCHEDULE #8THRU FOOTING � #7 SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE 6 THRU FOOTING SCALE: 3/4'=1'-a' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ENE SPACING REQUIREMENTS d a 8• CMU WALL o: U elf W y 0 7d i-SEE SLAB SCHEDULE ' r r • JI V I e EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION CMU WALL 3 4 8" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE IN GROUTED EE PLAN FOR SIZE AND G REQUIREMENTS USTEELREINFORCING 8"CMUWALL om SLAB SCHEDULE F SLAB I.''d• SCHEDULE SE WxD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION CMU WALL '4 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744i078 FAX: 407-774.4078 www.abdmlgn�'ou ) com AA 5: 0003325 a� 911 avmzv. Se LOT9 ABBOTT PARK LOT #30 BLK. #8 P"T 04 0 — 083 MODS . 3EEB "2260-ELSTON" GARAGa awixG: RIGHT PAGN: DETAILS 160 MPH EXP. C uIrT f RATJl 8/19CAM 1/4"=1'-0"xmr S1.1B FIRST FLOOR DOWEL PLAN SCALE: 1/4" = P-0" 11 N. RONALD REAOAN BLVD. LONGWOOD, FL 82750 PH: 407-774-6078 FAX: 407-774.4078 www.abdes*tgroup.com AA 8: 0008825 , r pq ¢ aJ Z I a4 MJ aysniv. a Loan ABBOTT PARK LOT #30 BLK. #8 PllOJmCT 041 .0 300 3 MoDZU, 3EEB "2260—ELSTON" GARAGE awTxo: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH EXP. C BRA��FLORIDA fC 01� ROLAND A AR NO 9*M aA M 11/26/19 8CAL8: 1/4"=1"-0" 8!lam S1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10'.HOOK GROUTED BOND BEAM TIE VERTICAL REBAR .. VARIES PER ELEV. TOHORIZONTAL REBAR W/OOK GROUTED BOND BEAM iv VARIES PER ELEV. ° Z N i' G O #8 BARS ,0' HOOK O ■ o 8" m p CLEAN OUT REQUIRED ° ..�� I ° • •.. '. r :! .. T.,,° , Z N 1 -0' FOR INSPECTION 0 O 0'-0' FIN. FR. • . L.: TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK �— BAR SIZE 48 BAR DIA Z w #3 158 ° CMU UNIT DIMENSIONS N4 30. ro ARE NOMINAL SIZES #8 6' OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA * 47 METHOD #44 24" / 3 MASONRY SYMBOLS HORIZONTAUVERTICAL HORIZONTALNERTICAL as 30" �' SCALE: 3/4'=1'-0' REINFORCING REI41 NFORCING a2" U I NEW REINF. BAR y SECURED W/ 2- PART p. EPDXY. MIN. EMBED J 8', LINO SSa Q FOLLOW ALL MANF. N SPECIFICATIONS FOR _ USE AND PREPARATION OF Z HOLE. Lq ° m� STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-77440T8 www.abdes*kgroup.com AA M: 0008926 IIN • SVilDIV. Ae " ABBOTT PARK LOT #30 BLK. #8 P1�OJlk:T 04181.00t-30083 moDZL: 3EEB "2260—ELSTON'r oAiRAoa OWrno: RIGHT PAGIM DETAILS 160 MPH EXP. C QI DA 11/28/19 SCA=: 1/4"=1'-0" BNEW S1.2A FRAMING NOTES: t. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1f2" HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA WI (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-7 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 ACCTUATEO FASTENER, ZF 72 PSS36, .177" ' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK D,=pjM REMARK O(2)2x8 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 ( ) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 Bx18 (1)#5 GROUTED SOLID SB2 MASONRY 3000 8x8 (1) #5 N/A GROUTED SOLID 'CAST-CRETE' SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-UNTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U•LINTELS SAFE LOAD • POUNDS PER LINEAR FOOT SAFE LOAD SAFE LOAD •POUNDS PER LINEAR FOOT TYPE LENGTH also aaaa wta4a aaow waa was 4"m TYPE LENGTH MA 6f4! RCNU TYPE LENGTH 41R4T ~ 4Fa4T wou WWII nm WJW" Saar 62MT wu4rr sett Saar VWIT war OW own mama nFa ws rrAm st4as Rs rib' (42� PIMCMT 2m1 m NM m sw m m am ra (4r) PrArAST 1026 1024 t6M ra• (4n PMECArr ,4a m all 4w m a1a 7M m aw nil 1w an tm tow m m m m m naI 14n 4'4r (46T PRB(•AI T lm am am 301, w4 m 10M sar 4%V (4n PFWAXT m m /3M *r (a•) PmrAsT m4 m m aM 4as m m ON am alit tam am im 1Ma as m m 3m 4w 1 m m fd On A4ECArr tlKa MM n10 m as moil m m 416' PRBCABT al" ion- (m PREd1rr tw m mm m 4w 4111 m m 4sa nil tw m tan ins tm as sm a111 4w at/am W,�• on PI1EG16T 1t1T tw an sm m 4w �• lM'I PRECABr 411 411 746 rr lM'1 PRECABr tw 1" m m m m 4w "a m m 1em 1w l"4 m m as m 4® 0-10' M PTEOABT 1062 tia 11" m m m ow m 6-10* M AMCABT 8q tHM M6 MP CM PRECABT w , m nm NO na m m m twt w 1w m m naT m 1 4771 rr cm PRPCAU m um tr" so m sm m an RECAB 61T M Pr OUT T21 4M rr (fd•) PREC W as tw trim m m m w up tw m tam m I sm 71d lM'1 Pt�,AEf 7q 1011 IM aa m an a1n m 7%V M P1FCA67' 4M 6M 363 r4! (60') PRECAST m >m aw Mt tTa m m m 44a m "m as m m ssr m r4• (tin Pw:rw 664 w tw tw m m no m ram• (112� PRECAST 826 612 270 EC1rr rr (112� PUlm m to it tars to ma m rs tat tw m m n w tw tw tw m m tOt (176') AMCABT 476 w w /w m "" 2w m t0a' ry26') PRECABr 2M 401 1M tra ry2r► r m w mo , ton , of w m tw m mill w w tla tm ta1 m m 114• (17� PRECAST 7M2 w so tw tw m aim 4m 11'i' (1a� PrrBCAffi 26D 462 1M 174' rytl� r 4N w w sm , 1M 11a w w /w so m am 4w 4at w t tail fw Ima47 a,m 12W ry47'( AECNT 767 w as a1a m /ri0' (14f� PrdCW 2" 402 187 1r-0" ry44� T 4" 4a 7a w w tat taw nw m m p0 w w /w , toll"m (PI�:ASr 4" m tw tw tw aM m iri4' (167) PRLT.11Sr 217 8M 770 1S< rye6n r «.7S4• 4" m iw ,w 14a aM m 4a 4a w 11a 141 1 taT 144r ryes► PRtWW 276 14'A' (ion MOO*sr 206 2M 100 14'd (16" r a 4�4t w tw pa n mm aps � � „T1 a t iMM (1'f6') PRFdlld NA al a1 al M M 14%r (17W) AiL3R� NA 214 6f iC4r (ti') W w w fn1M' w w m 1 1n "aM 4a w 1w WR aM =7 mill trim•(167')PliQll NA4s M M 'aMal tr•4' (1M•) PREp14E12E0 N.R. 2M M trd• ry64') BBE0 w 313 wn4 4M Y1 w 7a 011 t m nil tw ,/a mm sm (2067 PR[21iR NA M M MM 1T4' Q6a9 PREBiI�2® NA iM M 1T�' t90r) Dw m ,a w4a w w 01 w w M 1f71 wirs• w w as +aa tw t1" 1V� (lll MM M M M 1a M 1ri' 9 NA 1N 62 1S4• (Zs2•) MFD to t44 m w w w 4" la w 1 w�)PIS,671 mM w w w tem tat taw t1M (2 n PRE61RE6Bf9 NA M 2ti' (2 n PR28TRM1® NA 126 42 21t4• m" BEO W to fill w w w w w w21W mM 1a0 w w w 11N tw tw 2riP 0649 A NA M M M M1mM �� '1 NR tte 40 2ri0064.1 w 13-G.1 w w 1w a" w Ta tw a4t tw tN totH fa w 7m a/ w w ea2CA" on A Wiviss® NA 24ta Owl RR I NA Sf 33 Md PM9 BE0 � fa m m w to w 4w w w taT tm (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. •ALLVM M TAREN FROM %M E LOAD TASLEB• BY CABTCRM M11Y 2016 EDITION-PRECASTPROODUM BY OM*PWTO LW(XtEXMW VA1168 SrAT6O ABOVE •ALL PRECAST PRODUOTB ARE TO BE MSrALLtMPM t1AMIFACRI1E8 SPEOEIGTtONB -PROMM 111" P OF ILWIS PAST W= 6EN) OF W94DOWOPMW PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE DIVISION ACCEPTANCE #: 18-0126.03 8Fi6-1 Tl1MA BTM. @ 6'-8 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" a V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdosWigroup.com L AA 6: 0003325 , aulwiv a sons ABBOTT PARK LOT #30 BLK. #8 PROJECT 04181.000-30083 MODZL 3EEB "2260-ELSTON" GARAGa aT+IrENG1 RIGHT PAGM: FIRST FLOOR LIFT BEAM PLAN AND NOTES (CAST—CRETE) 160 MPH EXP. C 1J V 1' a ROLAPD A ABOUCHACR AR NO 941M aCA=: 1/4-=1'—O- sumucm s2 #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK ;c 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP. n8' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL.* V 3, PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \ PLACE STEEL HEIGHT. REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND CjS\A AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1 \. TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'X,6" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE -1 #5 / TOP OF THE LINTEL. A\tJ• O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. ps+9� 806 DBL. BOND TOP OF BEAM W/ (1)#5 BAR BOND BEAM # / 41"D a EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR . BOND BEAM F =FILLED W/GROUT .LY\O U = UNFILLED GROUT SOLID FROM TOP �1\O NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF#6'S, IN 2ND BOND BEAM BEAM COURSE SEE NOTE 5 �16-1 T/ 1 B PRE -CAST (1) #5C AR (RE'E NOMINAL MASONRY �E LENGTH OF BAR - WIDTH OF Q HEIGHT # OF #5'S, TOP 9 OPENING•? BOND BEAM COURSE OR 2 BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"-V-0" THAT XFXX - 1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL IL1) REFER AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT i SINGLE BOND BEAM 114") W FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4' EMBEDMENT #5 BAR BENT ASSHOWN 2x8 (MIN 2 X 3) 2-3/16 TAPCON PRE CAST :.a 1/4' OR DRIVE PIN (MIN SWANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 11W), 8' SLOPE FROM EACH END AND 18" 70 m O.C. MAX. MIN 1-1/4' EMBEDMENT 4 2x8 (MIN 2 X 3) 2-3I16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4') 8' FROM EACH END AND SECURE TO SHEATHNG W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK EA. END VCMU.L BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16' OSS SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE: 1 1l2"=i'-0' C J SCALE:34"=,'-0 3 SCALE: 3�4"=1'-0' \>�`a % ' PROVIDE 3" DAA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. > I I SINGLE #5 CORNER A" BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 0 I� I III 8x8 CMU PEER PROVIDE #5 BAR W! SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. II / STE EL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-O" SINGLE LINTEL, MULTIPLE OPENINGS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7744078 FAX: 407-7744078 www.abdesWigmup.com L AA #: 0003325 1 may.. numlV. A# LOTt ABBOTT PARK LOT #30 BLK. #8 11tOJIDCT 04181.00t-30083 MtODaL' 3EEB "2260- ELSTON" GAIeAOa SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C DATM,. 11/28/19 splEw S2.1A numlV. A# LOTt ABBOTT PARK LOT #30 BLK. #8 11tOJIDCT 04181.00t-30083 MtODaL' 3EEB "2260- ELSTON" GAIeAOa SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C DATM,. 11/28/19 splEw S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1W HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 i/1" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 112' HDG NAILS, FILLALLHOLES. 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 9B 108 3 MANUFACTURER'S SPECIFICATIONS. 1 1 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND Mi 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 I�7 IqI I N n APPROVAL.I SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND I�h�ll1 II II II II II II II II II (I II II II (I II Iu) II II II II� 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES ///(((III \II II II H II rl rl II rl rr rl rl II rl rl rr Ir II II rr SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATEDj II II II II II II II II II II II II II II II II II II II FASTENER, ZF 72 PBS36, A77" ° x 2 7/8" LONG, WITH WASHER @ 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END rr Ir rr rr rr II rl II II U II II II II Ir rl rl rl rr rl II ° UNLESS OTHERWISE SHOWN DIFFERENT II II II II II II II II II II II II II II II II II II II II 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON NALYSIS.1J��1` 1VIt 11 it It If 11 11 RATIONAL 2. AELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS II NOTED OTHERWISE. II II II II II II (I(` 11 �fl II II II II II II II II 111111 I) ° r 11 11 IIFJZ I I rr rl rl rr I J331I 11 II 11 11�II II UFJ1r1 II 11 4 I i == 3.1 11 N u n u u u u n u n r u n r u R u i8 ui ii a u II II II II II II II II II II1 i- I1 II II II till' i if--Nj, TRUSS MAM FAIRER /ENGINEER NOTES: 1 u n u u 1 1 11 If u n n I r 11) 11 .1 1. 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,SWLBSSHALLBE II II II II II II II II II () !� II II II II II II II I 4 FABRICATED W/ A 2x8 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS r n II n n u u n U u H H II It n n n u u u u° WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT II II II II II II II II II II /)II II II II II II II II II III SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. TRUSS COMPANY/ ENGINEER IS LE FOR TRUSS it If 11 11 11 It 11 It 11 11 S. 4. AVOID PLACINGTRUSS OA TRUSS PERPENDICULAR TBOA STEEL LCO UL IrAJTO I II II II II II II II II II II p/ II II II II II II II II II II ° MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. If II II If Ir If rl If II II If II II 2X4 WOOD BEARING USP LGUM46 W/ (4) W x4" WALL W/ SYP NO.2 WEDGE BOLTS TO CMU AND (4) III II II I II II II II II II II II STUDS 1OP OF WOOD II II WS3 WOOD SCREWS TO BEAM I u II a WO I u n I I u n n n u u WALL EL. &-T II If ° 11 LVL _ _ 5 4 DBL _ HJ7 HJ10 I 1 STUDS I�° 4 -I --- ----- —� -J7- m WD PROVIDE DRAFTSTOPPING _ ALONG THIS TRUSS AS TO _ LIMITAREA TO 1000S.F. 1 1 PER FBCR 502,12 - — - — - — - — - — - — - — - r-------- STUDS x FIRE I -- ------------------_ SE (CURE H026 TO GIRDER ° I_-------J = CMU W/4X3/16"TAPPER.o SUB FLOOR 2X4 NAILER 1A PRE FABRICATED I -JOIST 9B 10B 3 FOR DRAFT 3.1 _ GT ° @ 24- O.C. MAX PRE-ENG. CJ3A — _—_—_—_— —_ FLR. TRUSS = STD 4 I a�Q I' EJ4 _ _—_—_—_— —_ a II II --- -- --- L-IA E�V. IVIEWV E1V 9B 108 3 PRE�NG. FLR. JOISTS I - —> > --" - USP HTA16 W/ (2)17 n= _ WOOD PANELS 3/4"PLYWOOD �� FJ4 DRAFTSTOP ' ________________ ___ PRE-ENG. FLR. JOISTS -}-\ ' I' V} 4 I I I 3.1 2X4 NAILER FOR DRAFTSTOP 3/4" PLYWOOD DRAFTSTOP FLOOR FRAMING PLAN PLAN SCALE: 1/4" = V-0" I.IOIST DRAFT STOP DETAILS COLUMN SCHEDULE MARK SIZE ♦A �� '°'� OR REMARK REMARK OEBCRIPTION REINFORCRJIIENT of 4z4 (31/2"z31/2') USP HTT4 WI 5/8" DL4. z S SYP. PT, WOOD POST EXP. BOLT 1441 N. RONALD REAOAN BLVD. LONOWOOD, FL 32780 PH: 407.774�8078 FAX: 407.7744078 www.abdostgngroup.com N: 0003328 f *4 4 avaaiv ae rors ABBOTT PARK LOT #30 BLK. #8 11�OJ>mCTtr 04 000-3 8 acoaaU 3EEB "2280—ELSTON" owWwoa aV►nM: RIGHT lwce: FLOOR FRAMING PLAN ELEVATION 'H' %J60 MPH EXP. C A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 12" TO TRUSS. FLX176W B-(2) USP HTA16 TRUSS ANCHOR WITH (9) 1 Od x 1 112' TO TRUSS EA STRAP. FL#17680 DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2' x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 Zr O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = UA870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) TYPICAL TRUSS/ 1a 1 b GIRDER CONNECTOR(S) LE:34"= `° SERVE! aACl ILOCX THICKNEINI 4500 3/4"W000 PANELS 0000 (2)12" WOOD PANELS 60 (2)1/2' WOOD PANELS 90 2x LUMBER .a . 3/4' T 6 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG I -JOIST 5/8" GYPSUM BOARD OR 12" HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PLATE W/ (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL. BD. I -JOIST CONNECTION L.B.W. 4 SCALE:34"=1'-0 (NO UPLIFT) OUTER 113 ( SPAN ONLY ENGINEERED WOOD TRL 0 24" O1C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (2)USP HTAI 6 TRUSS ANCHOR WITH (9)10d x 1 112' NAILS TO TRUSS EA. PROVIDE 4' MINIMUM CONCRETE EMBEDMENT, DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR FL#176W PLYWOOD SHEATHING, SEE "ROOFNJALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2". 4", 6", 8" x 4'-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. �-- (A) USP LUGT2 k3" POWERS WEDGE BOLTS (18) 16 18 GALV. NAILS TO (1 TRUSS (2PLY) #FL17240 (NOT SHOWN) (B) USP RFUS STEEL CONNECTOR WITH (4) 3/4'x6' WEDGE BOLTS AND lx2, 2x WOOD FASCIA (12) WS3.SCREWS FL#6223 SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS SCHEDULE SOLID, 8" EACH WAY OF BOLTS 12" O/C SEE A ALLOWABLE UPLIFT = U:3980 LBS, 1_:1785 LES (2PLY) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LES (4 WEDGE BOLTS IN RFUS) TYPICAL ROOF 2a 2b GIRDER CONNECTOR(S) SCALE:34'=1'-0' DEPTH1/4*0 — EDGE EDGE>5/8' i —HOLE DIAMETER N < 2/5'D SGL. STUD EDGE>5/8' LSTA12 20 GAUGE W/ 10dx1/2 HOG COMMON NAILS. 90 EACH END TOTAL OF 10 LVU 13AC HTT16 W/ MIN. 7" EI TO SLAB 2-1/2" NA I POST TO ON SLAB e im aACKENSLOCK TIC1aaB1 4500 3/4" WOOD PANELS 6000 (2) i2' WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER 5�LVL/WOOD POST CONNECTIONS sr.A[ F- ffi4•=i'-0' Bill 19111111111m 0 _4 A- USP TFL1716 G < 1230 LBS, U < 140 LBS W/ (2) 3/4" WEDGE-BOLT/J•BOLT, 5" MIN. EMBED (6) 1Od GALV. COMMON NAILS TO HEADER AND (2)10dx1-12" GALV. COMMON NAILS. TO JOIST FL#17241 B - USP TFL2316 G < 1230 LBS, U < 140 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5- MIN. 11 EMBED (6) 10d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2' GALV. COMMON NAILS. TO JOIST FL#17241 BTM. HOLE DIAMETER BB - USP THF23160 G < 1335 LBS, U < 140 LBS W/ (2) 3/4- WEDGE43OLT/J-BOLT, 5' MIN. PLATE < 3Ai'D DBL. STUD EMBED (22) 1 Od GALV. COMMON NAILS TO HEADER AND (2)10dxl-12" GALV. COMMON NAILS. TO JOIST FL#17241 C - USP TH035160 G < 2280 LBS, U < 265 LBS W/ (4) 3/4- WEDGE -BOLT/. -BOLT, 5" MIN. EMBED (12) 10d GALV. COMMON NAILS TO HEADER AND (2)1061-12' GALV. COMMON NAILS. TO JOIST FL#17241 D - USP HSPH7116 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4— WEDGE-BOLT/J-BOLT, S' MIN. EMBED (16) 1Od GALV. COMMON NAILS TO HEADER AND (10)16d GALV. COMMON NAILS. STUD NOTCHING TO JOISTFLA25749 WOOD LEDGER AND BORING LIMITS ATTACHMENT DETAIL SCALE: 1 1/7=r-9" D SCALE: 3/4'=1'-0' 6'-0" MAX (W/1X4) �R 10'-0" MAX (W/2X4) # 1175 UPLIFT USP HTWM20 W/10 iOd TO TRUSS AND (4) 1/4' x 2 114" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2' COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4'=1'-0' 1x4 DIAGONAL BTM.CHORD BRACING,SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 10 BTM. CHORD BRACING 6'-O" O/C J --END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED WI(2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD p /L INTERSECTION TYP. (D_BTM..CHORD BRACING SCALE: 3/4"=1'-0' 24" 24' MAX. w/ W OIST SPACINGD 8" MAX. END W/IJOIST RTM ACIN SEE FRAMING PLAN TYP TYP P END OF MAX MAX MAX LEDGERSO. BOLT/J.BOLTW//7 LE�GERwBOARD — EDGE LE LEDGER BOARDX12#SWP..T TO BOLTI-BROLTW/Y WASHER 4 51/7 TO BE USED 1. ENSURE THAT OF. BE USED WITH WMT WASHER 8 510 MIN. EMBED.(TYP) WITH WOIST BOLTS/J-BOLTS ARE PLACED MIN. EMBED.(TYP) INTO GROUTED CELLS, S' ALL AROUND BOLT. FRONT 2. SPLICE OF FRONTANDREAR LED. LEDGER SHOULD LAP A MIN OF Z 3 ALW. � Z 3. ALL BOLTS TO HAVE WASHERS (2) 2X12 m 4. EXP. BOLTS/J-BOLTS SHOIxD SW PT NOT SE ANY CLOSER THANE' Z 0 C. Z 5. ONLY LEDGER IN LXRECT (2) 2X8 CONTACT (REAR LEDGER) WITH REAR SYP PT7t CMU REQUIRED TO BE P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE 903PAGING CENTRAL 8PN= A DOUBLE SYP 218 1/7 8" MAX 24" O/C MAX B DOUBLE SYP 2X12 (2) 39" 8- MAX 24" O/C MAX. 10 I -JOIST WOOD LEDGER DETAIL SCALE: 3/4'=1'-0" (2) 2X4 No.2 SYP DIAL. — BRACE W/ (3)12d 0 EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0- TO 30'-0' (1)'X' BRACE 30'-1' TO 60'-0 (3) W BRACE (1) -X" BRACE @ CENTER (2) "X' BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS —� STIFFBACK (ASPER TRUSS ENG) SEE SCHEDULE FOR BONO BEAM REQ, 20 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 12" DIA ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12ds 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 1Od'a C EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. %1 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3W=V-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 811 ALTERNATE MATERIALS SCALE: 3/4"=1'4r 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774.4078 www.abd6s)gagroup.com AA #: 0003325 4 IUDDIV as LOa! ABBOTT PARK LOT #30 BLK. #S PAOJZCT 04181.000-30083 mona1.,: 3EEB "2260—ELSTON" OARAda aNtNOT RIGHT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C M NO OOM J DFvmcr ATM A11/2,/,, 9C=: 1/4"=1'-0" a*Emm S3.1A USP LFTA6 W/ (16) Bd COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING (18) 8d COM.—"'"" EACH END FL#17244 WOIST LVL-/ V'PLATE STRAPS W/tOdx1 1/2' HDG NAILS FUM7239 WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL STM, CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2' DIA. ANCHOR BOLT W/ 2" > . WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX, SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's S' O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d'e 0 EACH TRUSS TO BE INSTALLED (2 10'-0" O.C. MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0" 8" CMU WALL — REINF PER PLAN (2) 2x4 P.T. W/ - MASONRY NAILS a 12" O.C. 1X2 FIRE -STOP - STRAP TRUSS TO PL. SEE SCHED. BELOW TRUBB TO TOP PLATE A - USP MTN-12 U < 1195 LBS W/ (14) 10d GALV. COMMON NAILS. B - (2)USP MTW-12 U < 2390 LBS W/ (14) 10o GALV. COMMON NAILS EA. USP SPTH4 OR SPTH6 BTM AND TOP PLATE ANCHORS W/ IOd x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x3" #8 WOOD SCREWS x 2' LONG a 3' O.C.; STAGGERED OFF CENTERLINE 3/4' AS SHOWN I �j SCREW /�PATT6W WOIST DBL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 101S3.1A SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL PRE-ENG ROOF TRUSS 5/8" GYPSUM BOARD OR 11T HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 20 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. SECURE ST. PLATE TO SLAB W/ 1/2"x9" WEDGE ANCHOR WIT WASHER SET IN HIGH STRENGTH EPDXY 5-1/2' EMBED, MIN.0 16" OC MAX. wTRUSS CONNECTION @ L.B.W. #B WOOD SCREWS x 2" LONG C T O.C.; STAGGERED AS SHOWN BL. 2X6 SYP #2 LEDGER. SEE BOLT SCHEDULE, 101S3.1A. 8" CMU WALL REINF PER PLAN P R EVATK)N II�314" LLO :r SCREW PATTER" 08 PER ELEVATION 24" M I -JOIST (SEE 2x4 P.T. CEILING FRAMING PLAN) NAILER W/ MASONRY NAILS 17 O.C. 1x2 FIRE-STOPSECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL 4 ROOF TRUSS 6 SYP NO. 2 WOOD POST TO SLAS. SLAB. SEE SCHEDULE BELOW FOR CONNECTION FL#17239 TRUSSNVOOD POST CONNECTIONS 10a 10b IOC SCALE: 3/4"=1'-T 7PAM TO PO8TCON4NECTION A - USP MTW-12 U < 1196 LBS W/ (14) 10dGALV. COMMON NAILS. FL#17244 B - USP HT W-20 U < 2045 LBS W/ (20)10d VALV. COMMON NAILS. FL#17244 C - USP MUGT/PHD4A U < 3715 LBS MUGT TO TRUSS W/ (4) lOd GALV. COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12)10d COMMON NAILS BACK, (1) 5/8'" A.T.R. TO PHO4A AND (10) WS3 WOOD SCREWS TO POST FL#17240/FL#172419 W12 BLAB CONNECTION USP PAU44 POST BASE <U:2,266 G:6,775 W/ 5/8 DIA. x 6" EXP. BOLT FL#17239 USP PAU46 POST BASE <U:2,265 GA3,815 W/ SM DIA x 6" EXP. BOLT FL#17239 C . USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" AB. WITH MIN, 7" EMBEDMENT TO SLAB 8 (20) 16d x 2-1/7 NAILS TO POST. FL#17324 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:4O7.774.4078 www.abdosWigroup.com AA N: 0003325 4 8 4 S> mlv. a LoTt ABBOTT PARK LOT #30 BLK. # S FROMM 04181.000-30083 >ts4 DMU. 3EEB "2260—ELSTON" 0ARA08 SWING RIGHT PALM: DETAILS (I —JOIST) 160 MPH EXP, C DATM 11/26/19 0C,"X:1/4"=1'-0" sxo= S3.1B 29'$" 21'-r 8'-0" SECOND FLOOR DECK PLAN SCALE: 1/4' - V-0' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-774,6078 FAX: 407-7744078 wwwAbdes4PW'ouP.com L AA 0: 0003325 p LJ auzwrv. a. L,o1`. ABBOTT PARK LOT #30 BLK. #8 r�eoasOr 04 8 0 3 acoasr.: 3EEB "2260-ELSTON" GAwwaa swum: RIGHT PACM- SECOND FLOOR DECK PLAN 160 MPH EXP. C AROFiTWT 8TA7E OF F� ROLAID A A80UCFY�CRl1 AR NO 9VM DAT " 11/26 19 sCALM 1/4"=1'-O" 83ECZT S4 DBL. TOP PLATE CONT. (3) 202 HEADER PROVIDE 1/2' PLYWOOD FILLER(S). NAIL DBL. TOP PLATE LAP TOP PLATE A MIN, OF 48" a ALL TOGETHER W/ 16d CONT. AND NAIL W/ 16d COMMON 2z HEADER SEE PLAN FOR SI2E COMMON NAILS, 2-ROWS, 6' NAILS, 2-ROWS, 4" O.C. STM. AND QUANTITY PROVIDE 1x 2x6 BLOCKING FOR SHUTTER O.0 LAP TO OCCUR OVER STUD WOOD OR 1/2" PLYWOOD INSTALLATION, PROVIDE 1/2" �- FILLER(S). NAIL ALL TOGETHER PLYWOOD FILLR(S). NAIL w 4 0 W/ 16d COMMON NAILS, W ALL TOGETHER W/ 16d �1 2-ROWS, 8' O.C. y COMMON NAILS, 2-ROWS, 6" <� O.0 un SHORT 2x STUDS BETWEEN HEADER ABOVE AND FRAMING DIRECTLY ABOVE (1) 2x6 FLAT TOE NAILED TO 3/4" DIA. x 8' MIN. EXPANSION WINDOW SOLT W/ 3x3 OVERSIZED JACK STUD 2z NAILED INTO WASHERS PLACED 16" O.C. 4" INSIDE AND OUTSIDE PLY OF MIN. CONC. EMBEDMENT SECTION ha4 FILLER BELOW W/ 16d � COMMON NAILS, 6. O.C. SHORT 2x STUDS BENEATH WINDOWSILLS 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1!I PLYWOOD FILLER(S). NAIL (5) 2z STUDS IN CORNER. NAIL 2x MID -HEIGHT BLOCKING ALL TOGETHER W/ 16d THE (3) CORNER STUDS AND ANY PLYWOOD! g COMMON NAILS, 2-ROWS, 6" TOGETHER W/ 16d NAILS, T W! (2) 16tl TOE -NAILS, EACH 2x HEADER SEE PLAN FOR O.C. W O.C. END � � SIZE AND QUANITY PROVIDE ix WOOD FILLR(S). NAILS ALL TOGETHER W/ 16d SINGLE BTM. PT PLATE COMMON NAILS, 2-ROWS, 6' USP RT16A W/ 10d x 1 1/2" O.C. GALV. COMMON NAILS, FILL USP SPTH4 OR SPTHB OR TTOM LAP TOP PLATES AT CORNER, ALL HOLES 4'-0" MIN. TOP PLATE SPLICE STUD PLATE TIDE Wl "d x TYPICAL SPACING E FL#17238 AND NAIL W/ 760 COMMON 1 1/2° (A E COMMON m ON PLANS NAILS, 2-ROWS, 4�0.C.� NAILS (AT EACH STUD) FILL 3" LONG NAILEVERY S FL#17DO 2 USE T I NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS HEADER SIZE EACH END OF HEADER SPAN (2) 2x6 (3) 2x6 (2) 2x8 (3) 2x8 (2) 2x10 (3) 2x10 (2) 2x12 (3) 2z12 8T(D 8PfG/18sw0.0. 811D8?AOg021'0.0. =1M — BTM. MEMBER OF TOP 0411 2 2x4 2 2z4 2 2x4 (3)2x4 (3 2x4 AN KINGS SPAN KINGS PLATE SPLICE MUST LSTA78 W/ 10dx3' OALV. COMMON () 2x6 (2) 2x6 (2 2x8 (2) 2x8 (2) 2x8 (2) 2x6 3)2x8 0 - 2 ft 1 0 - 2 ft 1 OCCUR OVER STUD. NAILS, (8) EACH END TOTAL OF 14 2x MID -HEIGHT BLOCKING 2xq 2y,4 2 y�q 2 2x4 2 2xq —(3TM- x r4 NAILS. APPLIED TO INSIDE FACE AND ANY PLYWOOD SEAMS 3-4ft x (2) x ( )2x 2) 3-4ft 2 3-4ft 2 �� TYP. ONLY FL#17244 (1) 2x FLAT TOE NAILED TO W/ (2) 18d NAILS EACH END JACK STUDS 5 6ft 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 2 2z4 5-oft 3 5 - 8ft 2 2x6 2x6 2x6 2x8 2x6 (2) 2x6 (2 2x6 2) 2x6 7 - 8 ft 3 7 - 8ft 3 7-aft 2x4 2z4 2x4 2x4 3,4 _2* 2 2x4 2 2x4 EE SCHED x 9-loft 5 9-loft 3 x OR #STUDS m 2z4 2z4 2z4 2x4 2 2x4 2 2x4 2 2z4 2 2z4 10 - 12 ft 5 10 -12 ft 4 Q NDER 9-10M1 c� x Zxt$EADER < to-lzn zxa zxa zxa zxa 2x4 z 2z4 2 2xa 2 zza SEE SCHED 2x6 2x6 2.5 2)H2x6 2x6 2x6 2x8 FOR # FULL HEIGHT 2x STUDS TYPICAL EXTERIOR WOOD FRAME %1 4 X IN WALL CONSTRUCTION DETAIL 3X3 OVERSIZED WASHERS PLACED 4" I SCALE: 3/4"=1'-0' TYP. TYP. 32° O/C 6" MIN CONC.EMBED. TYP. „ 32 ^MAX ^ 16' MAX. 16" MAX. PROVIDE (3) STUDS 0 —NAIL STUDS —NAIL STUDS — PROVIDE (3) STUDS CORNERS LAPTOP TOGETHER W/ TOGETHER W/ CORNERS LAP TOP PLATE MEMBERS 12d ® 17 O.C. 12d 0 17 O.C. PLATE MEMBERS PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS PLYWOOD SHEATHING, 'ROOF/WALUFLOOR SHEATHING CORNERS LAPTOP SEE 'ROOF/WALUFLOOR FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER SCHEDULE- *— PLYWOOD SHEATHING, SEE 'ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE' C2 D 16' MAX. Cl EXTERIOR MASONRY / WOOD PRCOIRNERS DE CONNECTIONS LAPTOP PLATE MEMBERS PLACE 30# ROOF FELT BEHIND SCALE: 1 112=1'-11 VERT. STUDS SO AS TO NAIL STUDS —� SEPARATE WOOD AND TOGETHER W/ MASONRY/ CONCRETE (TYP.) 12d 0 17 O.C. 1/2' DIA. USP GALV. PFM BREW 112" OIA. USP GALV. PFM ANCHOR 5" MINIMUM BREW ANCHOR 5" MINIMUM PLYWOOD SHEATHING, SEE — EMBEDMENT INTO GROUTED EMBEDMENT INTO GROUTED "ROOF/WALL/FLOOR SHEATHING CELL, 6' FROM ENDS AND CELL, 8' FROM ENDS AND FASTENER SCHEDULE' C3 16' 0/C, VERTICALLY MAX 16" O/C, VERTICALLY MAX NAIL STUDS TOGETHER W/ 12d a 12" O.C. SHEATHING ON B INTERIOR EXTERIOR OF A WOOD WALL (1) 2x TO BLOCK ON 2x4 WALL PLACE 30# ROOF FELT (1) IK4d (2) 2x TO BLOCK ON 2x662x8 WALL BEHIND VERT. STUDS SO AS Th-PARATF WMfI._. __ _. __.. _.. _...... G� 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774.4078 www.ebdeslgrlgToup.com AA #: 0003325 I it. aysn:v. ae Loa^: ABBOTT PARK LOT #30 BLK. #8 P1�OJCT 041 S.00 -3 8 MODMi.: 3EEB "2260—ELSTON" 0AieAoa DWngG: RIGHT PAOs: DETAILS 160 MPH EXP. C IJ' FIPIWgT 11/28/19asCALE1/4"=1'-0" B*EC= S4.1A 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 82780 PH: 407-77440078 FAX:407.774.4078 www.abdasllroup.com L AA 0: 0008825 , -• i a (51I a OM sysniv as L07 ABBOTT PARK LOT #30 BLK. #S !1lOJmQT 04 .00 - 0 3 moz"m 3EEB "2260—ELSTON" RIGHT lAQM- SECOND FLOOR DOWEL PLAN 160 MPH EXP. C SECOND FLOOR DOWEL PLAN SCALE: 114" = V-0" FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1117 HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA WI (10) 1Dd x i 1/7' HDG NAILS, WOOD TO WOOD: USP R716A OR LUGT2 WI 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DFAMIPTION REMARK O(2)2x6 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. -BOTTOM OF LINTEL / T.OA. = 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 (PC SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1) %6 (1) 05 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1) 05 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR S' PRECAST & PRESTRESSED U-INTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U{INTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-UNTELS 0-0— SAFE LOAD - POUNDS PER LINEAR FOOT * --*a — SAFPLF LOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH wm G»m iMaa man me Gam ods TYPE LE.GT. -XW RCNU TYPE LENGTH w4T war �'1T "•rear G,Mr row row aaam r" raw Gm4r Garr Grit► aria 31m wts G+a•,o ana» WWII ataLla Gals "ona f;• N2'1 PREOAsr 2331 Oeds am aaa No ads 4w um 314r N7) "Ac' T 1025 1 100a 1333 X-C M FMMW »m aw ISM up all an »m ads Mt a» Na dsM Mw taw ,w as as 4m m as Nm 4W M PRiCABT ,� a101 i,a• (4r) PFWABT 7as T33 1300 4W On PRWABT ,w aw aw aN 4w wa IWI as iw a» rw am "m Im Mm mm aw are 41111 dsm dsw fd (6a9 PAECABT tsN tw Itl» m as am alai aY/ fd (fin PRECAST SIG 6B1 ,073 4,6' On PREYa11T up am bar iw 404 am aw MIN4ma as 1aa m1ma ttw tar mG wr aw 400 4n1 ma S•4' («') PRHCILiT 1217 tw Ma,m aw AIM N-C (M FINEGAN 411 411 746 aw R'17 PREG11r im m aw ma as 4w ,w aw m tm ,w WA ma ma ma m aw ar, 401111 V-IW f10'1 PRECAST 108a lids tw tw as sa iaaa aids lt1P (70) PRECAST 340 883 Oa8 610 (ro9 PRECAST w , mla it0a a/m Ma aw aw "UP am w w r ma mw amr am a/m �1 PRECAST so ma Nw 4m w, fd (T8•) PRECAST W? M 48D 3'd (M PRECAIT w as as m aw w tom ,w mai ma mm sm rr (10'1 PREGBT 7m IIIIN rd PREGBT 491 63{ 3B3 r! (i07 PREC111tT 7 M am10 Ism, w ,al "m ma ala m am: Ir p nTn ,w aw aIr am ame 3 4' n13•) PRECMT 328 s1Z 230 f 4' p,T) PliiGl6T ,a mG sm I" raa itw em w ,aa ,w ,w aw tov p�9 PRECAST 47a 14n= tlla as mn ma aw 1Pd (12f) PREGBT 2M 401 11a low p2� PRECAST w w w a a+t ,dsi aw am w w tw Mn ,m mw mr ttt4' p389 PIILY'/IBr 38a,w Ids ,w mm am 4w ,t4• (q6') PIECABT 230 182 164 ,rr (t3fr7 PRELy1/T 4a sm Iw ama sIa 4w 4m m I= Iw imam mG 1Yd (iM7 PREGI/T 38T,w ,w , ma ads dsa I" (14f) PRECAST 8M 402 t3T ,7d (14f) PFWCW M M rx w „ , ,w lw MIR 1N aw M ao w »a , to are 184• (1efl PrurAsr 038,w »a Mm "a ma aw 1314• (RID') PRECAST 217 3m 110 1" (ism PREWT 4» ads as 7m sm , tw ,M »a am mm M M M Ids 141 lub.1 ,m ud (tee7 PREDAsr m M ids ,w mw mm am 14W (10" PRWMT 208 21m 100 ud (18n pfaim T w ads w 7m w 1 tm M w ,w lam Na mm mm 4" M nr ,w , IBM ,m ud (7719 I I10® NA M M M Ids M M M u r (,78•) PAS NA te4 N xd (Ian NTH s w w w w w w w I w I w to „a ,w M w Ma M mG m41 >74 I" CIS"PPW'IR33B® NR. M Ia M— M M M t34• (10"PIS NA 2B3 M 1ST' (t3fy PIKsiRNs® Ia w $" w 4N w m w m-a, 1 ,ads M 7» ,w an as am feu 1T.P QOS( t> NA M M M M M M M lr4• OM P NA 194 84 ,r-C (YOB') PRE81RfbBm w to w w M w w to w , 1m ,m, w Ma w w w aw to »a aNr 1P-4• (33i!') plmsilm33® NA M M M M M M I" o) PRO, NA NA 14 M I" mn pImmI [83® to "Iw w w M 4a w as dst as l as tm w M w wtw tra i1"•t' PM') PRlfi11Et3® NA M M M M M ram• l9 llwtl NA IN42 214' PalPREBTI ,a Mr w w w w w ar M m w w w tw w w w w 1114 ,w tw 7ro (1ea') P NA M M M M M M M lam'1 P NA tie 40 22d Mn - ,a w w M w w ids w w Tds »a ,ma an m m 1 m w m w am w M w M w m 2" on PIIBBIIIEBIm NA M M M m M M,d �) FtaB'I� NA Y1 33 24W Qes,) PRE:IREBfw w ,m w aM 4wjw Mod MW w 1a w M w M laar mm (0) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR (0) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. •ALLVAMTN0!N FROM 7ME LOAD TAEIEB• BY CANIMIIETE 14AY2DIB EDITION .P NBOAST PROOUD78 I71 BYMTO LEETOR EXCEEDVALUER BTAT®ABOVE •ALL PPEd111ITPRODUCTSARE TO M PINALLED PERKWmACRIR6B 8PEf3PMILnm •PROVIDE ME86BNN4•GF BEING PART EAM 8DE OF VVDVM OPENNO PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTELRETE DIVISION ACCEPTANCE 0: 16-0126.03 —m-------------- a1--------------ww-4a1-- UNO PROVIDE BB2 WHERE ROOF TRUSSES BEAR. TOP OF WALL EL. 17'-4" UNO 0 1 1 1 8F8-1T/0AN0B I 1 , � I 1 I 4* 1 I ♦ 1 � I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 1 1 1 Il I ♦ I ♦♦ 1 1 1 1 1 4 1 1 1 1 SECOND FLOOR LIFT BEAM PLAN SCALE: 114" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.sbdeftWoup.com AA B: 0003325 J III sumiry as ia01! ABBOTT PARK LOT #30 BLK. #8 le POJWT 04181.00t30083 MODZI. 3EEB "2260-ELSTON" GAllAas 8INUM: RIGHT PAO>C: SECOND FLOOR LIFT BEAM PLAN AND NOTES (CAST-CRETE) 160 MPH EXP. C DwT 11/26/19 scALM 1/4"=1'-0" slum r s5 sumiry as ia01! ABBOTT PARK LOT #30 BLK. #8 le POJWT 04181.00t30083 MODZI. 3EEB "2260-ELSTON" GAllAas 8INUM: RIGHT PAO>C: SECOND FLOOR LIFT BEAM PLAN AND NOTES (CAST-CRETE) 160 MPH EXP. C DwT 11/26/19 scALM 1/4"=1'-0" slum r s5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)10d x 1 Ire HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1!P HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 112" 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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 HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER/ENGINEER NMS: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED WI A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, ANDATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK 8gm i BABE PLATE OR REMARK DEBOWPTION REINFORCEMENT ,(„1 4x4 (3 1/2"x3 1/2") USP HTT4 W/ 5/8" DIA. x 5" E) SYR PT, WOOD POST EXP. BOLT ROOF FRAMING PLAN SCALE: 1/4" = l'-0" WAR w 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 wwwabdeelplgroup•com AA M: 0003325 J MM ff av�iv ee LOT: ABBOTT PARK LOT #30 BLK. #8 11lOJl7CT#I 04181.000-30083 MODRIA 3EEB "2260-ELSTON" GARAGM SWDM: RIGHT PAGM: ROOF FRAMING ELEVATION 'H' 160 MPH EXP. C (1 OR 2)USP RTIBA WHEN INSTALLING(1)USP RT18A ON THE INSIDE TRUSS ANCHOR WITH FASTEN EACH STUD TO DBL. 1A HOGNAILS TO TRUSS AND tOdx3" HOG TOP PLATEAN USP SPT24 PLYWOOD SHEATHING, SEE TRUSS NAILS TO NAIL PER MANUF. SPECS. "ROOFANALLIFLOOR SHEATHING ONE FASTENER SCHEDULE" TOP PLATE. INSIDE APPLIED TO INSIDE FACE OF WALL. IN ADDITION, ADD (4) 1 Bd TOE -NAILS, 2 EACH SIDE OF TRUSS. 2x WOOD FASCIA SEE ARCHITECTURAL 2x8 SECURED W/ (2)18d GALV. COMMON NAILS. ENGINEERED WOOD lx2. SECURED WI 10d TRUSSES 0 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12' O/C FOR REVIEW AND APPROVAL 2x STUDS 2x BLOCKING AT ALL PLYWOOD SEAMS AALLOWABLEUPLIFT =i180LBS(tSTRAP) B ALLOWABLE UPLIFT = 2320 LBS(2 STRAPS) TYPICAL TRUSS/GIRDER CONNECTORS 1 a 1 b SCALE: 3/4'=1'-0 (1 OR 2) USP LUGT2 TRUSS ANCHOR WITH 10dx1 1/2' GALV. COMMON PLYWOOD SHEATHING, SEE FLOOR NAILS, FILL ALL HOLES. SHEATHING SHEATHING FIRST ONE FASTENER SCHEDULE" APPLIED TO INSIDE FACE OF WALL. IN ADDITION, ADD (4) 18d TOE -NAILS, 2 EACH SIDE OF TRUSS 2x WOOD FASCIA SEE ARCHITECTURAL 2x8 SECURED W/ (2)18tl GALV. COMMON NAILS. ENGINEERED WOOD lx2 SECURED W/ 10d TRUSSES 0 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL 2x STUDS 2x BLOCKING AT ALL PLYWOOD SEAMS AALLOWABLE UPLIFT =2260LBS(1STRAP) B ALLOWABLE UPLIFT = 4520 LBS(2 STRAPS) TYPICAL GIRDER/TRUSS CONNECTOR(S) 2a 2b SCALE: 34"=1'-0 ROOF TRUSS UPLIFT CONNECTOR NOT SHOWN FOR CLARITY (SEE SHOP DWGS.) FASTEN EACH STUD TO DBL, TOP PLATE W/ USP SPT24 NAIL PER MANUR SPECS. TOP PLATE ROLLOVER STRAP DETAIL 3 3CALE:3l4'=1'-0' 4 NOT USED PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES ---�-- AT FIRST TWO BAYS 4'-0' O.C. (AT O SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) PRE-ENG'D WOOD TRUSS (TYP) C 24" O.C. 0 MAX 2X4 DIAGONAL BTM. CHORD FOR STRAPPING BRACING. SEE PLAN FOR VERIFY LOCATION O W/ TRUSS PLAN SECURE 2x PLATE TO WALL. W/ 3/8'x8" THRU-BOLTS 32' O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d's 8" O.C. MAX OR SECURE GABLE TO DBL TOP PLATE W/ USP HGA10KT C 24" O.C. MAX 2x STUDS CONT. 20 SECURED W/ 12)10d's EACH TRUSS TO BE INSTALLED Q� 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 2x STUDS GABLE TRUSS @ FRAME WALL 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7744078 FAX: 407-774-4078 wwwsbdesWrigroup.dom AA A: 0003325 3 7 I.L.L3 aysan► lk Loan: ABBOTT PARK LOT #30 BLK. #8 !!lOJE'CT 04181.001- 30083 MODM t 3EEB "2260—ELSTON" GARAGs OWDM: RIGHT PAGE: DETAILS 160 MPH EXP. C \ • ROOF DNFFRAOM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS, SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS a 4" O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE ENO. ONxE-END �� HFROCF ti A M` ROOF WIND DEBK>1N PRE88Um aEii51t8§3s-A'�CE7-i5 ZONE 1 = 237 PSF (3157) ZONE =MW PSF(M:W ZONE 3 = 54.99 PSF (7499) 'A"= 3'4)' END ZONE DISTANCE BASIC WIND SPEED: ISO MPH WIND EXPOSURE: 'C' RISK CATAGORY: II APPLICABLE INTERJAL PRESSURE COEFFICIENT .-0.18 ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 12" 0.120" 170,000 NG SCREW SHANK Pi R? NCH6-20 H) 8d SCREW SHANK 2 12" 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (]SANTA) ESR-1539 EXTERIOR BNEAD" USE 1/2" COX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES 7 W . Y Z Z U J RG Z � . Y U w Z ./ . N iw Y�W LU qiU lA m J L(L�J L LU U 00 Q U � O W a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS RnnE cucn7ulNr ■-1-_-'' a 11 111■111♦111♦111♦111♦_ `' ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAAE40 8d RING SHANK GUN NAILS S 6' O.C. IN FIELD: ` TYP. PXTL SHEA HING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS ID 12" O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS 012" 0.C�ILI FIELD J\ TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL, NOBS: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE3/4". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE B%AIR ENTRAINED CONCRETE E70'OS®TO EARTIRORWFATIiHt WOOD• ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NONBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCH TECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CFAMFHRE03N'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC4R 2017, 6th EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 84AIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE I1NDBRPIl SIABSONGROIlDWN6EINDIG7®ON CRIPPLERS. SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb -11DO PSI AND MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUC RAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE ELASTICITY = 1,400,000 PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 POP OF A BORATE PRESERVATIVE TREATMENT: 01SODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM-WOM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS,FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PANS: MINIMUM NAILING PER FBOR 2017, 66X EDITION, SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED �� AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE4C0NM9. WELDED WIVE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI OD WOTR11MS:TYPICAL THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH V CHAIRS SPACED T-O- OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SF14LL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A815 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI.14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATELONNECTED-WOOD TRUSS CONSTRUCTION:, AND 'TPI/WTCA SCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psi AND VERTICAL BARS SHALL LAP 6x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORRD+on onwnsM P REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #B BAR - 38" WOOD TRUSSES. 10 psf STM CHORD non-Gonwnent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36"x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR. SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1882. I pK TOP CHORD 20 psf TOP CHORD (7 paf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf STM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 PSI WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USEDAS A GUIDE FOR BEARING (MICE BCR20180 ABBE EXPOSURE C, RISK CATEGORY ILA INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT ATTIC LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STOLIVE WITH HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECALS: 40p NTS:30p AND DECKS: GUARDS AND HANDRAILS: GUARD COMPONENTS: SOO PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL AGE N SUE, ROOM"LL: VEHICLE GARAGES: SOpaf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40paT MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASCE 5?MS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANTS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C4R0. GRADE fYn = 1500 PSI. BLOCK 3WLLL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. NAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER, IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10-. USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATIOW SITE PREPARATION. "S' FOOTINGS WERE DESIGNED FORAM ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, TYPE'M" OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE UNDER ASTM MORTAR JOINTS ANDICK MIXEDLSS 0.M HORIRTAR EXCAVATIONS AND SLAB SUB -GRADE SHALL, COMPACTED A DRY DENSITY OF AT LEAST 95% THE OTHERWISEINED SHALL BE NS THATVERTICE SHALLPROPBE 3/8" T THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO REMOVE PRTAL OTRUSIONS MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL D A 7. THE BE CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE ONMER SRALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO•TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS RAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GE0.TECH. ENGINEER THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE ONCREM 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 CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS. AS FOLLOWS: ASS, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURALTUBING SHALL BE ASTM A-600, GRADES, Fy - 46 ksl. STRUCTURAL PIPE SHALL BE ASTM&3, GRADE B, TYPE E ORS, Fy - 35 ksl. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-0NCaPACE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,GGG PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TBWCE SUB ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SMALL SUBMIT PROPOSED NIX DESIGNS WITM HISTORICAL STRENGTH DATA FOR EACH SEPARATE ND(PRKKRTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S'd- PRIOR TO THE ADDITION OF PLASTICIZER BE TIGHER TENED LTS UNDER THE TUARNED ELEMENT. BOLTS SHALL WITH BOLTS THE BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF THENUT METHOD ACCORDLL BE ANCE CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF AC1301 AND ASTM C44 OR MEASURNG, MIXING. TRANSPORTING. ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIM£ ALLOAID FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED W ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES IF FOR ANYRPASONTHERE ISA DELAY IN &)CH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE RACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESBITATIWE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABME REQUIRED CONCRETE COVERAGE OVER REBARSFWLL BE AS FOLLOYYS A 3- FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS), B. FOR CONCRETE EXPOSED TO EARTH MUM WEATHER 1.112' FOR #5 AND SMALLER 2. FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS I412" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRIFS ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL, FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGt10N 9oE ttPE SPACING RE.- APPLIGDON 91II TYPE BRACING I RE-U tx2 PTFUPoiN CASE HARDENEDCOL GARAGEOOORd 1 ow TAP-1 MASIXNY ttlt'EMBEO.,l DST., MA SONRYICONC. NNLIVPLONG. B'QC TO IMSONRYIWNC. NO WASHHi FA.TENA S OIC I12`EDGE DWT. 9GDPN.. EXT. DOORS CASE NARDENEO COL B'QC WNOOWA]OOR/FA9TENED G-E DOOR 91C1( tl!'DMWI 1'E-El., I-,1x r, 9EE NOlEB NNLI - LONG STAGGERED INTO MASONRYIC m TO MA90NRYlpONC. WA9HER EX--- 2-3"EDGE09T WIDOW BUCx CASE HARDENED COL Y'QC WNOOWgOOrLfA3TENED METAL 9TRAPro CONTACT THIS ENGINEER FOR SPACING 1x IT, SEE NOTES NNLI tn'LONG, STAGGERED IMOMASOMY/OW MABONRYICONIC, REQUIREMENTS EXT SWIG OOgi (2)2/19p41 -TAPfplr 18"QC 11FY EMBED, B'EIO. NON-0fi�ING WOOp ? E*WANLTON 2PQD <'EMBED.PEND BUCK 1x M. SEE NOTES NOWA ER FA9TNER OI.T!"l2"..-T. WALL TO CONC. SWAB WIWASHER BOLT GIST.. ] -EDGE 06T. 2xR WNOOW Z. •pAF x218'x•ENO. DIST.,t t? PT TO SN EL wL.,9EE A.WAWIER STAGGFRED fDOE OISr. KITES NOW 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS NIN 2. FASTEN OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT] X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407.774.4078 www.abdesigngroup.com AA #: 0003325 Is WWt � w at mlv. ae LOT: ABBOTT PARK LOT #30 BLK. #8 PROOT- 0 3 3EEB 2260-ELSTON GARAGM axnM: RIGHT. PAGM: DETAILS 160 MPH EXP. C 20 D � 11/28/19 aC 1/4"=1F-0" a>K N1 0 r