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HomeMy WebLinkAbout7611 Broadpointe Dr99 2260 0 3EEB 0 9 9 HOMES c �PS�C N� OAT` `� •;\, �' '', OR f�G� 0rl p 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -� MMDM �, may, ASV. ABOVE IAV. LAVATORY DATE DIZ3CRB"TION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813) 740-9720 FAX: (813) 740-9715 7M ZX= (2M) -AM LOCAL AND WATI CM -OCCUPANCY - RESIDENMA4 GROUP R3 -CONSTRUCTION TYPE - VB -�. INTERIOR H _ CIAgS R .BASIC WIND SPEED - VLLIt=180 MPH vasd=124 MPH -EXPOSURE - C -I -STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER WCAL AND SPATE CODES AC �T BAD cl. CAB CLG. CLR cow CPi. C.T 1) DBL. D0 Du. DIM, AIR CONDITIONING ADJUSTABLE AMPERAGE CENTER ET CABIN CEILM CLEAR CONCRETE CARPET CERAMIC THE DRYER DOUBLE DUALGIAZED DIAMETER DIMENSION LUM. NCR � MTD MTL N.T.S. OC PL P.B. PH PL.T PLYWD. PR. P.r. R LUMINOUS MA�NCTICABINET MET THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE: PLYWOOD PAIR PRESSURE TREATED RISER m 2-STORY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION BID SET ISSUED PG CI —COVER SHEET PG GN—GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AlA—STAIR SECTION/DETAILS PG A2—SECOND FLOOR PLAN PG A3G—ELEVATION 'G' FRONT & REAR PG A413—ELEVATION 'G' LEFT & RIGHT PG El —FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN 0Wf ola2ro 2°n FflC UPDATE v2/0I4a 6TONE ELEvATiONS ADDED dMfO CONSTRUN CTION DOCUI* ISSUED o4roro FOOTMG REVISION PER M. DOWEB OS�y W-O�DRATE I -JOIST DETAILS 4 FRA'7MG PLANS PER M. BOSE8 °TOUTS CONBTIOJCTWN DOCUrENTa RE-18&JW 084" COLLARD DETAIL REVISED aMAS DETAIL- 'ACCING BAR TO BOND BEAM' ADDED TO GUA DISP. DP. DR D.S. DISPOSAL DEEP DOOR DOWNSParr R. AD RA G. REF. RM RADIUS RETURN AIR GRILL. REFRIGERATOR ROOM PG PI —PLUMBING PLAN PG Ml—FIRST FLOOR MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN STATE OF FLORIDA SQ.IITL CALL• S c2ro/19 TRIM IDES ADDEVI TO FRAMMG SHM 02gaf8 PLAN MAINTENANCE PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 D DW. FA. ELF EQ. E°' EXT. I G:TX. DETAIL HER DISHWASH EACH EQUAL °N EQUAL EXHAUST EXTERIOR FIXED GLASS sc SD. S I ,Err. SUIHG SHWR sIM. ROUGHOPENING SMOKE DETECTOR SHEET HUNG slfl�T SIIFAATHINc SHOWER SIIALAR PG Dl—DETAILS PG D2—DETAILS PG D3—DETAILS PG D4—PRODUCT APPROVALS PG WAl—WALL ASSEMBLY DETAILS ISTFLRLIVNG W1 SO FT. 2No FLR LNNG I�'83 Sa FT. Tura. LING 23" s Fr ENTRY 64 Ga FT. °'gym REVISED LMTEL SIZE ENTRT o4n6A5 UPDATED LEDGER BOLT SIZE SPACING obnln9 ADDED LED LKaHTB • KITCLBI BAn'R°°"s PER MARK oafs V'AS LEDGER BOLT SPACING REVISED A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 TOTAL 2•111 Sa FT. PATIO W Sa FT. FG FiN. FIR FLUOR. FTGDR GA, GAR. DISP. GFT OL. FUF.LGAS FINISH FLOOR FLUORESCENT FW G OR GAME GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS SI. SL. GL. STD, sws TEMP. THK T OC. TOP T.G.S. SUDwc SLID=GLASS STANDARD SHEAR WALL SECTION THICK TOP OF CURB TOP OF PLATE Top OF I TYPICAL PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4=WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA8—WALL ASSEMBLY DETAILS lSV6/ls AmEDliODLAYOUT VV" REPLACE USP CONNECTOR& WRH "SM CONNECTORS ° O REVISED DETAIL aN aEEr 02 OPT. s ° cLA 1+�r. 010140 REVISED 5TARC46E AND GTAIR SECTION DETAIL 06MI20 PANTRY DOOR REVISED TO 2-6 OPT. a'-°' CLG. NGT. 0101t1 2020 MCuPD" STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.IA—DETAILS PG S1.1H—DETAILS PG S1.2—FIRST FLOOR DOWEL PLAN PG S1.2A—DETAILS PG S2—FIRST FLOOR LIFT BEAM PLAN AND NOTES BD. HOSEI°NOHERNO7ID H.B M OTHERWISE S °°F "IDe "III `°"E w° VAPOR iNSTULO1Hf HEI INSULATION wD WITH u INT INTERIOR WDW. WINDOW WL WROUGHT IWATERHEARON DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL UABnM FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.IA—DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAHMG OR EXPLANATION IN ORDER TO BUILD THIS PROTECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S2.2A—SAFE LOAD TABLES PG S3—FIRST FLOOR FRAMING PLAN PG S3.IA—DETAILS BUI[DER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.1B—DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S4—SECOND FLOOR DECK PLAN PG S4.IA—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY PG S4.2—SECOND FLOOR DOWEL PLAN PG S5—SECOND FLOOR LIFT BEAM PLAN AND NOTES MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFPs HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. PG SS.IA—SAFE LOAD TABLES PG S8—ROOF FRAMING PLAN PG SN1—DETAILS PG SDl—SOFFIT DETAILS 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-W78 FAX: 407-7744078 www.abdosigngroup.com L AA 0: 0003325 q s�� aUBDIV ec L074 ABBOTT PARK LOT #27 BLK. #11 PROJECT[/ 04181.000-27111 MODEIJ 3EEB "2260-ELSTON" GARAGE 9WING: RIGHT PAGE COVER SHEET 160 MPH E C Z)A L" 4/06/21 lsCAL.E: 1/4"=1'-0" sm3c 4.'T C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN NAND 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 FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. XM WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE NTH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUR FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. 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 PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20- MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 8 TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES NTH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 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 ROOFAVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUIIBMiO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3D05.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING 6 NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERBi03 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 FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FM OM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, a' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063.19a 8 ASTM-C1787. 3. LATH 6 ACCESORIES PER ASTM-C-1063-19a 8 R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FILE RE313TANT CON37RUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 117 GYPSUM BOARD. R302.7. EXTERIOR CEB.MKiE 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE VT GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WALL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTEIMOIt 30FFR3 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-774-4078 www.ebdeslgagrouP.00m AA #: 0003328 If A 3 aunDiv. a. M'r. ABBOTT PARK LOT #27 BLK. #11 PROJWT 04181.00-27111 MODELe 3EEB "2260-ELSTON" GA><tAaa SWING: RIGHT PALM: GENERAL NOTES 160 PH M. C D 4/Of; 21 SCALZ. 1/4"=1'-0" slEewr GN 7Q'-A' a 1 i• GREATROOM +i • o ;• s• :• r� O �• • � �' ,� is ® i° ;• • „ \ \\ :•. \� 14 NOSING �. STUDS o - �•, r• O r; r GMAGELC ;• • %r! ,s FIRST FLOOR PLAN SCALE: 1/4' " I'-C' SQ.FT. CAM'S IST RR LIVING 901 SQ FT. 2ND FLR LIVING 1"3 SC. FT. TOTAL LIVING 2,260 SR FT. GARAGE 453 SQ.FT. ENTRY 64 Sa FT. TOTAL 2,111 Sa FT. PATIO SO 50. FT. O� lam ME 110111N1rOlN4 IRR31NK8 NCTTlE FOOTAGE MIN. WINDOW w 5 31/-50 CRITERIA EXTERIOR SWING IS 5 36/-41 OR. MIN. CRITERIA SGD. MIN. 41 5 34/-43 CRITERIA 16010 OAD. 112 5 31/-35 12'.12' SOFFIT r 1 5 313/-439 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.—H, EXP.=C. MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 001IMPAIDWWb NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-9 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CCNDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE ECUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICIWESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE + ITS ATTIC AREA BY NOT LESS THAN I1Y12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL MA51TA5LE ROOMS BY NOT LESS THAN %'(5.9mm) TYPE X GYPSUM BOARD OR ECIUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH IF! INCH GYPSUM BOARDS. F5CR 2020 (1TH ED.) 302.1 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-77446078 FAX: 407-7744078 www.abdoslgngmp.com L AA t: 0003325 i Nil, BUBDIIV. A LOT: ABBOTT PARK LOT #27 BLK. #11 PROJECT 04181.000-27111 HODEIi 3EEB "2260—ELSTON" GARAGE > WDFG: RIGHT PAGE: FIRST FLOOR PLAN 160 MPH . C APR 11 FAwQ0 A ABOUCWACRA L AR NO W723 A DATE: 4/06/21 E/CALE: 1/4"=1'- O" BILL= Al D6L. TOP PLATE 0 M BAR DETAIL A SCALE: V2'.1'-®• (2) LAYERS GF 3/4' PLYWIOOD OR (7) LAYERS OF V4' alb FLOOR MATERIAL FSPa FOR SOLID NAILING SlC3! TREADS TO SI NOlR WX3JS 3' SCREWS • EA STRNdHE UNTHREADED SWANK TO EXTEND BEYOND TNIQOISS OF alb-ILOOR 61EATNING — — — I'Irsao SEE FRAMING PLAN / G 1' MAX. / NOSING / 10, / 42' H V2 h / WALL W/ / CAP r / STAIR DATA: 15R • T52' / 14 TREADS • / 10'• V NoSMG .J m 3/4' KICK PLAT= 2 X 4 RE-1040I111CNG / • E4 2 X 12 STRINGER a Q Liao / SEGUE IWQd S'-V OG H- / 3.2.0 SYP STRGOR N REINFORCED WRX4 OFF / WiCONT. B IAD OF / "-FLOOR ADHESWE PL-400 OR SRI LAZE • EA HORIZONTAL WIN 2X4 ATTACHED W Wd MASONRY` NAILS • 2X4 P.T. EE SLPER INTO SLAB WITHIN V OF EACH END, 32' OG. MAX 42' HIGH HALF WALL WV CAP (2) 2W /FADER SEE FRAMING PLAN (3) 2.4 DLOOCING, SEE FRAMING PLAN f3t4'T$G S1D FLOOR CUED N SCREWED PER FASTENER ecleDULE 9'-4 3/4' 2ND FIN. FLR 8'-V BRG. HST. PIE-ENG'D ILOORNG SYSTEM (SEE FLOOR FRAMING SHEET) (2) US HEADER SEE FRAMING PLAN �� eTaRa RISlIRS To carow'+ To FBCR TIN EDITION (2020) MN TREAD'IO' MAX FI SER.1 3/4' 3/*'MAX VARIATION INRISCRS)TIEADS ADJACENT TO EACH PAN. °?ER "'MAX VARIATION INANY RISEIVIIEAD HANDRAIL CIRM&AR CROSS SECTION DIA TO DE 1 1/4' .-V4' OR PROVIDE EWIVAL@NT GRRAaPABILITY WNDM- MN 6' WIDE . NARROW END MN S' WIDTH • Q' FROM NARROW END 34' MN HANDRAIL 112T. -ENiC,LLOSCD ACCE661011.E SPACE u'OER aTAIPIS SHALL 14AV= WALLA, UmER STAIR aUIaAG= AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH N' GYPStM BOARDS. POOR 302A STAIR SECTION B SCALE: V2'"I'-0' THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL a 36' AS PER FBCR R311.1B2 V 2X4 RE-INFORCING 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 Ij'3 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 I/S'. 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 16018.1 / F.B.G. 2020 HANDRAIL SECTION 1441 N. RONALD REAGAN BLVD LONGWOOD. FL32750 PH: 407-774807E FAX 407-7744078 www.abdesigngroup.com AA 0: 0003325 Ilia br 6 a � 4 1pg A DWI M 4/08/21 NCA=: 1/4"=1'-0" BIKE= A1A 14'- 2' 2'-4- 13'-2' 36*x6v, 25-814 OHM PAN ECIMSS nowla FAMI • oBAN R • F 22 A 25-514 25-514 V-4- 2--b- E(SM66 66[ 5--10. 2S'-D' SECOND FLOOR PLAN SCALE, 1/4 - I'-V' 1441 N * RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 401-774-4078 www.abdosWgroup.com AA #: 0003325 fill F-SUDDIV. S. LOT. ABBOTT PARK LOT #27 BLK. #11 PROJECT 04181.0-27111 MODZIa 3EEB "2260-ELSTON" GAPtA0Z SVWG: RIGHT PADS: I SECOND FLOOR PLAN 160 MPH EXP. C) 14 r'PIUNT DA'M 4 06 21 Elm= A2 23'-II' BLD HGT 00 6HNOLE ROOF AREA OF ATTIC = 1425 SQ. FT. NET FREE VENTILATION AREA REQURED = 1/300 REQUREDVENTIIATION AREA = 142S/3M • 4.75 VENTILATION AREA X SO, INCHES PER FT. 1144) = 694 SQ, N. MN. REQUIREDVENTILATION .5X 6N IN UPPER PORTION OF ATTIC 342 SQ IN. OFF RIDGE VENTILATION AREA • 115 SEE IN. PERVENT 3421115 TOTAL.OF VENTS REQURED 2.97391 TOTAL.OF VENTS PROVIDED 3 -AREAOF ATTIC IS THE PERIMTEROF THE HOUSE, LESS THE OVERHANG )EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) BRIG. I-GT.T -511r. W.T. 1a'x50FYPON m 19•X63' FYPQJ DECORATIVE DECORATIVE BR OR EGUIVALENT v I I EQUTER OR IVALENT 6• RAISED BAND 12 _ 9'-4 3/4' 2ND _ yt�, I 9'-4 3/4' 2ND FIN. FLR -----------_-- - - FIN.FLR 0 9'-' UST FLR a'-0' UST FLR BRf . HGT. BFi'a. HGT. IRE OPT. COACH ®® L KsHT I se 4' RAISED �S RAND (TYP.J a I I 4'RAISED BAND N' THIM 2 COAT C9•@R PLASM* APPLIED 9 DIRECTLT TO MASONWr 0'-0' FN. FLR 0'-V FN. FLR PLASWNM SET IN IIOOFN9 CE•ENT MORINSLAss 614INGLE0 FRONT ELEVATION AYMENIT A'0"RP�"M WNWTGYP P'L�RU GOSUJ. RooF SHFJITHNG TT4ICIO�E00 VJy!' T4lE.4DED ROD '12' AS FIRM SHEET &a SEWED PER Or-4 WT44M4 6' OP EACH FASTENERSC44EDILE END MAX SET N SlTPSON SCALE: 1/4 I'-V TEXTURED FINISH 'SPANItiH• 691PSON Lou - HIGH 6TPIMISTF1 E20•0oCY FFIN.x r J 61 MN EI'I1SED. 2.0 GYP RAFIER6 OR PIE-ENG'D TRUSS r J ROOF SLOFE PER -- ELEVATION nN. T/li' OGD SI#ATNNG 2X6 6YF Pr LEDGER W Vl•XA' TW EADED ROD GUSSET TO OE SEWED TO 32' V 4 WTNN W OF 2X6 MB'0ERG EV Sd NAILS EACH END MAX GET N s' O.G. • "MITER 4' GTIPGON HIGH STRENGTH 12 SM'l'6 w LLIS-x SV (4) IOd'. 2,_0. 9>0'OX1' 61 MN E?EED. TO Jc4ST CHANNEL(2) Isd'. CHANNEL FOR SOFRT TO OFF RIDGE VENT TYP. _ ,Lil'-4' ZND FLR B V-4 3/4' 2ND `N AL -- ----- ------------- ,i9'-4 3/4' 2ND --- - FIN. F� B'-0' UST FLR _—___—________ a'-0' 15T FLR BRG.HGT. BRG.FKaT. 6• I II EEIa I� m II 0'-0' FIN. FLR, II ,L0'-0' FIN. FLR REAR ELEVATION SCALE, 1/4 . I'-0' TEXTURED FNISH OVERHANG DETAIL A SCALE: I/2 • I' ENGNERAW WOOD TRUSSES . 24' OL. SAWIT SHOP DRAWNGS SEALED BY PRORE6610INAL ENSINIKER FOR REVIEW AND COPTBITS PLY== SFEATWM SEE STINXTU MAL 2ND RR aR1IGT.7F'�Ie W 1110MM AND ILAOMNG UWY 04MP r EDGE FM rNIM. TUAIVM.ANTEE REGUNINS'EM6 LLRAP FASCIA WTW DREAK PETAL � IX2, 2A6 WOOD FASCIA SEE STPLCTURAL FOR FA6T01NERS VENTED SOFRT PER ATTIC CALC•G V!' TFACK 2 COAT CEMENT F1-ASTER APPLIED DIRECTLY TO MASONRY RAISED TRRT PER ELEVATION6 2ND FLR WINDOW PER PLAN SOFFIT DETAIL @)JAKE 1/2 . I'-ED• 1441 N. RONALD REAGAN OLM LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.GDAastgngroup.com AA S: D003325 8 f k � t8 E in 0 4 sUDDiV. do ;LOT. ABBOTT PARK LOT #27 BLK. #11 PRO" 4 81.001-271 1 MODSL- 3EEB "2260-ELSTONF" GAMAaa 8WWG: RIGHT PADS: FRONT & REAR ELEVATION 160 MPH FE C g I� OFF RIDGE TYF'. Il'-4' 2ND UT LR BRG. HGT. --- -— II a II r W-4 3/4' 2ND FIN. FLR -----�----------------------------- - S'-®' IST FLR, g BRG. .aTNG .aNG �----- -- ----— -— -— -— -— -— -— -— -— - ------ - 0 IIE — — Q II 0'-0*FIN.FLP-s --------------- - ----------- LEFT ELEVATION SCALE: 1/4 • F-0' TEXTURED FINISH OFF RIDGE T TYP. Il'-4' 2ND FLR, 2ND FLR BRG. HGT. 9'-4 3/4' 2ND ---- - FIN. FLR S'-0' 1ST FLR BRG. NGT. 0'-C' FIN. FLR 1-1; 2GT.ND FLR _m. r II - ,�9'-4 3/4' 2ND F----- ------------- --------------------------- -------- FIN.FLR 8'-®' IST FLR - — - — - - — - — - — - — - — - — - - — - — - — - — — ,�B'-0' IST FLR BRG.HGT. - — - - ---------------I ----- BERG HT 0'-0' FIN. FLR, I I 0'-0' FM. FLR RIGHT ELEVATION SCALE, 1/4 • I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774,8078 FAX 407-7744078 www.ebdeslgngroup.com AA M: 0003326 g i t 2 'p ra O IN SLJSDIV. Ac LAT ABBOTT PARK LOT #27 BLK. #11 Pnoj=T#I 04181.000-27 11 MODEX. 3EEB "2260—ELSTON" CAMA03C aMUO: RIGHT PALM LEFT & RIGHT ELEVATION I, G" 160 MPH EXP. IMAMS DATM 4/06/21 SCALLM: 1/4"=1'-0" SMEW A4G ELECTRICAL LEGEND SY^M150L DEFINITION NOTES MY CVTUI T 30 AMP OMA POLE Sev OUT.[T Nov OUTLET 0 OF Oullm aim TO *IITCw #DGR AOV OUTLET aa+rm Uumv FALL NTwnAa MA PM FMrIATANT TTR) 27q• OUTLET ru elm CONscTICN -tF OH AD S. WATlrICa' cunjT GIeOWD FALLT MSRIVrEe au2TCH SWITCH 3-WAY OPER SWITCH 4-IUAT OFER ' ^�4 ' V eIALL MgNTm LAMP CEILING LkbWr © LED CLO LK WT ©vp LED VAAOR FROM LOW OVP VARM PI1OL! LAM OQ IECrMm CAN eVMT. FAN I am FER Sa I.F. �. FAN FLLAwT 1 aM P•IIl Sa Fr. v RNT1N� reFu•I TeD DY RUO� 2.OLLe uvp ® ��IIppHHtT tIMlgMED! AROUND 2-MLLO ePe•11• AM01►D [ PMJ } r FUDReq[r 4' FLUOI111111Cl1T •-�-n--+v-�-r 4• TR1O[ LIaNT PETlR OSD. ePlola CdTECTaR eATr. eAac-Ir 1 w I WILL MOM- KTp4 DITmTOR YTt_ eAO[+w ILr Ii�R ® D/� naafi C AT SHALL a A OA4Na Q NOT L e" TAM 41 RMAM Low HATMAL CUTLU ► MAR -ION. JACK 1414,TIR DreONEeT W4AMP/! 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SHALL DE GROUD FAULT CIIecIIT.NrEIMMS•tEle FROIECTION FOR F49160ROL ON P®SSTA • WNNG TETNOD OWALL eE NON METALLIC CAMS Poe ELECTIMOAL PROVNIQM OF ONGM TTIN E2r22ML • ALL WORK TO CCPMY WITH ELECTIMCAL PRDVISIONS OF TIE TmCR T1W m r20NA1 • ALL LAFle IMALL At IeRerm eY suu_eee Yy 7e OF LAWTNM MAT m AlRGY eFFICAER tYFE FER �--PATIO --� I I G:5 Alt GREATROOM c. • z F'RE-unRED CLG FAN ,-51 `J y � t I 1 - ------ ------------- _ I L L ---- I I TCH IN CAEINET— HOOD WIRE L1111301' TLET FOR Dw L W/OUTLET FOR L L OF i FUTURE M. WAVE F- / CHIME RAN I ¢_ ��/'• L POYER 1 - a WH .�•'•�'- GFI • MM - ' \ 46' AFF. GFI \ D. FOR`, GARAGE Pa. FOR CHIME ENTRY GaAGE �---4 wI n -} — — — — — — IRRIGATION GARAGE OUTLET • i DOOR 48' AFF. F'REWIRE 1 GFI 1\ - - - - - - - - - - - - - - - - - - - - _�-- _�" OPT. COACH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' . P-V METER FIELD VERIFY LOG. PANS A FWdl:42 at Beeler VCLIAM 120/24)V-lPh W t15DArtp MLO F�23S2001THMN81-0801(gin2'C [R 3WALT"& 1-050i(Qin2'C 1YIe Fu. 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GX NOFALTNIHA.PIEN Tet IrWu*d Iod r rla is1D F s 1=9 d 10DK 1= w d VK Tel ACIvd LOID0Rl2Lj9lON ISSMMCNAC NONCOWEENT IOID Tel w,te.atadwAls mwo 7lat ArphAe/210W5; 12te o1.r &Rw r.Lced Tel A408� F 71BD QmW lb 9. Re; 3W/ Sq R. FiM1. 198IH1Wli r1�Ii1 11235 ael LED LIGHTING @ PEDESTAL SINK F'WDR 150 AMP ELECTRICAL RISER NOT TO SCAL11. GEtAeAL NOTES• A ELECT1eICAL MATERIALS AND NSTALLATIgM SHALL COI'TLY WITH ELEC11110CAL FROvoloo GT TIC FDCJe TTN 1101TION•12=01 LOCAL CODES. AO ALL LOCAL RMM C 0MP-ANY PWAMOlM04M D. ALL COOMTORS SHALL m TYP! TWVNM" tNLM NOTM OTIEm"L POWER C40MPA TRAaFow•eR CQTPANY MOOR TO DID. I TcIdmw cave ll.a Re: VadA 10. M2 M15 FROvIDE 34/O CU, THUN • I% CU N 2' CCtCUIT OR 3 " AL. THIN • K CU N 2' CONDUIT Ole 2/0 AL. 62A (CONDWT TO TERTNATE ADOVE SOFMT • OVERHAN&J COPIDNATI N SERVICE DACOFIECT SWITCH AND M ELECTRIC rETeR N NEMA !R 04CLOOLM NIERSYSTO•I 110NDWO TEIM'IINAL AT LOW VOLTAGE C014 ECT10NS 1 V CU SERVICE GROUND CONNECTED TO CONCIIIEM ENCASED FOOTER STEEL FER ELECTINCAL POWSNOFE GT TIE FSCR TM SA•' OLA. x a A LONE COPPER CLAD GRaNO ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774-4078 www.abdoeigngroup.com AA I: 0003325 A eUDDIV. Se LOT: ABBOTT PARK LOT #27 BLK. #11 PROJECT 04181.000-27111 MODMLA 3EEB "2260—ELSTON" GARAGE SV Ma: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH E C 6. AR NO W723 DATM, 4/06/21 SCALE 1/4"=1'-0" a><tEET E1 ELECTRICAL LECsEND SYMBOL DEFINITION NOTES OW OUTLET 20 AMP 6MJ MA WV OJILR MV oun2T LO O. OUTLET ww TO MWTCM �GN a0V O,MLS SO~ YWIEO MIL N MPLMUE "APV9= 220V OUTLET (4) not CO ICTTON E1Ir. wTw•wov 04lTLlT awa4no Mar NIl�EP'ItI SNTCN O UTC14 3-U AY OPCR W4 MUTCH 4-lUAY OPIM �r 1 `-V S&L namm UMW CE(LNG J.Wa © LED CLG LIGHT ©Np LED VAPOR PROOF LOW @ VAPOR FROM Lnw Q@ PlCosm CAN eVe4T. 4•AN I OR, PN4t aQ ►T. au - I cw, PER 410. R. rTwo 4M7G* D eT nJ,D C@iT 2-o" MAP ® TR>, A444a10 ?-RILE MAP ' fOUIfA('MI•NTJ� }� 2' gJ101tSCIR 4' 4•LUOR16cwT i4' TRIO[ LIGHT 0 PANEL sib re.. OS.D. r'am ONl:OTom ra Ie ft'1 1 UALL MmKfW SPWM DITNCTORCARMN wrr_ e.oc.lJr Y'.}��L♦� E/Co • r oNtcTGR GQ'OO NTERto A OW M .CNN MM OP NO 4' M NOT 4LL T�1 4' PIMAN L T ► T41 Ia!JACK U4 WATER WATR4I DMOONJ<OT TO r 6NA,m ' m AN4 GN JAJAMML— TEJEVMIai JAOC CELNO JO J-EON TO 4n EEra4nw Q ACCOmM O' W no MAWW Aa WCH 4O CELMODOM gWX7 CELNO MWLOW TO x MPPORT�D M ACGOMA WOO KAMM AO &JO4 POI AQ=O 24' NOJ)OYGIR UdW NIEP nno l.• ZSMOES4R LIGHT *TMP nnn® V• NCA14226OWr LOW STRIP 4LOOD LIGHT 0".NOW" IQTTAD • PA1 NM14-dRTO1 Sae CMMa UIs PORT • LOCATION OP TV JACKO I PMOW OUTLLTO I PAW TO w VWIID . Womamm PRE•CLNOTIMICTTON I.6TNO. • ALL 4 4 20 AMP ORANON 0ROlMTa TO W AM PALT PRDT[CT® PER ELECTMCAL PROVINOO OP EECd mwrDITION M2L • 20 AMP DEDICATED L ALMMr CAROM • GFl . MLMO 040T ON KRCI4l1 CIRMT) • DMW #AWM DMCOMMM TO a LOOKOUT N PAM L • EATNMOM COMW PAN TO HAVE MN CAPAC M GP 10 CRT INTERT UTTOW PER ELECTRICAL PR01.01 M OP SECTION ME013 • L&NDRT ROOM RECiPTAG.E E44ALL elE GTEaa•D PALT CIRCUIT-NTEIWEtrER PRDTT3GTWk POIE PEIMON4 L ON PEMOMt • 44444tA3 METWOO SHALL RE TIOI METALLIC CABLE PER SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' - I•-0' ---------- I. I I L L I I I I I `-----------' LED LIGHTING @ DBL. LAV. BATH M � m � I _ I I L I I n I I I �I LED LIGHTING @ DBL. LAV. BATH 4 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH:407.7746078 FAX 407-774-4078 www,a bdas [gngrou p.com M M: 0003326 9 i M at R r 1 W E In 0 StmDTv. k TAT ABBOTT PARK LOT #27 BLK. #11 PM0"WT 04181.000-27111 MODSTe 3EEB "2260—ELSTON" GAMAGs MVnX : RIGHT PADS: SECOND FLOOR ELECTRICAL PLAN %160 MPH E . C 01 DlUNT AA 4/06/21 8CALS: 1/4"=1'— 0" SIin= E2 IF OND r--------, EH ------- BHWR AN �n y� • L v. V• KR I LAV. LAV. 2' 2' ODPT. i i I SHWR I --- ------ ----------- LAv. 2' WG 2. 11/2' WASHER __rLT_l=—___ LAV. 2' • • 3' TU6 OW 81NK 3 WG 3' I 3 7 � �I v 9 KITCHEN SING RANGE IraLL i _ 10� OO n 13'-11' IS'-9' f W/ AAV I 1 I I I I I lu t VTR La ---, I 2' 23'-3' 6'-5' I A J 3' 3' PED SINK 3' --- --- -------------- I I WC 3. M I I = CO I --- r TO MAM a PLUMBING RISER DIAGRAM FIRST FLOOR SECOND FLOOR PLUMBING PLAN PLUMBING PLAN SCALE: V4 . I'-0' SCALE: 1/4 . I'-0' 1441 N. RONALD R'EAGAN BI LONGWOOD, FL32780 PH: 407-774-6078 FAK 407-774.4078 www.abdosigngroup.com L AA •: 0003325 mix M 8 0119 ELmDm ae L02: ABBOTT PARK LOT #27 BLK. #11 PROJECT 04181.001-27111 MODEU 3EEB "2260—ELSTON" GARAGE BWDFG: RIGHT PAGE: PLUMBING PLANS 160 E PR I D TM 4/06/21 ECA=: 1/4"=1'-0" ear P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT WALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS $14ALL 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 F 5C 1TH EDITION (2020) MECHANICAL DLM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-33 4. FRESH AIR INTAKES SHALL NOT ISE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, &HALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TW EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603) 1. BATHROOMS CONTAINING BATHTUBS, SHOUERB, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. a. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOOR& FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. * ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFGL RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF 5006TER FAN OR EQUAL. FANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR o THERMOSTAT 19 PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAMS ATTIC IN CEILG O O EXTERIOR WALL SECURE STRAP TO CONC. CONUNIITIBER AIR RETURN W/ (2)-3A6'X2' TAPGONS WB ROLL STRAP SOR PLENUM ? y EGUN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 1/4' SHT. MTL. SCREWS AIR HANDLER---'9XI EXTERIOR WALL y CONDENSER UNIT 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD 1 REFRIGERANT LINES TO NOTE: MAIN CONO. DRAIN 3/4' DNA. PLATFOR'1 RETURN CONDENSING UNIT OVER HEAD • 12' FROM STRUCTURE TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAM, AS PER FBCR 1T14 EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIK FLOOR OR WALL COUNTERSUNK C.O. PLUG BRASS PLUG �FITTNG OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERRIIE NICKEL BRASS CAULK P.V.0 OPTVSPEC nFLOOR SLAB CLEAN -OUT CLEAN -OUT (T FIN. GRADE OR PAVING SEE OPEC. r-a•xa• conk. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT CLEAN -OUT (T NTS FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 • 1'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774807E FAX 407-7744078 www.abdeslgng-up.— AA t: 0003325 otmDm a LOT, ABBOTT PARK LOT #27 BLK. #11 PROJ=T 04181. 0M- 27111 S[ODZLs 3EEB "2260-ELSTON" GANRAGE 91WING: RIGHT "IIIRST FLOOR MECHANICAL PLAN 160 MPH EgLCJ m4/06/21 4"=1'-0"1 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32780 PH: 407-7746078 FAX 407-774-4078 www.abdes4pigroup.com L AA*:0003325 b BtMDLV. & LiOT ABBOTT PARK LOT #27 BLK. #11 PROJECT 04181.00 -27111 MODMIa 3EEB "2260-ELSTON" GARAGE 8WINCI: RIGHT PCOND FLOOR MECHANICAL PLAN 160 MPH EV, C SECOND FLOOR MECHANICAL PLAN SGALE: 1/4 . P-0' 2X4 TOP PLATE Rn Y PRE-FAS TRUSS of CLG. BOARD N' DRYWALL — — Tv)r SECURE ST. — PLATE TO 6LA15 W/ 10d MASONRY NAIL l 32' OZ. MAX m.-m. FIN FLR 2X4 WOOD STUDS 024' O.C. BLAB UVV1C• .7IUVA IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL (NON—BRG.) D1 WALE, 3/4'-l'-O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WS.LL ROOF SHEATHING TWIGWEGG AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I.-®• TYR O.N. 5/8' GYPSUM BI OR 1/2, NIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION ---R-4.1 INSULATION — WNDOW ATTACHMENT AS PER MANUFACTURES r• SPECIFICATIONS r � REFERENCE TURA Ix2 P.T. FURRING — STRIPS • 24' O.G. a' CMU 1/2' GYP. ILL. BD. - WOOD BASE — 0'-0' FIN. FLR j _ e a n W/ WINDOW OPENING n D' VIA $LnvE, DO NOT CUT REa.4R OWND aEAM NOT CUT SOLID GROUT rFE aCD aEAM (2) CC1E - KEB RRABS PIPE THROUGH BOND BEAM p RG4LE, ! W-r-C' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER 8 4EET ON. SECURED PER FASTENER SCHEDULE PRE-ENG TRM MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT V2' THICK. 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY All 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 16095.1. e TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (j)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE. 3/4'"r-C' UNDERLAYMENT IN ACCORDANCE WITH FBCR 03M.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. AO GN& U' F.0 11.RRM lox er w raa .• mr. � ra. nm lYR rPt\GAS LINE THRU BLOCK p —.,— FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. 6EC IREO PER STRUCTURAL DETAILS 1/2- THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY S' cm 1. VP TYRO( 2 COAT - POlILAND Co w FLAWrOt AFReD Dlle♦CTLY TO MA60HPW WOW JAPE PW eALV. SIM— FIRODY AfFlRDVAL le n BY rLar. PA TRACK TOM ACK oTO MALX TReAO01R er PRODUCT APPROVAL URUtG Callen a[AD v au RQ lTRC11RAL POUR It♦NlO1CleNT 2.6 P.T. go ATTACND TO R.L CLLL AS Foe AFWWOVAL OEM 1eALANT e aAnaR lRoo _��GARAGE DOOR JAMBS D1 SCALE: —2X4 SPF 24' O.C. MAX. SECURE W/ (2) I2d NAILS / EA END 2x BLOCKING BETUEEN TRU66ES --PER STRUCTURAL DETAILS^ STIFFDACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS PRE-ENG WO. TRUSS CONT. 2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ,. PER ELEVATION S/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RREFERENCE STRUCTURAL 4x2 P.T. FURRING STRIPS o 24' O.C. 1/2' GYP. WL. no. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICIOJESS AS PER SHEET 8NI. SECURED PER FASTENER 6CHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNES6 AS PER SHEET SNLSECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS t 0'-0' FIN. FLR ° ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 a 1TH EDITION, SECTION R301.13 AND 16035.1. n W/ WINDOW OPENING n TYP. WALL SECTION 1J NO OPENING NOTE: 5 1—STORY GABLE BLOCK WALL METHOD TO BE USED FOR THE INSTALLATION OF ROOF D1 SCALE, 3/4'•1'-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.I.I.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D4&69 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-7744078 wwwAbdeWgngroup.com AA •: 0003325 o 0 V g 04 aVDDty Ak MVIIIII ABBOTT PARK LOT #27 BLK. #11 PROJECT 04181.001-27111 MODELe 3EEB "2260-ELSTON" GARAGE BTrWO: RIGHT PAGE: DETAILS 160 MPH ER. C Dnnrr 'I A 4/06 21 aCAL.E: 1/4"=1'-0" B*rr. T D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES UT14 LNDERLAYMENT WITH LNDERLAYMENT AS PER FBCR W5.1.1. AS PER FBCR S05.I.I. ROOF 84EATHMG ROOF SHEATHING THICKNESS AS PER THICIWESS AS PER SHEET SNL SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE•ENG WD. ER PRE-ENG WO. IfpE 24' O.C. MAX. EVA ION 24. O.C. MAX.li — LEvATION METAL DRIP EDGE METAL DRIP EDGE GATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENEIW.Y REFER TO ENERGY ELEVATIONS GALC8 FOR VALUES 2x FASCIA PER CALCS FOR VALUES m, VENTED O.N. 5/8' GYPSUM BOARD ELEVATIONS 5/8' GYPSUM BOARD SOFFIT TYP. OR 1/2• HIGH 8TREWsTH TY p. OR 1/2' HK.H STI�KaTH CLG. BOARD VENTED CLG. BOARD REFERENCE Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL -4.1 INOUL. REFERENCE STRUCTURAL -4.1 IN8UL. a w J W WINDOW ATTACHMENT w AS PER G MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL 3/4' T 4 G SU91FLOOR 3/4' T 4 G W15FLOOR GLUED AND NAILED AS PER NAILING I/!' THICK 2 COAT N! GLUED MID NAILED 1/2' THICK, 2 COAT 9GHEDULE F20WLAND CEMENT AS PER NAILING 9CNEDULE PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w DIRECTLY TO w MASONRY M R MASONRY w ZZ m R -TELEvATION DO FIRE -STOP LEVATION Da P1RE_STOp SEE STRUCTURAL------ SEE STRUCTURAL R R LEVATION L NATION 5/8' GYPSUM BOARD 5/8' GYPSUM BOARD OR 1/2' HIGH STREWTH CLG. OR 1/2' HIGH STRENGTH BOARD CI -Cs. BOARD ER IfELEVATION DO FIRE -STOP IX2 FIRE•8TOP R-4.1 INSUL. R-4.1 INSUL. W W 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.G. S' cm IR' GYP. IU_. BD. WOOD BASE 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO IX2 FIRE -STOP Ix2 P.T. FURRING STRIPS • 24' O.C. B' cm 1/2' GYP. ILL. BD. WOOD BASE n W/ WINDOW OPENING WITHOUT WINDOW OPENING n 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'.I'-O' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7744078 FAX 407-7744078 www.abdosigngroup.com AA X: 0003325 a W !N Y b � W 00 S >lVBDIV. Ac Lo ABBOTT PARK LOT #27 BLK. #11 PROJECT 04181.001-27111 MODEX. 3EEB "2260—ELSTON" GARAGE DWING: RIGHT PAGE: DETAILS 160 MPH FIR. C DATE:4/08/21 DCA X- 1/4"=1'-0" siIEET D2 2X6 2x6 P.T.. CENTER OF DOOR HEADER xaRED W/ (V y' X 6' J-BOLT W/ 4' MN EMBEDPENT W 2• X 2' X VG,' WASISR 4 NNT OR WV rL VN X 6' ANCJ40R BOLTS UI/ 7' X 2• X Ala' WASWER 4 NI1T B B 7.4 TO BL.K W/ ® V4'TAPCON6 B B I V2EPDED. 6' Or- 4' END DIST. I V2' EDGE DIET. B Aga& 2XS GARAGE DOOR SLICK SECRED W/ (5) VY X 6' J-BOLT OR ANCHOR DOLTS, WV 4' MIN. EMEEDMSLIT. W/ 2• B X 2• X VG,' WASIER 4 NUT. (V Wm4N 6' OF TOP. (1) WITHIN W OF THE BTI'I, B (3)EVENLY SPACED. B O B NOTE& ALL A%KNORS SHALL BE N ACCORDANCE TO MANPACiW@R'S ► STALLATION NSTNCT10 0 WIEJE SUCH NeTRCT1041a AiIiiii; Maw 6TRa4GBrt GARAGE DOOR 1 BUCK ATTACHMENT 2X4, m 2X4, M 2" m 5EG1lSL TO BLOCK WV SEGUE TO BLOCK 6ECUE TO BLOCK WV W16' TAP^.ONS MN W/3/r• TAF40" MN 1/4• TAPCO►r (MN. SHRANK SIZE 14S MN SWANK SIZE 340 MN SWMK SIZE J45 MN LEAD 613E 300 MEAD SIZE 300 FEAR SIZE 3" MN EPDEDrIENT I V4') MN EPIDEDIINT I V4') MN ESEOP'ENT 1 1/49 WITI 6. OF EACH WT I N 6. OF EACH WITHIN 6' OF EACH END 4 W Or- MAX END 4 W OL, MAX END 4 r' OL. MAX SPACNra 6PACNG. SPACN& 2)(6, m 2X6. = DW m SECLIE TO BLOCK SECURE TO BLOCK SEOUEE TO BLOCK WW2) 5A6' TAPO" WW2) 3/r' TAF40" WK2) V4• TAF40" MN MN 614AW SIZE J46 MN GNAW GIJ'JE J46 sWAK sIZE J45 MN MN HEAD SIZE 300 MN HEAD SIZE 3" HEAD SIZE 3" MN a• CP1I PAN. B•1BEDI ENT I V49 MN E'IBEDP@4T 1 V47 OPI SECRI04T 1 1/4') OT14 6' OP EACH END a' Cm IUT1N 6• OF EACW END a' Cm WITHIN 6. OF EACH END V2' DRYWALL . Is'OL. MAX SPACING. Is• OG. MAX SPACN& 4 W 01:. MAX SPACING, 6' CM bb4 P.T. OR 5/4'X4' MN V2' DRYWALL V2' DRYWALL V2' DRYWALL SEGUED THEW FRAM 4El PX4' SEC m Q 7XINSEC mEll 2X6. E)(iEm I-V4' INTO P.T. NAILER SECURE TO BLOCK I•X4' SEGUE TO BLOCK Imo' SEGUE TO BLOCK I'X4' BLOCK W/ 3/r' WW2) WW TAPOP0 P.T. NAILER WK2) US' TAPCONS P.T. NAILER WW2) V4' TAPCONS P.T. NAILER TAPCONS DOOR CASING MN SWANK SIZE J46 Vr' ODD. X 4' MN MN 5HAK SIZE J0 DOOR CASING MN SWANK SIZE J46 MN SHANK SIZE J45 MN HEAD SIZE 300 MN HEAD SIZE 3" MIN. HEAD 61ZE 300 UA6' ODD. X 4' MN MN HEAD SIZE 300 MN DI'IDEDPB4T 1 114') DOOR CASING MN E'ElDP81T 1 V4.) MN O'DEDPl14T MN E'DEDrIENT 1-V4' WTWN 6' OP EACH EEG WTWIN 6' OF EACH END IUTWN 6' OF BAC14 END DOOR CASING WITNN 6' SIR EACH END DOOR JAMB OR uRCOW 4 r' O.0 MAX 4 r' Or- MAX 4 r• OC. MAX DOOR JAMB OR WINDOW 4 r' OL. MAX SPACING DOOR JAPED OR WINDQU ATTAGFI TO 2X PER SPACIIB DOOR JAtD OR WIDOW SPACING,. SPACING. MANF4CTURE6 DETAILS. ATTACFI TO 7X PER MA (FACTURES DETAIL& ATTACH TO 2X PER ATTACH TO 2X PER MANIFACTREG DETAILS. MA FACTU N6 OETALS. NOTE, SWIM AS NEEDED TO PLU"D JAPE (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3/4' OR +5/4' TO HIACK +9/4" OR +(i/4' owIND01I 2X4, i SECURE TO BLOCK WV 3/16' TAPOCIN6 (MN SWANK 61ZE JO MN WEAD SIZE 300 MN E'DEDPENT 1 V41) WITHIN6. OF EACW Ep 4 W Or- MAX 6PACW- 2X6. = SECURE TO BLOCK WW2) 3/r' TAFr.l" MN 6NAWK SIZE US MN MEAD SIZE 300 MN E'DEDI'ENT 1 1/49 WRWN 6' OF EACH END 6. CIIU 4 r' OG. MAX 61PACN0. V2. DRYWALL 2X& 1=1 1'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS MN OWANK SIZE J45 po01R CASING MN W 40 SIZE 3" MN EIBEDPENT 1 V4'1 WITHIN a' OF EACH END 4 r• Or- MAX DOOR JAM OR u6VDOIU SI'� ATTACM TO 2X PER MAMPACTUES DETAILS. NOTE, SHIM AS NEEDED TO PLUM JAIS (00 NOT EXCEED V49 DOOR JAMB TO BLOCK +1 1/2" a �IIIIEi�OR TO BLACK +1 1/2' NOTE, SWM AS NEEDED TO P_U IS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 15/18' @MTLLID011 TO BLACK +1 15/15' 2X4, IBI SECURE TO BLOCK WV US' TAPOONS MN SWANK SIZE J46 MN HEAD SIZE 300 MN E'DEDPENT I V49 WTMN 6' OF EACH END 4 1S' OL. MAX 6PACW. NOTE, STRUCTURAL 2X P'I1,167 BE 2X6, m ON OUTSIDE 4 SDCUIED SECURE To BLOCK TWROUGW NON-6TRCTURAL WK2) DAV TAP00146 UW TA CON MN I-V4' MN SWANK SIZE me SPDCa"60 INTO BLOM MN HEAD SIZE 30A MN E'DEDPOR 1 1/41) WT4N 6' OF EACH END 6' Cr'll 4 Is.OL. MAX SPACING. 2X16 m a 1,12' DRYWALL SECURE TO BLOCK I'X4' WW2) WW TAPC4" P.T. NAILER MN SHANK SIZE J45 DOOR CAGING MN HEAD SIZE 300 MN EP SEOPIENT 1 1/49 WITHIN 6' OF EACH END 4 r• O.C. MAX SPACN& DOOR JAYS OR WIDOW ATTACH TO 2X PER MANtALTUE6 DETAILS. NOTE, SHIM AS NEEDED TO PLIED JAPD (00 NOT EXCEED 1,14') DOOR JAMB TO BLOCK +2 1/4" y ��Ol► TO BLACK +2 1/4" NOTE, S 4M AS NEEDED TO PLU'D JAB (DO NOT EXCEED V4•) DOOR JAMB TO BLACK +3' ®li)aL T(1 A211f:Y aA' 2X4, m SEGUE TO BLOCK WV 3/16' TAPCONS MN SHANK 61ZE J46 MN HEAD SIZE 300 MN ESEOPP04T I V4') WTWN 6. OF EAGH @D 4 W OG. MAX SPACING,, NOTE, 6TF=TLVt4L 2X PUST BE 2X6. m ON OUTSIDE 4 SEGUED 6EORE TO BLOCK TWROUGM NON-STRUCCTURAL WK2) 3/16' TAPCO)4S 5/16' TAPCON MN I-V4' MN SWANK 61ZE mb 1011111Ra'o+T INTO BLOCK MIPL LEAD SIZE 300 M E'DEDPE NT 1 1147 6' CF EACH END 6. CmWITWIN 4 r' OG. MAX SPACING. V2' DRYWALL2. OTE N. SHM AS NEEDED TO PLU'S JAMB (DO NOT EXCEED V4') C 7ND 2X SECURESECURETO 6TRUTURAL MEMBER Ww2R2d IUTWN III* OF EAOW END 4 6' TO 6' OJ:. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANLPACTRE6 DETAILS. DOOR JAMB TO BLACK +3' OF mp t 'In wtnrt( 4.7" NOTE, GWM AS NEEDED TO FnAIM JAPD (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3 7/16" n1�IQ01f TO BLOCK +9 7/18' 2X4, m SECURE TO BLOM WV 114• TAPCOPtl (MIN. GNAW SIZE J46 MN WEAD SIZE 300 MN E48E0I'QNT I V49 IUTWN S' OF EACW EO 4 r' OG. MAX SPACNI NOTE, STRCTURAL 2X PRrT SE 7xb. m ON OUTSIDE 4 SECURED SECURE TO BLOCK WISDOM NON-STRUCTURAL WW2) V4' TAPCONS MN 3/16' TAPCON MN 1-V4' 6HANK SIZE J40 MN E'DEDI'!NT INTO BLOM WRAP SIZE 300 MN E'A'JEDPEWT 1 V4.1 OF EACH DO-LF WTNN W 6, CPL 4 r' Oa MAX SPACING. V2• DRYWALL 2X& 1=1 I'X4' SECURE TO BLOCK P.T. NAILER WW2) V4• TAPCONS MN SWANK SIZE J46 1' P.T. X 4' MN MN WEAD 613E 300 MN EPDEDI'!NT 1 V49 DOOR CASING, WITMN 6. OF EACH END 4 r' OC. MAX 6PACN1 DOOR JAPD OR WINDOW ATTACH TO 2X PER MANIPACTUES DETAILS. NOTE, SHM AS NEEDED TO MUM JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3 3/4" �� if TO BLOCK +9 3/4' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774.4078 www.abdesigngrou p.00m L AA 6: 0003325 r o 0 c 4 O If aUBD:v. Ale wt ABBOTT PARK LOT #27 BLK. #11 PROJMT 04181.005-27111 UoDELd 3EEB "2260—ELSTON" GARA M 81FING: RIGHT PALM DETAILS 160 H EX. C DawT 'I A 4/06/21 SCALES: 1/4"=1'-0" MEW= D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL MANUFACTURER CATEGORY DESCRIPTION VC pN EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104S6.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/32/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. CDMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 20447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 9/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 F80 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1149S.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 F110 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 139D4.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. CDMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32S02.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16S03.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/32/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR ll/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 1S332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 1S3S3.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5673-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 1Z/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 12/31/2021 239S5.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/32/2024 15216.1 OWENS CORNING -RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 1Z/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE:03/12/2021 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407.774-6078 FAX 407-7744078 www.abdeslgnBroup.eom L AA 8: OD03325 i Q t� y BtMDIV. A. IJOT: ABBOTT PARK LOT #27 BLK. #11 PJROJ)mCTI/ 04181.000-271 1 MODEM.9 3EEB "2260-ELSTON" GARADE sWDM: RIGHT PAGM: PRODUCT APPROVAL LISTING 160 MPH EXP. C 0 mm DRINT w4/08/21 DCALL': 1/4"=1'-0" si=wr D4 PREF-OR ED CONTROL JOM I'LAIGE OP CONTROL JONM TO Be LURED TED TO LATM - 1' Or- MAX (VERTJ. L921LL DO NOT PASTBR CONTROL JOINT TO WALL EVEN P STIC EXISTS BEYOND EXCEPT STAPLES IW SEW�EMAY BE USED TO C0NT JOINTT!P'P. OLM40b INSTALLATION — ----- fADTLSERM TO IN ePACS� • l' OG MAX VERTICALLY AP 3 COAT CEI"ENT F-LTER ILM LAYER -2. ►OWPWR / BUILDING PAPER APPROVED PEETAL LATH FAST9ED h' (VERY.) Or- MAX AT SUPPORTS SASD LATER 4. STUC= WASP WOOD SHEATIIBIG IF M I E LATH SMALL BE CONTINUOUS TMROUSM JOINTS BUT BE STOPPED 'm TIED AT EACH SIDE.IF FM ASTM CIOr! PLACED 2X4 ISLO6' G RAGED FLAT MAXMAx r• TO s• FROM CONTROL JOINT WEN \ CONTROL. JOINT FALLS ON L PADT04M FOR LATH TO Of NAILS OR\ STRUCTURAL STIR? STARES N COMPLIANCE IV ASTM CI063 2. WIRE TIES TO BE (NO. M) 0,04I0• WINE / A BLGOCNG SMOIN MAY BE N ADDITION/ \ To ..A.. STLDS REM ED PM RAN O"M" TYPE CONTROL JOINT OLFOLUUWMIpen.A O L -- ®�Q 1 CLAY - On. a • T9L APPROVISO EINLDNS SRSAIe SHALL IN LAPPED A MNFIN OF r' - VERTICAL LAPS (ROLL 10M) 4 r' - MORIZONTAL LAPS. ALL SEATTS NM TO 90 TAPED OT14 FORTIBE t SMEATWM TAPE / r'ra L.r a TeTAL LATw \ LATH VERTICAL LAP TO ICE 1' n—T . METAL LATM I WRS LAYER 9, STUCCO WUAP WRB LAYEJ! 7, FORTFIBER / \ BULDNG PAPER JII 2 SCALE, I U2'-I'-e• MERL SIDE APS OF METAL PLASTER BASES SMALL BE SEGUED TO FRAl1SY, PEMBMIR . THEY SMALL BE TIED WITH OOfIS-N (121-MM) WERE AT INTERVALS NOT MORE TWIN 1' (221-PM). AS PER ASTM CI063. ® KIC KO UT PAR OF TRAIN N UMLAYIBM. TRAMS DETAIL MAY BE PATCHED, TA WhIOlE YRAP TAPE PER MANE. SPEC, OR PEEL 4 STOCK - INSTALL FA WNHI S (CLPS: STRAPS. STAPLE!) AS ROOMED TO SECURE PPE/ WSE TO FRIAMI IC, UM LATER ti stucco wP RRM LATER 9. FORTR9BER MSLONG PAPER PETAL LATH 6*10' SELF-ADIERRY- T'®"ERANE FL.ASRUG OYES APPROVED MORE SRSAP. IiAMNSNG to ont3o aNTo PPE 4h4' OW-A1*011043 MEYERME FLAMING OVER APPROVED M171ME WRAP. R-AdING� TO RIRBb ONTO MORE j' TMIOC 3 COAT CEMENT W CONT. BEAD OF SLALOM PLASTER INSTALL APPROVED WOUSBURAP AIR METAL LATM INFILTRATION BARKER OVER SMEATNNG Il LAYER 4, FORTMINK M BUILDING PAPER ELASTOMEItlC COATING OVER STUCCO/ UM LATER •L C,V. FNISM (SEE TYP WALL SECTIO J STUCCO UIfgP Wom MEATMING SECTION *d RW, u.m or corle"d a eer I .MIN carply rifA ph.0 repenmenb ofASTM C 828-1Bb. ASTM C 929.1 Ine bb- of -xtericr WVWQ And Mnbq 0.11 c..vy wM ASTM C 106310,, or ASTM 1787. 41a4• SEL PE FLIMW(001'rATIMILE W/ WOUSE 6. WRAP AL) OYM q. APPROVED WOUSE WRAP. `•`,� LLAMNNG TO E,(TQC ONTO PIPE .. / WOOD STUDS V OR LESS PPE PENETRATION SELF-ADMERING MEMBRME FLASNNG (009PATIBLE W/ HOUK MATEENALOVER 4.4' )I'ETIBRARE SREATMNG SELMADNOWN t - FLAMING OVQ APPROVED N": ' ti MOUE! WRAP. t fllMlflG TO ExTec oNrO PIPE PAPER STUCCO R' LA' a uTw CUT AND OVERAP ONE MOE OF ,• LAP . ►AFoe SELF-ADIERNG MEPNRAE R-A4A61IINS CUT AND OVERLAP ONE SIDE OR STEP 01 STEP 02 �-ADFIEIw(G Pa eRARe WOOD SHEATHING OLrowl4Alo. ® LFaLQNu—.n.A it ORCMU n.A WB LAYER El, COWAN 1 - M. B 1 CREAM • M. a R 1 cwAr . n. c 1 aMAn - n. C T STUCCO WRAP (FRAME ONLY) a pcw n. a MINT n. B TLL n. c TCICLM brlLa,RrIY ® —d' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) • O� • LAP WRB 4 TAPE OVER eTT oorycm ROOF/WALL RC-REED Rtla AiWlr4 TUNr — -- -- PAL POD, Qa .3 tl� cur. p TWICK 3 COAT CEPENT ? 5'X5' 'L' TYPE CONTINUOUS RwTIR"*M++y3COAT GALV. METAL FLASHING "IT FLAI"M ('II Z (NAIL TO ROOF DECK NOT I3ISLDINNS OUD � � WALL SHEATHING) PAPER MdT' O4.T) uRM LAYER CAP SHINGLE - DO NOT eINSTALL WINAIL, ROOF CEMENT Slueeo IR/NenRTAes r<r) LAP uTw a suanw rw QNR NeLIe FLretr, fAWO�rop mum N" ROOF CEMENT ...111" PLA1.1,16 I ROOF PER ELEVATIONS IQCK C'ETAIL)Ir RArrN,(4Y RLT I4aBs.A W A1B, ,*Nr MAL (aeo oIL .OLISL Qo HG ar NtlLfa/ RCOBtl Td-J R.,IaBY AT sO1TO•I O RX! r BALL NIBBBCIKfr Qla►ROIEA OVRM I'. onto y' BB.Qa F..O. MAP FASTERO"L" FLASHING 5 N.T.S. TAIL (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO ' WOOD OR 1/1(o' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-641-14a, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngmp.com AA S: 0003326 h i b Rim EWN BLJSDIV. rY LOT ABBOTT PARK LOT #27 BLK. #11 PROJECTO 04181.000-27111 MODEL 3EEB "2260- ELSTON" GARAGE 9WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 4 L I A MM 93723 A DwT1� 4/06/21 BCALE: 1 /4"=1'- 0" BEET WA1 INSTALL V SELF -ADHERING MMBRANE FLA614NG OVER TOP. SIDE(S) AND BOTTOM FLAAKaE6 OF NON -MOVABLE FRAME OF THE EXHAUST. SEG I*-E OF FLA61111412 TO ISE, L BOTTOM. 2. 81DE8. 9. TOP VENT CAP 18 TO BE SET IN BED OF SEALANT AT TOP AND SIOE6 ONLY. SEALANT 18 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS.E-Z BEAD ALL AROUND (1\ VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONSAPPLY SEALANT AT PERIMETER O' BACKER ROD NON-MOVA15LE FIRAME Alm STUCCO ON ALL SIDES. yi CAJLKING 6 JOINT ALL AROUND PER SE TION 703.Exterior kd*y EndBACKER RODExterior use of porUand cement plaster shall comply with the application X requirements of ASTM C 928-18b. Installation of exterior lathing and framing ' , x shall comply with ASTM C 1063-19a. r or ASTM 1787. WRB LAYER M, STUCCO WRAP 1 .. HOODED VENT THICK 3 COAT CEMENT PLASTER METAL LATH WR6 LAYER 4, FORTIFIBER BUILDING PAPER WOOD SNEATNNG DRYER VENT (FRAME) CLA; SHATHING YR 1, o wRAP ATER �1, FORTFIBER ING PAPER WOOD cONeTucrlON —METAL LATH S' Cm VINYL CASING BEAD 6' RA18ED BAND K' erTO1j' WALL war �0 6' WIDE 67MP 6ELF ADHESIVE FLA6WW., CLEAN MASONRY BEFORE APPLYING Z PLA6HlIG STONE VEN09R OVER 8CRATCW COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FNISH 6' SELF ADHESIVE WOOD CONSTRUCTION OVER TOP 4 SIDES SELF WOOD SHEATHING FLASHING WRB LAYER 01, UNIT STUCCO WRAP PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) ORB LAYER -2, FORTIFIBER BUILDING PAPER SEALANT • THICK, 3 COAT CEMENT TOP • SIDES PLASTER 0 DRYER VENT (BLOCK) Y6' TO Ni' MID -WALL WEEP SCREED WOOD COd6TRUCTION 6' SELF-ADHESIVE FLASHING OVER 'QUICK s au BUILD PAPER WOOD FRAMED FLASM r — — — WALL HORIZONTAL WEEP SCREED PIPE T'-'RWALL ( FRAME TO FRAME, I\� 6' SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECBJ BUILDING PAPEi WDER 'QUICK FLA& A VENT PENETRATION SCALE, N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING UM LAYER 9, STUCCO ~ WPM LAYER 7, FOR MISER BUILDING PAPER PETAL LATH FASTEN TO WOOD 61`1111LICTURAL MO'10ER • 1' OL. MAX !a — 61 UPE STRIP a" AOIESIVE FLA6WW. GLE.MI MASONIr BEFORE APPLYING V FIN1614 a MASONRY (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER 01, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO WRB LAYER $1, SELF -ADHERING / 1 STUCCO WRAP MEMBRANE FLASHNG LAPPLY SELF-ADHERNCs WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRD LAYER 9 STEP #1 STEP 02 APPROVED HOUSEWRAP BELOW WRB LAYER 'I, STUCCO WRAP CUT SUCH THAT 9 APPLY 60 MIN SELF -ADHERING NO MEMBRANE __ GRADE 'D' FELT ® MEMBRANE FLASHING ENTERS BOX, OVER APPLY TO FACE�_o SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP 03 STEP #4 APPLY E-Z DEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP Oro @)ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7744078 FAX: 407-774.4078 www.abdesl"oup.com AA e: 0003325 rr S B BUDDIV. S. LOT ABBOTT PARK LOT #27 BLK. #11 PROJWT 04181.0M-27111 bWDEie 3EEB "2260—ELSTON" 0AttAGE 8WnM: RIGHT PAGM: WALL ASSEMBLY DETAILS 160 MPH E . C F-PPjwTDATE, 4/08/21 BCALIc 1/4"=1'-0" OHM= WA2 N WOOD 6HEATHIN WOOD CONSTRUCTION JW HAT CHANNEL ' TYPE 'X' DRYWALL WOOD 81-EATHI WRB LAYER 1, RA STUCCO WP i' THICK 3 COAT CEMENT PLASTER WRD LAYER 1,_y STUCCO WRAP AMICO All" -utarc-16® CUSTOM CASING BEAD NO GAP M FIELD lSFICWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL. ® CANT. SCALE, I IR'•I'-m' -WRB LAYER 1, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER i' THICK, 3 COAT CEMENT PLASTER 6' RAF. • TOP OF WEEP SCREED TO 614EATHI BEHIND WEEP SCREED 4• POSITIVE DRAM wme SCREW I Y' W SELF -ADHERE( FLASNNG WRAPPED 6 TOP OF WEEP SCREED TO 6MATHNG BELOW —WRB LAYER 1, STUCCO WRAP — WRB LAYER 4, FORTIFIBER BUILD( PAPER 6' SELF-ADNEREI FLABHI WRAPPED • CORNER OF CANTILEVER NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 1 3/ I RESILIENT WEATHER RESISTIVE FIAT CHANNEL BARRIER 42 VNYL CA6I BEAD i' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED N PAINTED WOOD SHEATH( FMISFI i' THICK, 3 COAT CEMENT (2) 2x12 HEADER PLASTER VNYL COIINER BEAD 4' POSITIVE DRAM uFEP Ar�evn VINYL CASING BEAD NO GAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER 4 VINYL CASING BEAD i• TF11O(3 coat CEMENT PLASTER 6/6' TYPE 'X' DRYWALL METAL LATH W/TEXTURED N PAINTED WOOD SFEATHI FINISH i' THICK 3 COAT CEMENT HEADER/BEAM PLASTER VINYL CORNER BELAa VINYL CORP. 4' POSITIVE DRAM WLEP SCREED VINYL CASING BEAD NO GAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @MIR- EDGE INSTALLATION EXT. WOOD FRAMED WALL SI✓D-FLOOR OacriN6 FRE-EIYYD Tm" TNTN �3 COAT M-AFETAL LATH — wow SFEATNINO (•NOUN F SEPARATE rl EXT Yi GAP FOR BACKER EXT®IOR GRAD[ WALL ROD N SEALANT — i THINK 3 COAT CEMENT VINYL '-ASTER WATER PROOFING \Yt- 'f�A2 LAYER (2 LAYER PEE N STICK) 0 ANTILEVER DRIP EDGE FIN1614 LAYER (2 LAYER 3' X 3' 26 GA GALV. FETAL DRIP EDGE FEEL { STICK) SET N RILL BED OF 6' PEEL 4 6EALANT, )j' MIN STICK • DRIP SPACE FROM DRIP EDGE TO DECK FACE TO TREX Yi GAP FOR BACKER I Ili PT SIMULATED ROD { SEALANT F.T. WOOD (TREX) FILLER CONTMUOIJO WATER PROOFING Mt WEATHER RESISTIVE LAYER (7 LAYER PEEL 4 BARRIER 1 STICK) WRAPPED PROM LLEAhER RE616TIVE BALCONY DECK TO .N OARIlR'°{•' CANTILEVER 6' PEEL N STICK . DIIGE P EDTO DECK EOV MEMBRANE. EXTEND OVER EXTEER DRIP SAID FLOOR EDGE ®® 3' X V 26 GA. GALv. METAL DRIP EDGE SET N FULL am OF I Jj'X % P.T. OR 6MLATE SEALANT,)§' M61 WOOD (TREX) FILLER SPACE ROOM DRP CCTRNUOU6 FACE TO TREX Y{ GAP FOR BACKS vnm �waw- r` ROD N SEALANT WATER PROOPING Mt FN1614 LAYER (2 LATER LAYER (2 LAYER FEEL N PEEL N STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CFIANNCL CANTILEVER i' THICK, 3 COAT CEMENT PLASTER METAL LAIN 5/0' TYPE 'X' DRYWALL WOOD SHEATHNG WREXTIIRED ( PANTED HEATHER RESISTIVE FN1604 BARRIER 'I WEATHER RE616TIVE rLTM46 3 CHAT CEMENT BARRIER 4 VINYL 4' POSITIVE DRAIN WEEP eaREED - rL C •BIN& rudn ND GAP N fIF1D - -- (SHOW FOR CLARRICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP )1 EDGE INSTALLATION 2LUMN SHEATHING !ATTER RESISTIVE 4R\\RIER 1 !ASTER RESISTIVE APMER 4 RAF. \ °EEL s STICK I WXY 'L' FLAWING FULLY EMBEDDED IN ROOF CEMENT IV X 3' 26 G.A. GAL V. METAL DRIP EDGE SET IN FULL BED OF FACE TO TMX \PEEL N STICK ]® FLOOR I &XI N P.T. OR 61MIL) WOOD (TREX) FILLER CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED �O 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD 1117® 5/6' TYPE 'X' DRYWALL W/TEXTURED N PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 1 WEATHER RE616TIVE BARRIER .2 EXTERIOR eATWCOLUII LEGEND -COLUMN SHEATH( �6' BAF. -I)6•x3••L'FLA6HI DRAINAGE PLANE (WRB 'FULLY EMBEDDED IN ROM CEMENT LAYER 01, STUCCO WRAP) IN X 3' 26 GA GAL V. METAL DRIP EDGE WRB LAYER "2 (FORTIFIBER - - - - - FULL S�IN PALANIx BUILDING PAPER) SPACE FROM DRIP 'FACE TO TREK VINYL r'w��- BEm METAL LATH x—x—x—x WATER PROOF( Mt LAYER LAYER PEEL N /2WRAPPED STICK) FROM STUCCO BALCONY DECK TO CANTILEVER WOOD OR 1/16' ZIP WALL 3 GOAT C i` THICK EMENT PLASTER SHEATHING METAL LATH WOOD 6HEATHING I SELF-ADHESIVE FLASHING V POSITVE DRAM KEEP SCREED VINTL CORNER BEAD -/ / FIOWN FOR LARIFIGATIOIV OF BE��� � D SEPARATE(SAGGCE6=156 ONLY) BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (Wl"L" FLASHING) SCALE: NT6 WOOD SHEATHING 2x FRAMING MEMBER i' THICK, 3 COAT CEMENT PLASTER 2 IR• Q2RZ M90 2 FASTENED TO SHEATH( • T' O.C. FLAX. ►iiiiiiiiiii �r LA STUCCO WRAP r 11 m METAL LATW dA WRIS LAYER -2, POWPI15ER BUILDING; PAPER Q • ' 0 FRAME 2 I/2' - COMER BEAD (FASTENER 4 SPACING''1' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD Ca? BLOCK WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER-1 METAL LATH J' THICK, 3 COAT CEMENT PLASTER WSELF-ADHERING FLASHING WINDOW FLANGE WRB LAYER 92, FORT BUILDING PAPER — METAL LATH I' THICK 3 COAT CEI PLASTER —� WSELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE - 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) SHEATHING WRB LAYER h, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER ' METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH:407.7744078 FAX: 407-774-4078 www.abdaslgngroup.com AA f.. 0003325 rbr IAPROJ=T# LJ GM Ac Lo . BBOTT PARK LOT #27 BLK #11 04181.000-27111 j 0DSI4 3EEB "2260-ELSTON" OARAGS E WDfG: RIGHT PADS: WALL ASSEMBLY DETAILS %160 MPH EVE C D � 4/0B/21 •CALLS: 1/4"=1'-0" EiiISST WA3 WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILONG PAPER METAL LATH i' THICK, 3 COAT CEMENT PLASTER WSELF-ADHERING—n FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER -2, FORTIF15ER BUILDING PAPER METAL LATH MXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WIRE, LAYER 01, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH i' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING WINDOW FLANGE CASING BEAD ® WINDOW (15CF (FRAME, W/BAND) & GAP TYP CASING BEAD IX TRIM MEMBER To TRIM • STUCCO TO SIDING TRANSITION SIDING WRB LAYER 01, STUCCO WRAP J' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 12, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 9, STUCCO WRAP \ — CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) U = 0 TN CTION UNATHER RENeTIK BMltlER � B AVER IRI[61envE —� M.' X l %LAr e1DN6—� PLANG-A R<Y GW STARTER eTWJP \ U i41 �\ NG�RM6 PLAGHURATHER IEeleTlvE SAJOtOt UPATWPtBIt I-aeISTIVE \ SAAMe'6ELF-ADHERIN3 FLAS4M6 — 6ALVV METAL PLASWM X e' ff-l"TED uov6 Tw MEI'LER GAP U CAULICMG OR APMWVW 6EALANT t: SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 25 LBS, METAL LATH PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LATER h, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER peWOODT � e ADNERm6 BUILDING PAPER i I WRB LAYER el, °1O°D �ATNM ' ]' THICK 3 COAT CEMENT STUCCO WRAP BAPINER REeufnv! °''i1°O�' i� \ eAAraeTQEIRe MWSTLP PLASTER IP10"TIVE , / / \ WMK ABOVE TOP OF •r M AS14M WR8 LAYER "2, FORTIF15ER I ` %X `"P°1D� VINYL ANGLED i BUILDING PAPER ���aeTlve �,�� IV-0t. CASING BEAD ~ AOWM\DA-WEWFATWEe REs�rIVE METAL LATH \BARRIER 4/\ VINYL CASING BEAD i erARme STRIPiLVD r�' THICK, 3 COAT CEMENT METAL I I• P ASFIM6 (EXPLODED VIEW FOR PLASTER \ / —m / CLARITY) 6ALV'O METAL ��' WEATHER RENSTIVE 'r R.ASHMD SAPN ® 9 TO LAP 1. R OF Z,'`RAO or �r E-z BEAD vsrcL caeM6 X 6 lYYa16• FLEXIBLE PVC , uib' BACgR ROD) / ' SELP-ADHERS96 CASING BEAD ® RAISED "D"°"� \ I ' �`AeHMG BAND (FRAME) CB•pdTT PLy3 GOAT TI \`\ ,' OR APPROVED SEALANT •+. I1006TIVE 17A 1,lSISTIVE �R SCALE: WEATHER RESISTIVE BARItlER 7 cupw BACKER RRI00) BLE PVC SIDING TO STUCCO �Twm REST—E ® FRAME TO FRAME TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO 0 WOOD OR 1/I6' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME f WRB LAYER 02, FORTIF15ER BUILDING PAPER / -Z BEAD GASIWjBE�VINYL GASI� (W/fie' FLEXIBLE PVC BACKER ROD) —WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER W SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY ----------------------------------------------- f ----------------------------------------------- Y4' GAP TYP i' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH i WRB LAYER 02, FORTIF15ER BUILDING PAPER I WINDOW FRAME WOOD SHEATHING i i i WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL 4 STICK I 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 BUILDINCs WRAP -----------------------------------------------------------------------------------" EZ BEAD WINDOW CASING 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH: 407.7746078 FAX: 407.7744078 www.abdosigngroup.com AA S: 0003326 J O dJ E r W 0 i I H W f O OUDDIV. k LOT III ABBOTT PARK LOT #27 BLK. #11 PROJECT 04181. 0M— 27111 HODEIa 3EEB "2260—ELSTON" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MDR EXP C of N TA N IN REEPPq M VENT PROPERLY S AND 10 SIIOVRi IN P ¢ALVAND'ED W I-. VENT PIPE la SEMED IF UlIU2ED. NAIL IN PLACE MUSIND I�1K NNLB AT FAp1 COIINFR, ROOFiNO OEYEM aHDUID E APPLIED ro ALL SIANDIE aTlOEB SEEM M OODIENE«VENTaPENRgWMROCF OUIER tl%iE NO MOUND M FNTRE PEIANEIER Il5 IR:COMIE1aEOINeEVERE MEATIER WIBTK sNEwTnIND. sIa MOPENNomAaoRnvl«wTNM CNARi 8110MI. IN M EVENT � HECIWACK VENT FM la oDNSTRucTlaN zares. USFD.9DEMVEM ORNIm INACQ"MAMLE WM VEM FM NAMAACTJRE'8 %PNO CCNNECTON INSTRIILTION3 00 NDT CUT INTO TRL135ES OR RAFTERS MAIN Cl/THO M OPENND IN M ROOF. �` INTERFERIND aMNDLE NAllB ARp11D M PE/fNCTER aF M OPEN11q 80 TIAT M NNLRq FLANOE OF M VEM lAY6 RAT ro M ROOF sNEATNNO. SUOE TIRE TOP ANp 91DE FLANOlS W M VENT LP AND UTCEA SNNDtE3.A40WMBOTfpI VEM FLANGES roIAY CN M TOP dF M SNNQES. F.-h---c� ROOF HOOD VENT DETAIL iEcal we CJT HOUSdRA AT N' ANSLE MODNN T a N HOUGN~ LINK OP ESDO OF1304 60 STUDAP"NOVIDW HOUSE~SIM A OVER ATHM OVER uD eTID ALL STEP 1 INSTALL S,A— SELF-ADHBE/M FLASHM OVER NALM RAMS JA M D(1aD FLA*wm FM I' ISM= SEAL ILE)COLE RAAASHM DO NOT SEAL BOTTOM PIN STEP 6 NOIMMRL (O H P U'E7 st Al READ POW HOLM" N AT JAWI SLOPE SEAL R STEP 7 MOLOEO MOUND M4E OF PPE AND OVER RANDS, ALM PL.YN M YV M. IOC! OF SELL R.O. FEECIIA PAISM Boom FAI'1MD NON. (CM NAILS,, STAPLBU INSTALL OPIONT PLN)C~ AS, TN PLA WM AT THE FOLo House~ 010M 4 TAM DIACONAL CUT A ACRDS,S, NERD OF MANDau PLUMBING VENT DETAILS UTLY towam— 'L7AEAICM SIAD )F SEALANT AT AIDS, AND HEAD w UTLY TO BACK OF ENDQI NALM LAME N LINE LV 441-Fu(C!D CLN CS SLOTS, INSTALL 6- PEON ADHENVS - MAC® FLDOBLS K ANMC MATOSAL OVER OW CAP JOIfT fPROTwro-~ PR-28n oT @MY) 114� STEP 8 `L`� WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS STEP 4 - �awNDLES T,MEDzaA« — FROM VALLEY CENTERLINE ROOF VALLEY DETAIL 6MALE, WIS APPLY ON HEu (O ECIAL) SEALANT N PLUID APPLIED PLAMMM (LANCO WTE-SEAL RC-N OR ECLILA SLOPE SELL TO EX IT M THE CONTACTOIM PMFCP IBILTY TO VERPY THE COMPATIOLITY OP ALL PRODUCTS NCUDM HORS~. SEALANTS a SELF-APHORM R*4SHM MATERALS LEND OURM 0"TRIOTION 2. INSTALL ALL MATERIALS, PER MANPACTtAMM N UTTEN SPECPICATIOW SEALMTS MAY REACT ADVERSELY F NOT COMPATIBLE. EMI AND REAL JAM15 TO 81LL JONTB WITH DOW 119E FOLLCUEYA C40MMETICN OF EXTERIOR RETROFIT WOW REPAIR EC 4EME SHOUN SHALL BE M-LEM NTEO AT ALL WNDOWS WITH EVIDENCE OF WATER NTRLOION OELOW THE WNDQU OPENNG MTERIOR PERK" TER OF WINDOW WITH L IT IS, THE C40WACTOM POWCNMIBILTY TO VOEPY THE CO PATIBILITY OP ALL PRODUCTS IMMACM SEALANTS P OW-AC44M O FL.ASNNC MATERIALS USED DUENb CAO ETRJCTIOL N 2. ILASHC AT EXTERIOR URDOIB AND DOOR OP HNGS SMALL ISE NTALLED N ACCORDANCE UTH MALPACTulRS INSTALLATION NTRCTIOJS AND APPROVED T ETHOD U OP PBD PrWSA U N ACCOMANCE MATH!!!STRATI«/ MANPACTuIRS, INSTALLATION AID FLANRM INSTRUCTIONS. EIS,BNla� SEALANTS MAY REACT ADVERSELY P NOT COIArATIBLl. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. SETS 1441 N. RONALD REAOAN BLVD LONGWOOD, FL 32780 PH:40T-7748078 FAX 407-7744078 wwwabdml8n&mP.00m AA B: 0003325 SEE i f gill st"Erv. aE LOT ABBOTT PARK LOT #27 BLK. #11 PROJECT# 04181.000-27111 HODELc 3EEB "2260-ELSTONTF GAItAGE BVING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH E A C / I \ 1/8' TEXriNFED / ---- 1/R' TEXTURED --------------------- � FMI +-DFI a CM 2x6 SUB -BANS W/1'x4' NOTCH i METAL LATH /--------- ------- --------------------- ---- + 11 END, WRAPPED IN PEEL t STICK METAL FABGIA uAQAP WOOD SHEATHING OR cm WRD LAYER h, 1' DRIP EDGE d STUCCO WRAP (FRAME oNLY) I I\� WRB LAYER 02, FORTIFIBER F -- - -- -- - — I BUILDING PAPER '1/8' TEXTURED I (FRAME ONLY) FINISH ® WOOD I �� 2X6 Wo DArID 1 1/8` 1/2' TEXTURED RODFMG c "nm FINISH r CMU I �` DRIP EDGE Al ' METAL FASCIA METAL WJCK OUT \� ✓ WRAP Ys' FROM ©PLAN E3 STUCCO, I' FROM \ a WOOD WALL \\\ " EXTERIOR WALL (FRAME OR CMU) \� \\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY \\\ ROOF DECK (BEYOND) \\ / r DRIP EDGE, I' OFF WALL \ (NOT INTO STUCCO) \\ I 11 \ �1/8' TEXTURED FINISH o \\ /WOOD, 1/2' TEXTURED FINISH CMU / 2x6 SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL t STICK ®ELEVATION ®FLAN A METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT c WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS &'-8' O.G. MAX. 2x SUB -BAND WM'x4' NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL SUB BAND DETAIL® WALL W/KICK— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/14'x4' NOTCH A END, WRAPPED IN PEEL t STICK ROOF CEMENT 0 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 WA4'x4' NOTCH e END, WRAPPED IN PEEL t STICK ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD LONGWOOD FL 32750 PH: 407-7i44S078 FAX: 407-7744078 www.abdaWgngroup.com AA •: 0003326 0.4 o sysaly k LOT: ABBOTT PARK LOT #27 BLK #11 PROJECT* 04181.000-27111 MODEU 3EEB "2260-ELSTON" GARAGE EWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH E C me 11 DATM 4/OB/21 8CAIM 1/4"=1'-0" sI;EET WA6 FOUNDATION NOTES 29'-8" 1T-7" 101-0" 7-1" TE-1 3.$" 26'-2" io 0'-0" 4" CONC. 4w4 q TOP OF SLAB O m m SLAB wI y I, ~I I~ � o ` F M -18 X 18 — — — — — — — EN 614" 1T-2" SLAB 1 1/2" 10'-2" I I N v I I � I I Ile 4" PVC CHASE I ���� m m _ ��I I i TOP OF w SLAB I I e' °4 4 °i p n rr 1.1 ,.1 n O 7 a ii SIM. 11 I N rr Ibo i UP TO 2ND FLOOR rr (FIELDVERIFY ii EXACT LOCATION) ryCr 9 I I V y ,., 4 I � �Irz — cWA�sx1z-------J 2k2------ , CVNC 18X72 T-8" 2X4" I °D --- -- " roI EXTEND CWC-18X12 8 Bo I SLAB 1 1/2" 1.1 I EXTEND LFM-16X18 51/2" a SLAB 1 1/4" — — 'A" 3'•5" 3'-7" I 14'-8" 6'4" 4" C0NC. I 00 io I X SLAB Sy 0 o m w J N l0 W y L _FW16XIB W I $ I 2 1A ED Sop SIM. �S% Lod v I 4 4 I I '4" 5'4" '4" 2'-10" 16'-0" T-10" 21'-8" 29'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION a..0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATES 05 BAR, OINDICATES 96 BAR,MNDICATES 87 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (N5 = 30', 1I8 =38'�, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,ODO PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE f5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602.16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S' MORTAR, ASTM C476 GROUT (30DO PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6.6 W1.4xW1.4 OVER 3 i/7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 16' CONTINUOUS 16' - (2) 06. - (ap•-0•• FMC-1608 16, CONTINUOUS le, - (2)1/6'9 VARIES TE-1 6' SEE PLAN 8" - (1) a (_p•{•• TE-2 17, SEE PLAN 1O' - F-24x24 24' 2W 17 e ( s (ap'•.O• F2-24x24 24' 24" 16' ) s CW-16X12 16' CONTINUOUS 17' CWC-16X12 16' CONTINUOUB 12" - (2)1r6'a MS IN CURB VARIES 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdosigngroup.com L AA M: 0003325 g � r ft � $ f Q avHaty � LOT: ABBOTT PARK LOT #27 BLK. #11 PROJECT 04181.001-27111 MOasrl 3EEB "2260—ELSTON" OARAaS awsxa: RIGHT PADS: FOUNDATION PLAN 160 H EXP. C 30' MIN. EACH WAY MONOLITHIC FOOTING Z Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND Q 0. CELL SEE PLAN FOR SIZE AND 0 SPACING REQUIREMENTS - •. 0 OC C SPACING REQUIREMENTS TCC W N 1. c• . �v. 'I Tom— GARAGE DOOR gw I • (d//11c RECESS � � Q � FM •; g K W Z 8" CMU WALL O 6' CMU WALL I , CORNER BARS, SAME SIZE AS LARGER BAR I W W B" O FOUNDATION WITH 3U' LEG EACH = _ a-0•, aS ^ 0'-0" • - a W WA AT ALL CHANGES IN DIRECTIONS TOP OF SLAB ' - TOP OF SLAB I _. SO THAT THE STEEL REINF. IS CONTINUOUS Ir� _ MATCH AMOUNT OF CONTINUOUS BARS •I� CURB FOR EX 7 PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1STORV) 18 - - -VARIES•I SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB i I ILL v. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET Z=0_ AT ELEV: W/1?' ISOLATION JOINT (WHERE ♦ 6' CHAMFER (2-STORY) •4 24' W/ 1?' ISOLATION 6' CHAMFER (2STORV) 0� • APPLICABLE) i SEE SCHEDULE 30" JOINT (WHERE] EE SCHEDULE APPLICABLE) Z ° WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, EAR SIZE ••Ts 3362' FOR MD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (e 2 TO 3, PROVIDE 2 BARS), UNO %EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE 3/4"=1'-Y' 2 SCALE:3/4"=1'-0" � GARAGE CORNER BARS DETAIL DOOR OPENING SCALE: 3l4'�1'-0" 4 SCALE: 314'=1'-0" Z (1)•5 REBAR VERTICALLY W/CONC. U POURED CELL LAP TOP PLATE A MIN. OF 46' 2 6' CMU AND NAIL W/ 16d COMMON 0 NAILS- 2-ROWS, 4" BTM VERIFY HEIGHT w Y4 REBAR ®24" O.C. 0 CENTER OF LAP TO OCCUR OVEERR STTUDUD OF WALL W/ PLAN Aa m g SLAB W 2s4 OR 2z6 WOOD BEARING PROVIDE BLOCKING W w WALL W/ SVP O > `v O Y'� 5' 2' CAPPED GALVANIZED PIPE d I N No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE I W/FLANGE Q BASE S NEW REINF. BAR O a SECURED W/ 2- PART g 1?k8' WEDGE ANCHOR W/ 2' ToBEPT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH - a EPDXY. MIN. EMBED EPDXY 5-11TEMBED. MIN. 0 16' OC G 6•, UNO SIMPSON SPH4 OR SPH6 MAX_ •' m ¢ 0 FOLLOW ALL MANF. PLATE STM AND Top(v in I 4' CONC., REINF. W/ SECURE FLANGE 70 SPECIFICATIONS FOR U I QQ USE AND ANCHORS W/ 0d x 1 12" 9 Y6" #10 WWM ON I SLAB W/(4) 1/4" X 2 1/4" = m F PREPARATION OF COMMON NAILS FILL ALL W W &MIL POLY ETHYLENE TAPCONS 8 HOLE_ HOLES, DO NOT USE 10d VAPOR BARRIER ON -d' IJ Z x 3" ¢ SEE SLAB SCHEDULE _ w • WELL -COMPACTED I Q > CLEAN FILL TERMITE.- 11 TREATMENT SHALL BE ry,6• . TOP OF SLAB , 1 u, 4 BORA-CARE— Q' (2) CONT. N4 REBAR 4" CHAMFER (I -STORY) ° f 6' CHAMFER(2STORV) (2) #5 REBAR ON CHAIRS • EQ. EQ. EE SCHEDULE 17' MIN. DEPTH INTO Z W VIRGIN OR ENGINEERED SOIL >O SLAB HEIGHT LESS THAN 3'$' �U 2,000 PSF VIRGIN SOIL OR 95% COMPACTED SOIL PER PLAN BOLLARD 5 scALE: 3/4"=1'-0" FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO TERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP MONOLITHIC FOUNDATION (D!NCALE (W/ UPLIFT) 6 FOOTING W/ BLOCK WALL SCALE 34"=1'(Y' 1A SCALE: LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM, LAP TO OCCUR OVER STUD OF WALL W/PLAN STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING SPACING REQUIREMENTS WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING, SINGLE 2x4 OR aB WOOD BEARING PROVIDE BLOCKING Z BTM, PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE i PROVIDE 081- TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO Q 0. a SLAB W/10d MASONRY BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE SLAB W/1 W MASONRY NAIL Tr- NAIL 16' O/C STAGGERED. ADDITIONAL METAL 16' O/C STAGGERED. C QQ W CONNECTOR. NOT METAL CORS NOT CONNECTORS m U a REQUIRED WHEN NO REQUIRED WHEN NO 0C /n PRESENT. Awl UPLIFTIS UPLIFT IS PRESENT. O 8" CMU WALL Z '- 011 POURED LINTEL CONT. (TYP.) SEE SLAB SCHEDULE Q ,'♦ �• 8" CMU FILLED CELL (TYP.) I, - TOP OF SLAB y ate, SEE SLAB SCHEDULE 2X WALL FRAMING TOP OF SLAB\ SEE SLAB SCHEDULE 1?' DIA SIMPSON STB2 BOLTS 5" ° TOP OF SLAB Z • MINIMUM EMBEDMENT INTO ' •�� , Tom° , - •♦ "ISOLATED" COLUMN PAD GROUTED CELL, 4'FROM ENDS AND °, ' m CENTERED UNDER WALL AND 16, O.C. VERTICALLY MAX ' • POURED MONOLITHICALLY WITH ♦ s � rL �= AND SLAB FOUNDA4 • SEE SCHEDULE SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZES / FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY AND BAR QUANTITY TERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL 9 scALE:314"=1'-0" (NO UPLIFT) COMBINED EXTERIOR MONO- FOOTING AND COL. PAD 10 INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION (�PCALE:3/4"=1'-0 (NO UPLIFT) " scALE 3r=ro 11 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774 4078 www.abdosigngroup.com L AA ♦: 0003325 2 f all StMDIV. Ie XOT: ABBOTT PARK LOT #27 BLK. #11 PllOJECT 04181.001-27111 MODMU 3EEB "2260—ELSTON" GA %AGE 9VFMG: RIGHT PAGE: DETAILS 160 H E C STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Z SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED MIN. 10" EAD W/+1" NOSE i a z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ❑ T 8" CMU WALL PAVERS _ 0'-a , #4 REBAR (TYP.) a� �d w o r 8 CMU WALL TO P OV_E T ' T OP � P o. m K SEE SLAB SCHEDULE w mm U Eb z aN 12" RADIUS OR CHAMFER o p Q y O SEE SLAB SCHEDULE qua-. LLyJ1 Z .,. - ° . d ' • �. TOP QF $LAB d x SEE SCHEDULE FOR WxD, BAR SIZE r6 w w ZwAND BAR QUANTITYj •- 2Lz�i_ EE SCHEDULE 00 O EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE * FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 1 n L A 4 AT ALL PAVER AREAS SCALE 12'=l'-0" SCALE 12'=1'-0 SCALE: 3/4"=1'-0 SCALE 3 4"=1'-0 LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2.4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE 11ZW' WEDGE ANCHOR W/ Z' WASHER SET IN HIGH STRENGTH EPDXY 5.12' EMBED. MIN. 0 16' SIMPSON SPH4 OR SPH6 OC MAX. BTM AND TOP PLATE ANCHORS W/ 10o x 1 1/2'COMMON NAILS FILL ALL HOLES, DO NOT USE 100 x 3' rSEE SLAB SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL 5 scALE:a/a"=r-0 (W/ UPLIFT) Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a� SPACING REQUIREMENTS m W U O N Z 6• CMU WALL w 0•-0' TOP OF SLAB • SEE SLAB SCHEDULE W BAR SIZE 48 BAR DIA i > EXT. PORCH SLAB IV' CHAMFER (1-STORY) O W/ 12' ISOLATION 6" CHAMFER (2-STORY) 18 ro U JOINT (WHERE #4 24" APPLICABLE) Z MATCH STEEL 3C• 6'PVC CHASE REINFORCEMENT PER SCHEDULE THRU FOOTING #7 47' SEE SCHEDULE FOR VVxD, AR SIZE AND BAR QBUANTITY PVC CHASE THRU FOOTING 6 REINFORCEMENT PER SCHEDULE NG 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-7744078 www.abdoslgngroup.com AA #: 0003325 g g i M O aUDDry Ac :.Oa': ABBOTT PARK LOT #27 BLK. #11 PRO" 04181.001-27111 MODMU 3EEB "2260—ELSTON" OARAOR 8WINO: RIGHT PAOR: DETAILS 160 MPH EXP. C 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-7744078 www,abdesigngroup.eom L AA N: 0003325 o a 8 V 8 D M ae LOT. ABBOTT PARK LOT #27 BLK. #11 PROJECT 04181.00t-27111 MODEL: 3EEB "2260—ELSTON" GARAGE BWDM: RIGHT ]PAGE: FIRST FLOOR DOWEL PLAN Q60JJPH EXP. C FIRST FLOOR DOWEL PLAN SCALE: 1l4"= P-0" TIE VERTICAL REBAR �c TO HORIZONTAL REBAR W/10"HOOK 2 GROUTED BOND BEAM VARIES PER ELEV. 2 •I O CLEAN OUT REQUIRED a FOR INSPECTION ' "'FIN FUR. ? TIE RTICAL REBAR TO HORIZONTAL REBAR -10" HOOK BAR SIZE 48 BAR DIA 2 A3 18" > e4 24" UU N5 3V' «6 35' 07 47 HORIZONTALNERTICAL 1 REINFORCING SCALE: 3/4"=1'-0' O_ W U R NEW REINF. BAR V) SECURED W/ 2- PART a I EPDXY. MIN. EMBED S 6, UNO FOLLOW ALL MANE. = Q N O SPECIFICATIONS FOR = K USE AND 13,1 PREPARATION OF Z m HOLE STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-0" OFFSET METHOD CONTINUOUS BARSIZE 48 BAR DIA #3 18 METHOD N4 24" HORIZONTAUVERTICAL «5 30" REINFORCING 7' 2 a7 47' SCALE: 3/4"=1'-0' N5 BARS 8- 0 r-o• b TX AMU UNIT DIMENSIONS � ARE NOMINAL SIZES Oa/ MASONRY SYMBOLS *' 3 SCALE 34=1'-0 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeMpgroup.com AA /: 000W25 A afUDDIV. S. LOT ABBOTT PARK LOT #27 BLK. #11 P1tOJSCT 04181.006-27111 MODZU 3EEB "2260-ELSTON" GA AGE 8wtxa: RIGHT PADS DETAILS 160 MPH EAC FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 WW (9) 1Dd x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" 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 MANUFACTURERS SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. B. LINTELS SHALL HAVE 4" NOMINAL BEARING (4' . 9. 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. 10. PLACE 2x4 PT TO ALIGN NTH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177" ° x 2 718" LONG, WITH WASHER @ 18" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'4% FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DEffigGWPa ON REMARK O(2)DK8 (2) 2X12 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, TO = THROUGHOUT MARK DESCRIPTION fc () WH, REINFORCEMENT STIRRUPS REMARKS BTM, TOP 1 MID SIZE SPACING BB1 MASONRY 3000 Sxl6 (1)#5 (1)M5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES SRF14-1T/OM/OE BTM. 0 6'-8" FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32760 PH: 407.774,6078 FAX 407-774-4078 www.ebdeslinWa+Pxom L AA M: OD03326 POOR a LOT ABBOTT PARK LOT #27 BLK. #11 PROJmCT 04181.001-27111 moval : 3EEB "2260-ELSTON" GARAGE BVIMG: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH ESK C NOTES TO THE INSPECTOR/CONTRACTOR TYP BXB' 1+� 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE N5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING * O �IGHT REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) •5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. CGS STRUCTURE. A DOUBLE BOND BE MAY BE SPECIFIED SO THAT THEN THE LAST p5 TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. TYR ar"u, B5 CORNER BAR W/ 30" LAP FOR EACH dp (lP S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM OJT COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL -1 V—' COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1K TOP OF THE LINTEL. / A 8" 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VERTICAL REBAR W/ t0' HOOK (TAG 8x16 DBL BOND TOP OF P,0 BEAM W/(7). BAR BOND BEAM VVI / 0 �j\O� EACH COURSE • G BxS BOND BEAM TOP OF .` BOND BEAM • ��L�\� W/ (1) N5 BARIREFEIR, 30" TYPICAL 1 F FILLED W/ GROUT I\ -�\a0 U =UNFILLED GROUT SOLID FRTOp NOMINAL LINTEL TO TOP OOF OPENING WIDTH p OF 05'S, IN 2ND BOND BEAM, IF FILLED BEAM COURSE 45 BAR IN BOND BEAM SEE NOTE 5 �/c 16-1 T/ 1 B 8x8 PRE -CAST C 'q9 LINTEL W/ (1) #5 �GF p8 NOMINAL—� MASONRY LENGTH OF BAR OF CORNER Q� HEIGHT 4 OF y5•g TOP s OPENING -2BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR REINFORCING THAT XFXX- 1Tn MODS INDICATES A DOUBLE BOND BEAM #OF•6'S, BOTTOM 8x8 PRE -CAST CL SCALE 34=1'l7' OF BOND BEAM 1 AND XFXX- tTKUM INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL W/O STEEFERSCALE_ 3/4'=1'-0" IT IS THIS ENGINEERS INTENT TO PLAN FOR LO AND XUXX- ITn MOO INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX- 7T,OMMB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2c4 (MIN 2 X 3) 1J/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") V. FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-114" EMBEDMENT 05 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3116 TAPCON PRE -CAST 'a ib" OR DRIVE PIN (MIN SHANK WINDOW C SIZEA45 MIN HEAD SIZE .3D0 SILL MIN EMBEDMENT 1 1/4-) B' SLOPE FROM EACH END AND 16' O.C. MAX. MIN 1-1/4"' O EMBEDMENT fi 2x8 (MIN 2 X 3) 2.3/16 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 NJ 1/4" 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER NS MIN. REQUIRED IN 1B' O.C. MAX. MIN 7-1/4" MIN. 2-12d PER BLK. EA. ENO VCMUWALL BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ T/SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW ��� SILL CONSTRUCTION CORNER BARS `� ARCHWAY FRAMING DETAIL AT CORNER STEP 3 SCALE: 3/4•'=1.1T. PROVIDE 3" DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I > I — I SINGLE 05 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 0 II II / 8x8 CMU PIER PROVIDE MS BAR W/SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE E SE PLAN. I I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0 � SINGLE LINTEL, MULTIPLE OPENINGS � SCALE. 314"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 wwwabdosigngmuµcom L AA N: 0003325 b Y StyBDIV. k LOT ABBOTT PARK LOT #27 BLK #11 PROJECT 04181.00t-27111 MODZU 3EEB "2260— ELSTON" OARAG$ 911WING: RIGHT PAdl: DETAILS 160 MPH EXF,C DATZ: 4/06/21 SCALM 1/4"=1'-0" ez�r S2.1A "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SUB am-w e- 1T tT 1T108 -1T TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH WIT 8110-IT N20.1T 624-1T 8IffiIT &W-IT &$413 8-rn1 1Tn rn1 rm 1T/1 el8-2T ene-zr 620-zr 624.2r 828-zr L432-zr 3'�' PRECAST 1438 962 31% 4217 5321 e428 7531 3'4' PRECAST 689 1024 3' 8' PRECAST 1560 3524 4304 5263 6132 7001 2465 6119 e3e5 770e 9031 10000 tSN 3524 4394 5259 8132 7001 4'-0• PRECAST 1065 700 2306 3125 3945 4765 5587 4'-0' PRECAST 514 763 4'-0• PRECAST 1383 3080 3815 45M 5325 8079 1961 6113 7192 OVA 7e27 8751 1363 3080 3815 AIM 5325 8079 4'4• PRECAST 819 533 1770 2400 3033 30M 43W V4r PRECAST 398 591 4'4" PRECAST 1207 2582 3375 4043 4711 5379 MIS 5743 7547 6752 W41 7505 1207 2707 3376 4043 4711 5379 5'�' PRECAST 931 1247 1999 25W 3123 36N 4249 5'4' PRECAST 411 411 54' PRECAST 101e ISM 2374 20" 3513 4084 1319 44W 7190 7342 5700 82N 1015 2270 28M 3300 3901 40e4 5-10' PRECAST 817 1024 1631 2090 2540 3009 3470 PRECAST 340 339 5'-10" PRECAST ON 1490 1971 2443 MIS 3387 1161 3093 ISM M e096 No 5776 9YB 2080 2593 3107 3620 4133 8 -0" PRECAST 1139 3227 3031 3707 4383 5061 PRECAST 410 721 8'-0" PRECAST 835 1201 1578 Iw5 2332 2709 1139 3227 46M 7054 10ow am8'-0' 835 16N 2329 2790 3251 3712 Tom' PRECAST 570 9N 2496 2205 2N8 3191 3e86 T$' PRECAST 303 534 T 8' PRECAST 710 9w 1181 1462 1743 2M5 936 2406 3409 4864 7087 6472 727 1624 2025 2420 2827 3228 9'.4• PRECAST 428 633 1593 2204 2481 2818 2621 9 �" PRECAST 192 384 9 4• PRECAST 454 586 767 go1120 1310 699 1074 2206 3061 40M 4BB9 572 1318 1643 19N 2164 2519 1a-0• PRECAST 388 487 1247 17e7 1904 2163 20�28 1a 6• PRECAST 151 301 to-0" PRECAST 356 486 612 756 m 1042 560 1407 1N7 2781 = 3784 504 1180 1472 1763 1710 19N 11'�l" PRECAST 330 544 1312 1742 2252 Me 3e30 11' 4" PRECAST 132 417 11' 4' PRECAST 4W 4W 530 ON 7» on 644 1912 1742 2252 28N 3662 466 1042 1372 1649 1470 1710 12 -0' PRECAST 306 507 1210 ism2046 25N 3191 12 -0• PRECAST 111 370 12 -0' PRECAST 383 3N 478 587 an 763 607 1210 1696 2048 26N 9171 440 9/0 1900 1680 1314 /476 13 4' PRECAST 270 433 1046 1305 t732 2157 2636 13'�• PRECAST 82 298 13'-4" PRECAST 306 303 393 484 575 e45 414 1045 1385 1732 2316 2N6 396 780 1057 1312 1071 1203 14'-W PRECAST 254 388 978 t2M Iwo 1968 2279 14'0 PRECAST 71 293 14'0 PRECAST 279 278 300 443 626 we 390 978 1272 IWO 19M 2389 717 901 1192 975 1133 14'$' PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R.283 14'-8' PRESTRESSED 4M ISM 628 740 805 4w 1079 14M MAI 2277 2712 003 RO 1237 1474 1715 15'4• PRESTRESSED N.R. "R NR NR NR NR NR PRESTRESSED N.R. 262 15'-4• PRESTRESSED387 IM 464 574 684 793412 1014 1340 1703 2118 2513 61e 908 1134 1353 1572 1T-4' PRESTRESSED N.R. NR NR NR NR NR NR 1T�' PRESTRESSED N.R. 183 1T 4' PRESTRESSED 326 365 451 587 690 3w 8N 1121 1413 1799 2047 506 720 501 t135 1312 19'-4• PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 148 19'-4" PRESTRESSED 102 2N 348 430 513 505 236 738 goo1200 1467 1716 106 429 623 809 950 1098 21'-4" PRESTRESSED N.R. NR NR N6 21'4• PRESTRESSED N.R. 125 21'4' PRESTRESSED 142 381 464 527 N6 $3 639 03 1038 1188 142 373 373 537 537 NO ete 943teo 94322'-W PRESTRESSED N.R. NR NR NR NR NR 22'-0' PRESTRESSED N.R. 116 220 PRESTRESSED 137 228 290 3N 428 407 165550 784 992 1203 MNR 137 358 513 6N 779 9wNR 24'-0" PRESTRESSED N.R. NR NR NR 24'-W PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 245 302 360 418 129 460 664 B2A 1014 124 319 456 581 e87 79s - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 wwwAbdesigngroup.com AA N: 0003325 M � O WIN, V I i i i i 9 ABBOTT PARK LOT #27 BLK #11 PROJECT 04181.00t-2711 MODELe 3EEB "2260—ELSTON" GARAGE NWIDNIG: RIGHT PAGE: SAFE LOAD TABLES 160 M2H E C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 Wl (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE NTH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. 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. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LES SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAYICOFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6' FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 8 BASE PLATE OR REMARK DESCRIPTIONM REINFORCEMENT 4x4 (31/2113 1/2') HTT4 W/ 5/e' DIA. x 5" EXP. SYP. PT, WOOD POST I BOLT r-------� FIRE L- — — — — — — — J FLOORB�� 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS - ELEV. VIEW PRE-ENG. FLR. JOISTS 3W PLYWOOD I DRAFT STOP .� PRE-ENG. FLR. JOISTS 1 'l 11 f1 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS SIMPSON LGUM26SDS W/ (4) 3/8" X 4" TITEN HD ANCHORS TO CMU 8 (4) 1/4" X 2 1/2" SDS SCREWS TO BEAM � �J II II II II II II II II II II II u u u u 1 n u u n n n u n II I III it 11 it II II II II II II III II II II II II it II II II II II'� Ire --II II II II II 11 uc ,nn 11 11 1I 11 11 1x yII 11 11 11 n u u u u Ih u u 1 11 n n n u u tcll 11 11 1111 11 11 II 11 II II II II II II II II II "�%) II II II 11 SECURE 2X12 HDR I1 1I 11 11 TO 2X8 HEIR MTS-20 I II I I II it WI(14) 0.14812 1R' DBL STUC 1 NAILS it II 11 II �� m x _ —SAL' STUDS EN 11A ■ ■ ■ � 3 SIMPSON HETA 16 W/ (2) 1/2" WOOD PANELS DBL T n n u u u n n II II II II II II II II II II II II II II II II II II II II II 11 111. iiFJ1Il !1 10. It 11 11 11 11 11 11 11 II II II II II II II II II II II II IF-� II II II II II II II II II II 11 11 II 11 11 II 2 4 II D BE BEARING RII 11 11 WALL WI SYP NO. 2 11 IIII STUDS ®16- C TOP OF WOOD II u u WALL EL 8'-0". I1 SECURE 2X12 HEIR L PROVIDE DRAFTSTOPPING TOLBWWIMTS-20===ALONGTHISTRUSSASTO - W/(14) 0.148-x 2 1/2" LIMIT AREA TO 1000 S.F. NAILS PER FBCR 502.12 `SIMPSON HU26 Wl(4)//4"X ----- - -23/4 TITEN 2 ANCHORS TO=------- CMU 6 (2) 10d X 1 1/2' GALV. NAILS TO TRUSS PRE FABRICATED IJOIST ® 2424=0.C. MAX �l?iYiiiE�13®i>i2lE — — — — — — — — — — — — — — — — — — — — FLOOR FRAMING PLAN SCALE: 1/4" - V-0" IJOIST 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com L AA Y: 0003325 164 Y o A sXMDIV. ae LOT: ABBOTT PARK LOT #27 BLK. #11 PltOJZOT 04181.00�-27111 MODZLI 3EEB "2260-ELSTON" GAMAOZ NWINCk RIGHT P/WZ: FLOOR FRAMING PLAN 160 MPH E C A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO TRUSS EH2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3;" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }'NAILS TO GIRDER 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 'ROOFNVAUJFLOOR SHEATHING FASTENER SCHEDULE" NOTE. A PT SYP 02 2' x 4', 6", 6' x 4'-U' 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 24' O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1A 1B 1C TYPICAL TRUSS/ SALE 34 -0 GIRDER CONNECTOR(S) 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/6' GYPSUM BOARD OR 12" HIGH STRENGTH CLG. BOARD SECURE IJOIST 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. ��K 8BY3 PROVIDE OBL. TOP PLATE THOOM 4500 3/4" WOOD PANELS PROVIDE BLOCKING 6000 (2) I- WOOD PANELS 12" GYP. WL. BD. BO (2) 12" WOOD PANELS 90 2x LUMBER SEE SHEET to FOR NAIL SIZE AND PATTERN DI -JOIST CONNECTION @ L.B.W. BCALE:3l4"=l'-0" (NO UPLIFT) OUTER 1(3 OF SPAN ONLY PLATE DEPTH 1/4'13 —HOLE EDGE >5/8" —HOLE DIAMETER < 2/5'D SGL. STUD HOLE EDGE �5/8" HOLE DIAMETER < 3/5'D DBL. STUD STUD NOTCHING AND BORING LIMITS O SCALE: 1 1/2'=1'-0" ENGINEERED WOOD TRL ® 24" OIC, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 1 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE. A PT SYP #2 Tx 4", 6", B" x C-O" MAYBE ADDED W/ 10d NAILS, 2 ROWS, 3" OAC TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. X­A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS J' x 2 }" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2)1' x 5" TITEN HD TO CMU AND (18) BIDS J" x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d (2) }" x 5-TITEN HD TO CMU AND (18) SOS i" x 3" GALV. COMMON NAILS. 112 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12"Olc SEE SCHEDULE SOLID, B' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) S 2B 2C TYPICAL ROOF GIRDER CONNECTOR(S) SCALE 34"=1'-0 LSTA12 20 GAUGE WI 10dx1/2 HOG COMMON NAILS. ® EACH END TOTAL OF 10 8EM B4C n BIACK THC OM 4500 3/4' WOOD PANELS 6000 (2) 1?' WOOD PANELS 60 (2) 12" 1AA70D PANELS 90 2x LUMBER LVUIJOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB B (18) l6d x 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB \LVL/WOOD POST CONNECTIONS 5 r SCALE: 3/4"=l'-(1 A - SIMPSON IUS1.81/16 G < 1400 LBS U <70 LBS W/ (2) 3/4"' WEDGE-BOLT/J-BOLT 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL017241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4" WEDGE-BOLT/J-BOLT, 6' MIN. EMBED (14) 1Dd GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G < 2900 LBS, U <210 LBS W/ (4) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-lr2' GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS. U < 210 LBS W/ (8) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)1O&l-1/2' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE 3/4"=l'-0" 8'-0" MAX (W/1X4) ,2R 10'-O" MAX (W/2X4),,, 01100 UPLIFT SIMPSON — HTSM20 W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4' TITEN 2 ANCHORS TO CONT POURED LINTEL # 19M UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WI10 10d TO TRUSS AND (4)1/4" x 2 ll4" TITEN 2 ANCHORS 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 (2) 2X4 No.2 SYP DIAG. — BRACE WI (3)12d ® EA TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0' TO 30'-0" (1) "X" BRACE 30'-l" TO 60'-0 (3) "X" BRACE (1) "X' BRACE ® CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - DIAGONAL SEE ARCHITECTURAL .CHORD PRE-ENG GABLE TRUSS CING, SEE V FOR LOCATION STIFFBACK (AS PER —/ NOT BE UIRED TRUSS ENG) CHORD OF )D ROOF TRUSSES lx4 BTM. CHORD BRACING 64Y'O/C END WALL OR OTHER MAX., OR 214 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD /+ /� /� INTERSECTION TYP. BTM CHORD BRACING 6 SCALE'. 314"=1'-0' 24" 2C MAX. w/ IJOIST SPACING 8" MAX. END w4 JOIST Tw rvP P ACING SEE FRAMING PLAN ENpp OF LN% MAX MAX LEDGER BD. I? ExP. ((1�2XB SYP P T. LU FROM (2 2X12 SYP P.T IIW EXP. BOLT'}BOLT NYS LEDGERBOAM W EDGE DOER BOARD TO BOLT/! -BOLT WY 2' WASHER 8 S 1?' TO BE USED I. ENSURE TINT EXP. BE USED WITH IJdST WASHER 8 51? MIN. EMBED. (T)P) YITH IJOIfiT BOLTS/J-BOLTS ARE PLACED MIN. EMBED. (TYP) INTO GROUTED CELLS, B' ALL AROUND BOLT FRONT 2. SPUCE OF FRONT AND REAR LEDGER LEDGER SHOULD LAP A MIN OF Z 4'-T Z 9. ALL BOLTS TO HAVE WASHERS (2) 2XI2 b 4. EXP. SOLTS/,I-BOLTS SHOULD SYP PT NOT BE ANY CLOSER TI4AN 0" 2 C. 5 Z 5. ONLY LEDGER IN DIRECT E (2)2X8 CONTACT (REAR LEDGER) WITH REAR SYP PT CMU REQUIRED TO BE P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE ETD SPACING CENIW SPACING A DOUBLE SYP 2x8 I 1/2' 6' MAX. 24" O/C MAX. B DOUBLE SYP 2112 (2) 34' 8" MAX. 24" O/C MAX. I -JOIST WOOD LEDGER DETAIL 10 SCALE 3/4"=T-(7' SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x 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/ 12d's B" O C. MAX CONT, 2x4 SECURED W/ (2)10d's ® EACH TRUSS TO BE INSTALLED 101-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENGID TRUSS 6DALE 3°"=,'-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 SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. ALTERNATE MATERIALS r SCALE: 3/4"=1'-0" 1441 Ni RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407.774-6078 FAX 407-774.4078 www.abdeslgngroup.com AAP:0003325 i � �rB E f aysDty aLour. ABBOTT PARK LOT #27 BLK. #11 PRO" 04181.00 -27111 MODZ r 3EEB "2260-ELSTON" GARAGE DIMING: RIGHT PADS: DETAILS (I -JOIST) %160 MPH EXP. C SIMPSON H6 W/(8) 80 COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON H6 W/ (8)00 COMM--- EACH END IJOIST LVLJ PLATE STRAPS W/ 10d x , 12" HDG NAILS WALL / FLOOR FRAMING, WOIST PARALLEL TO WALL 2 SCALE 3W=V-U' PRE-ENG GABLE TRUSS 2.4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O SHEATHING SEAMS) (BLOCKING PRE-ENG'D WOOD TRUSS (TYP) ® 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK - W/TRUSS PLAN W/ 1Q" DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 6' O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) tOd's ® EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG �GABLE TRUSS @ CMU WALL V SCALE'. 3/4"=l'-0" 6' CMU WALL— REINF PER PLAN (2)2x4 P.T. W/ - MASONRY NAILS a 171OC. 1X2 FIRE -STOP - STRAP TRUSS TO PL. SEE SCHED. BELOW TRLM TO TOP PLATE A-SIMPSON MTS12 U < 9W LBS W/ (14)10d GALV. NAILS. B - (2) SIMPSON MTS12 U < 1420 LBS W/ (14)10d GALV. NAILS EA STRAP SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 12' COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx 3' REFER TO NAILING SCHEDULE ON SHEET SN1 FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS IJOIST (SEE FRAMING PL) DBL 2X12 SYP M2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL 4 u PRE-ENG ROOF TRUSS 5a' GYPSUM BOARD OR 1rZ' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 214 OR 2X6 WOOD BEARING WALL WI SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE 70 BE PT. PROVIDE DBL TOP PLATE PROVIDE BLOCKING 12" GYP. WL BD. SECURE BT. PLATE TO SLAB W/ 117W WEDGE ANCHOR W/7' WASHER SET IN HIGH STRENGTH EPDXY 5-117' EMBED. MIN. Q 16' OC MAX. TRUSS CONNECTION @ L.B.W. 9a 9b SCALE 3/4"=1'- REFER TO NAILING SCHEDULE ON SHEET SN1 FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS OBL, 2X8 SYP 02 LEDGER. SEE BOLT SCHEDULE, 10IS31A 6' CMU WALL— REINF PER PLAN r 0 UT U MEZ PER ELEVATION 24" M -JOIST (SEE 2x4 P.T. CEILING FRAMING PLAN) NAILER W/ MASONRY NAILS a17'OC. IX2 FIRE -STOP SECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL 4 SCALE: 3/1"=1'-0" ROOF TRUSS 4x4/4x6 SYP NO. 2 WOOD POST TO SLAB. SEE SCHEDULE BELOW FOR CONNECTION FLM77239 • o• •:0 : ,,,,� A,,,- ,,,,_ TRUSS/V1/OOD POST CONNECTIONS 1 VQ 1 VU 1 VL. SCALE: 3l4"=1'-0" TRUSS TO POST CONNECTION A - SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4'x3'SOS, (1) 5/T- A.T.R. TO HDU4 AND (10)1/4" X 21/7' SOS TO POST POST TO SLAB CONNECTION A&B - SIMPSON ASU44Z POST BASE <U.1,900 G5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U,2,300 G.10,335 W/ 518 DIA. x 6' EXR BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5'6' AB. WITH MIN. 7" EMBEDMENT TO SLAB 8 (26) 16d x 2-1/2' NAILS TO POST. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774AO78 www.abdoWgngroup.com -- AA M: 0003325 _ J Bill-o 4 POOR A. L074 ABBOTT PARK LOT #27 BLK. #11 P1t0jwT# 04181.000-27111 MODMIA 3EEB "2260-ELSTON" aAAACM IN IMO: RIGHT PAOl: DETAILS (I -JOIST) 160 MPH DR C 21'4r 8'-0" 4 S2. b t4 to N '4 b i OL"p'-4 114" TOPY OF .ECK U S a Y i OPEN i io io N `v 5'4" 2'-8" 9'-0" 6'-10" 5'-10" 29-8" SECOND FLOOR DECK PLAN SCALE: 1/4" - 1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774 4078 www.abdesigngroup.com L AA M: 0003325 9 ay� R EtMDIV. a LoT ABBOTT PARK LOT #27 BLK #11 11plito" 04181.001-27111 MODZIA 3EEB "2260-ELSTON" GARAaa OWING: RIGHT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C 4 0- LAP TOP PLATE A MIN. OF 48" 1- AND NAIL W/ 16d COMMON NAILS, 2-ROWS, P' O.C. BTM. LAP TO OCCUR OVER STUD s 3l4" DIA. x 6' MIN. EXPANSION BOLT W/ 3x3 OVERSIZED WASHERS PLACED 16' O.C. 4" MIN, CONC. EMBEDMENT 2x HEADER SEE PLAN FOR SIZE AND QUANTITY PROVIDE Ix WOOD OR 1/7' PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6,10C SHORT 2( STUDS —� BETWEEN HEADER ABOVE AND FRAMING DIRECTLY ABOVE WINDOW SECTIONA-A I � SHORT 2x STUDS BENEATH WINDOW SILLS 2x MID -HEIGHT BLOCKING ro AND ANY PLYWOOD SEAMS W/ (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR END a> SIZE AND QUANITY 1- PROVIDE 1. WOOD FILLER(S). 0 NAILS ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' SIMPSON H10A W/ 10d x 1 1/7 O.C. GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 ALL HOLES OR SPHB TOP 8 BOTTOM 4'-O' MIN. TOP PLATE SPLICE le STUD PLATE TIES w/ tod z t AND NAIL W/ 16d COMMON 1R" GALV. COMMON NAILS NAILS, 2-ROWS, 4" O.C. (AT EACH STUD) FILL ® EVERY HOLE. DO NOT USE - 3' LONG NAILS DBL. TOP PLATE CONT. 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/7' PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' O.0 (1) 2x6 FLAT TOE NAILED TO JACK STUD 2x NAILED INTO INSIDE AND OUTSIDE PLY OF FILLER BELOW W/ 16d COMMON NAILS, 6' O.C. (3) 2.12 HEADER PROVIDE DBL. TOP PLATE 1/I' PLYWOOD FILLER(S). NAIL ALL TOGETHER W/16d CONT. COMMON NAILS, 2-ROWS, 6' — — O.CN N � 4 21c12i 1s 21g' 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/7' PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" O.C. SINGLE BTM. PT PLATE (AT TOP PLATES CORNER, J y (: BTM. MEMBER OF TOP —� �1--HR.11 PLATE SPLICE MUST LSTA18 W/ 10dx3' GALV. COMMON OCCUR OVER STUD NAILS, (7) EACH END TOTAL OF 14 NAILS. APPLIED TO INSIDE FACE 2x MID -HEIGHT BLOCKING (1) 2x FLAT TOE NAILED TO AND ANY PLYWOOD SEAMS *�4" TYP. ONLY FLN17244 EE SCHED OR N STUDS JACK STUDS W/ (2) 16d NAILS EACH END NDER FADER m SEE SCHED OR N FULL EIGHT 2z STUDS 4" 4" 7YP. NP. I 3X3 OVERSIZED WASHERS PLACED 4" 3T O/C 6' MIN CONC.EMBED. TYP. 3T MAX. „„,.,,.,, .- (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3' O.C. (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3' O.C. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2)2x6 1 (3)2x6 (2)2x8 (3)2x8 (2)N10 13)2x10 (2)2xl2 (3)2x12 BTIDBPMJKi01T0.0. 9TLDBPAOM02P0.C. 0-2R ¢ 2 2x4 2 2x4 2 2x4 (3) Z,4 (3)2z4Wj SPAN KINGS SPAN KINGS (2) (2) (1 ( 12x8 (2) 3 - 4 R 5-6R 0-2R 3-4R 1 2 0-2R 3-4R 1 2 2x4 2x4 2 2x4 2 2x4 2 -4 -(T)Mr2x6 (2)2(6 ( )2x6 (2) 2x4 2z4 2x4 2 2x4 2 2x4 2 2x42x4 5-6R 3 5-6R 2 F % (�)7-8R 3 7-8R 3 2x4 214 Z(4 2x4 2 2x4 2 2x42x47-eR 9-10R 5 11-1OR 3 2x4 2x4 2x4 2x4 2 2x4 2 2x42x4 10-12R 5 10-12It 4 10 - 12R 2x4 2x4 2x4 2x4 2x4 2 2x4 TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL 16'MAX, I # 16'MAX. 16, MAX. PROVIDE (3) STUDS 0 CORNERS LAP TOP PLATE MEMBERS PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" B TOGETHER W/ 12da 17'0 .C. PROVIDE (3) STUDS Q CORNERS LAP TOP PLATE MEMBERS C1 PLACE 300 ROOF FELT BEHIND VERT. STUDS SO AS TO SEPARATE WOOD AND MASONRY/ CONCRETE(TYP.) 17DIA SIMPSON TITEN BOLTS 6' MINIMUM EMBEDMENT INTO GROUTED CELL, 6' FROM ENDS AND 16, OR:, VERTICALLY MAX NAIL STUDS TOGETHER W/ 12d Q 17' O.C. (2) 2x TO BLOCK ON 2x6 S 2x8 WALL PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SHEATHING ON INTERIOR OR EXTERIOR OF WOOD WALL TOGETHER W/ 12d Q 17 O.C. PLYWOOD SHEATHING,- SEE"ROOFAVALUFLOOR SHEATHING FASTENER SCHEDULE" C2 -— EXTERIOR MASONRY / WOOD 2 CONNECTIONS SCALE: 1 12"=1'-0" 12" DIA. SIMPSON TITEN BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16, O/C, VERTICALLY MAX PROVIDE (3) STUDS Q CORNERSLAPTOP PLATE MEMBERS 16' MAX. D PROVIDE (3) STUDS 0 —J CORNERS LAP TOP PLATE MEMBERS NAIL STUDS--/6 TOGETHER W/ 12d 0 170.C. PLYWOOD SHEATHING, SEE -� 'ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" C3 A (1) 2x TO BLOCK ON 20 WALLPLACE 300 ROOF FELT 12) 2x TO BLOCK ON 2x6 8 2x8 WALL BEHIND VERT. STUDS SO AS TO SEPARATE WOOD AND MASONRY/ CONCRETE(TYP.) J."I N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774 1078 FAX: 407-7744078 www.abdosigngroup.00m AA Y: 0003325 r Y a MGM a. Vc ABBOTT PARK LOT #27 BLK. #11 PROJMT# 04181.000-27111 moDs1j 3EEB "2260—ELSTON" GARAa! BMWING: RIGHT PAO)i: DETAILS 160 MPH EXP. C i 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 23'-4" PH: 407-7746078 FAX 407-7744078 17'-8" ..ebdeslgngroup.com AA M: 0003326 '9 !Q N b N m v b N W N b 2-4 N Zo 4 Y m 12'4" 18'-2" SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-D" life6 U; Qg� sUBDrv. ac LOT ABBOTT PARK LOT #27 BLK. #11 P11tOT 04181.0011-27111 MODZL1 3EEB "2260-EL,STON" GAitwas BWMO: RIGHT PAOZ: SECOND FLOOR DOWEL PLAN 160 MPH W. C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) lDd x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Dd x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x / 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'$ SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. B. LINTELS SHALL HAVE 4' NOMINAL BEARING (41. 9. 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. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCRIPTION REMARK tO (2)2x6 (2) 2X12 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O. O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (PsI) ft SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING Bel MASONRY 3000 Bx16 (1)NS (1)Nfi WA GROUTED SOLID BB2 MASONRY 3000 8x8 11) a WA GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407.774.6078 FAX 407-774-4078 www,abdeslgngroup.com AA Y: 0003325 J Y C C SLTSDN Ie LOT: ABBOTT PARK LOT #27 BLK. #11 PROJEOT 04 81.00t-27111 MODEL, 3EEB "2260—ELSTON" GAisAGE swsNO; RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES 160 MPH ER. C "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST 8, PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BU8 MIS 8-1T 1T 1T 1T -1T TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH IT 8/18-1T V20.1T 8124-1T =114T 8f32-IT BIB-1B 161T// 1Tn 1m 1TN 1T/1 ebzr en6zr erta2r 6rt4ar 6nezT er32-2r T-61 PRECAST 1436 952 3114 4217 5321 6428 7531 T-V PRECAST 689 1024 Tor PRECAST 1509 3624 4304 6263 0132 7001 2486 611s 83� 7708 9091 10000 16M ssat 4391 6289 8152 7001 4'-0' PRECAST 1065 700 2305 3125 3946 4786 5587 4'-0' PRECAST 514 763 4'-T PRECAST 1383 3000 3815 AIM 6325 6079 1901 6113 7192 6624 7627 8751 1383 3000 3815 4670 5325 W79 4'-0' PRECAST 819 533 1770 24W 3033 mm 43M 4W PRECAST 398 591 4'4' PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 e762 041 7565 1207 2707 3375 4043 4711 5379 5'4' PRECAST 831 1247 19DB 25W 3123 3686 42A9 4' PRECAST 411 411 5 4• PRECAST 1010 low2374 2044 3513 4084 1319 44e0 7198 7342 57W am5' 1016 Me 28M 3399 3961 4084 5-10• PRECAST 817 1024 1631 2090 2649 3009 3470 5'-10' PRECAST 340 339 5'-10' PRECAST 909 14M 1971 2443 2915 3387 11e1 3693 5877 8038 6648 5776 on 2080 2593 3107 3620 033 8-0' PRECAST 692 1139 3227 3031 3707 4383 5061 8-0• PRECAST 410 721 8'8' PRECAST 836 1201 1578 1955 2332 2700 1139 3227 45M 7054 1� 8825 e36 lees 2320 2700 1 3261 3712 T4' PRECAST 570 938 2408 2205 2888 3191 3886 T4' PRECAST 303 534 T4' PRECAST 716 900 1161 1462 1743 2D25 939 2498 34M 4954 7087 8472 727 1021 20M 2426 28V 3228 9 �4' PRECAST 428 839 1593 22D4 2481 2018 2821 9 4' PRECAST 192 384 9 4' PRECAST 454 586 767 948 1120 1310 1574 2296 3081 4099 49pq 67Y 1318 1643 1969 2184 2519 10-0' PRECAST 3g8 487 1247 1767 1904 2163 2028 10'-0' PRECAST 151 301 10 6' PRECAST 366 488 612 755 899 1042 550 W 1� �1 = 3764 504 1190 1472 1783 1710 19M 11'�• PRECAST 330 644 1312 1742 2252 2888 3830 11'4" PRECAST 132 417 11'4' PRECAST 4W 4W630 653 777 872 544 1312 1742 2262 2888 3662 486 1042 1372 1843 1470 1710 17-0' PRECAST 308 507 1210 1598 2048 2588 3191 12'-0' PRECAST 111 370 12'-0' PRECAST 383 308 476 587 698 783 607 1210 1686 2018 2586 3171 440 940 1300 1680 1314 1478 13�' PRECAST 270 433 1045 1365 1732 2167 2535 13'4' PRECAST 82 298 13'4' PRECAST 308 303 393 464 575 646 414 1045 1305 1732 2316 2ap6 396 700 1057 1312 1071 1203 14'-0' PRECAST 254 386 97e 1272 1806 1989 zm 14'-0' PRECAST 71 293 14'-0' PRECAST 279 278 380 443 525 we 390 978 1272 1808 low2309 378 717 961 1102 975 1133 14'-0' PRESTRESSED N.R. NR NR NR NR NR NR 14'$' PRESTRESSED N.R. 283 14'-8• PRESTRESSED 230 422 508 82e 746 855 458 1079 1429 1824 2277 2712 246 e68 p60 1237 1474 1716 18-4' PRESTRESSED N.R. NR NR NR NR NR NR 1S4' PRESTRESSED N.R. 252 15'-4' PRESTRESSED 224 484 674 412 1014 1340 1703 2118 2513 230 618 908 1134 1353 1572 1T�' PRESTRESSED N.R NR NR NR NR NR NR 1T4' PRESTRESSED N.R. 183 1T�' PRESTRESSED 187 320 355 451 587 680 900 am 1121 1413 1730 2p47 192 500 720 601 1135 1312 19'4' PRESTRESSED N.R. NR NR NR NR NR NR 119'4' PRESTRESSED N.R. 148 19'4' PRESTRESSED 162 266 348 430 513 595 235 738 959 1200 1467 1716 16s 420 623 803 950 1098 21'-4• PRESTRESSED N.R. NR NR NR NR NR NR 21'4' PRESTRESSED N.R. 126 21'-4' PRESTRESSED 142 219 308 381 454 527 180 ISM 833 1036 1168 1408 142 1 373 537 NO 816 943 22-0" PRESTRESSED N,R NR NR NR NR NR NR -0' PRESTRESSED N.R. 116 27-0' PRESTRESSED 137 228 290 359 428 497 165 550 764 902 1203 1381 137 358 513 869 7n 900 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR 24'-0' PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 245 302 380 418 129 450 654 824 1014 1147 124 319 455 591 087 1 793 -ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTT S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngioup.com L AA •: 0003325 r � o RYR W f 0 8U33mv. at L015 ABBOTT PARK LOT #27 BLK. #11 FRO J>m " 04181IM-27111 MODRLe 3EEB "2260—ELSTON" GARAGE 8N5FG: RIGHT PAGE: SAFE LOAD TABLES 160 MeH E . C L W)093M DATE: 4/06/21 BCAL.E: 1/4"=V-0" B*Ec= S5.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFC-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. 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. 10. 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 PBS36, .177" 'x 2 718" LONG, WITH WASHER a 18' O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0-, FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST W FROM THE CENTER OF THE COLUMN, ROOF FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32780 P14: 407-774.8018 FAX 407-7744078 � www.abdeslgngroup.eom AA M: 0003325 h � FO d OunD:v. as LOT: ABBOTT PARK LOT #27 BLK. #11 PROJMT# 04181.000-27111 MODEIA 3EEB "2260—ELSTON" GARAGE OWING: RIGHT PAGE: ROOF FRAMING PLAN 160 MPH EXP. C OAaE-flO ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 •61.20 PSF (71.20) ZONE 3 • 70.70 PSF (90.70) ZONE 2e • 70.70 PSF (80.70) ZONE 3e • 82.90 PSF (92.90) ZONE 2n • 8240 PSF (92.90) ZONE 3r • 90.80 PSF (100.80) ZONE 2, • 82.90 PSF (92.90) W- 4'-0- END ZONE DISTANCE BASIC WIND SPEED: ISO MPH EXPOSURE CATEGORY:"C. RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/37' STRUCTURAL SHEATHING EXP 1 4020 FOR CEMENTITIOUS TILE AN METAL ROOFING, ( ), D O NG, USE MIN. 19r"' STRUCTURAL SHEATHING EXP 1 (402O)(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 1Od RING SHANK GUN NAILS ®4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4- OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE SIR. SHANK ASTM 10d RING SHANK 2 12' 0.131 F1 SCREW SHANK 170,000 RING 'IN RINGS PER RSRS-03 Bd RING SHANK, 2 3/B" 0.113 R 667 SCREW SHANK INCH) Sd RING SHANK, PNEUMATIC 23/B' 0.113 F1867 SCREW -NAILS RSRS-01 ROOF SHEATHING EXTERIOR SHEATHING Z USE 1/7' CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" 9 O O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP 8 3 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT B' O.C. AT m INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACH EMENT SPACING ZONE 1: 10d NAILS 4" O.C. ON EDGE AND 8" O.C. IN FIELD NOTE. GABLES -DROP GABLE END 8 (1) ADD'L DROPPED ZONE 2e, 2n, 2r: 10d NAILS 4" O.C. ON EDGE AND 4" O.C. INFIELD Q TRUSS 2X4 92 SYP OUTLO.KER RAFTER W/ BLOCKING ZONE 3,3e, 3r: tOd NAILS Q 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16"0 C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING ® 16" O.C. FIRST 4 BAYS W/ (2)120 NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED BLOCKING PER NAILING SCHEDULE AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS Q 4" O.C. ' .- TOP 8 BOTTOM EDGES .. a z z 0 o QZ W 2 � N U z 0 rn zw O Ow C 1. RING SHANK GUN NAILS U SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING .0 \ z< J\ R �Ag 2' DECK SCREWS 0 S"A" O.C. MAX EDGES 8/7' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. N4" T8G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33C33A MAXIMUM AGGREGATE Siff SHALL BE 314' STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS . CONSULT PROVIDE g%AIR B4IFWNED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2020, 71N EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMlSRE07K. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 315.14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE N0. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF pRpylpE g#N CONTINUOUS POLYETHYLENE VAPOR BARRIER NEN&tANE UDER ALL SIA&SONl 0U1q WHERE OpICA7gI pry AL CONMS BARRIE MEMERIVE INUOUAPPED ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS �VA� S BONES AND SEALEDVAPOR E PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SWILL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. HAULS, SPIKE, BOLTS USED EXCEPT VMERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORMAAORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAIUNG PER FBCR 2020, 7BI 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 RESPONSIBIUTY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE4XMNS. WELDED HARE MESH, SHALL BE ASTM A1084/A10B4M, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SUBS SHALL WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WTH 2' CHAIRS SPACED T-O' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WTH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESSGRAOE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM ASISA615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pd AND VERTICAL BARS SHALL LAP 6 K BAR NO. UNSCHEDULED FIELD UPS ARE SUBJECT TO ENGINEERS REVIEW. 20 pd TOP CHORD tl—rMAlrlenl TYP. MIN UPS SHALL BE AS FOLLOWS: 44 BAR - 25' NB BAR - 38" 70 pd BTM CHORD-nmconwrteM /5 BAR - 30" 07 BAR - 47 PROVIDE 36' c 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. 18 pd TOP CHORD 20 psf TOP CHORD (7 Pit W/ ASPHALT SHINGLES) 00 P f w/ NO GYPCRETE) 10 paf BTM CHORD 5 pd BTM CHORD DEAD LOAD TO RESIST WHO UPLIFT. 1Opsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 Pat CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A448/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WTH TPI-14, -DESIGN NATIONAL STANDARDS FOR METAL-PLATECONNECTED-WOOD TRUSS CONSTRUCTION., AND 'BCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METALALATE-CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88'. 1990. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 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 WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =ISO MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-18 (FBC R2020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS. UNINHABITABLE ATTIC WITHOUT STORAGE' 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE. 2DPW, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 3W,, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40Psf, GUARDS AND HANDRAILS'. 200pd, GUARD IN -FILL COMPONENTS: 5OPet, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40pd, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOW NG 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' (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE RENEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PUNS ARE PROVIDED TO FACILITATE THE 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 THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS DIMENSIONS, . E ETC BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PUN SHALL SUPERCEDE TNENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE frn = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. HAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SMALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT RENEW HALL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACINGCONCRETE F I ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWNGS (CONTRACT DOCUMENTS) ARE PROHIBITED NC OR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WT WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERMSE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pd. FOOTING TYPE "M- OR "S- MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTUNED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3f8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM 0-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS NAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBW PROPOSED MX DESIGNS. WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED F M- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94C9/Y OR MEASURING MXWG. TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME TAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY W SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUrES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. RE RED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS'. A 3' FOR CONCRETE CAST AGNNST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS). B. FOR CONCRETE EM-05 D TO EARTH AIO,OR WEATHER 1-1/2'FOR IS AND SMALLER Y FOR M AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1 Art FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM AWA36M, Fy - 361m FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A50OIA500M, GRADE B, Fy - 46 k. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 Wa TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AEvtIG1roN 9xE 9RApNG RFJIArae AavLiGMN SI1f TVGE ePAC NO gEMARIW I.aoTruR T. — U, w�R�]®mL NNLII LOAD e,� GrRwEDOOReLcyc TO YASONRVA?'xK TAvcon M.9gary ASiENER 90A: T. SOLO. AL EFT DOORS a r CAEE IIARDEtm COa YpC 9TAOGERFD NNMWORI FASTENED �iMO MASOrNT.CONC MW011 wtV�bA R IXPul4OV BOLT Iractx OA' M'_(l Owl AWED BEND i E TEDDE tlaT� wNocw euac %nDENED DaL rac CONTACT THIS ENGINEER FOR SPACING —LONG REQUIREMENTS h R. e e NOS W,EgtER FASTIER I� t wr VN9tER E BOLT b « , T MT EDGE O& A 1t? �« Ei To eTEE .SEE i wASNER RED rE wEDGE piST t? I STAPLES SHALL HOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS. W NDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SRALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAILED ABOVE 8, WNDOW AND DOOR BUCKS SHALL BE AS WIDE OR W DER AS THE DOOR OR WNDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. 1. MEMBERS ARE KAILED AND 2. MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesWgroup.eom AA M. 0003325 J r b Y 9tMD2V. & LOT III ABBOTT PARK LOT #27 BLK. #11 PROJECT 04181.000-27111 MODEL& 3EEB "2260—ELSTON" GARAGE awIr7G: RIGHT PAGE: DETAILS %160 WH E C 0 a © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 70 STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS -72 ® FASCIA J-CH/ 8" MAX. DETAIL A FASCIA O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 7Q STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLES INSTALLED 12" O.C. MAX (INTO OWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN @ ,,STAPLES INSTALLED Q7 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. J" MAX -fll I - DETAIL DO STAPLES INSTALLED. J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS Q SOFFIT-'"' (D J-CHANNEL-/ J" N DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN 'L'---R ram --SPAN 'L SEE DETAIL 'A' _,/O- SOFFITS _110� SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSSMO / BY OTHER EMB. X2 WOOD BATTEN 0 ` DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHO 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7� STAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS Q 11 1X2 WOOD BATTEN /-2X2 WOOD BATTEN 10 EAVE WIDTH HEAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) 11 v"—CONCRETE; OFFIT� CMU OR WOOD SEE DETAIL'D' SEE DETAIL'E' (NOTEA) EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END Q S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) �CONCRETE/CMU OR WOOD (NOTE 1) 3Q J-CHANNEL a" DETAIL C J-CHANNEL TRUSS/JOIST/RAFTER BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. if DETAIL A 12 AA .a 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-7744078 FAX 407-774.4078 www.abdeslgngroup.com AA #: 0003325 b 8 AN b if >lL71QDIV. �e LOT: ABBOTT PARK LOT #27 BLK. #11 PROJECT 04181.001-27111 IWDEL: 3EEB "2260-ELSTON" GARAGE 6TfWG: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C A. SCALE: 1/4"=1'-0" 2*1m T SDZ 1� i� �c)riLm Laky