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HomeMy WebLinkAbout7575 Broad Pointe Dr1.0 a IM 99 a 260-3EEB-- ELSTON-9 9 ""WON !d.°JIU NG h�ipgE:';' �%`, I"r�„ii?++/(��J(ry{ryfi}}Syy'�3 HOMES N.\ iE(�4Y l..» H ;-ign1NANCE OF C4��li�� PLAN EXP` LA 12602 TELECOM L7Ff1VE, TAMPA, FL 33637 Te1: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -nn= gi» ('Apg, ABv. ABOVE LAv. LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 ' TEL: (813) 740-9720 FAX: (813) 740-9715 7TH g MON (202p) -rYa, tocel. can srsrE cows -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -YIN. DTTERIOR FDUSH - CLASS B -BASIC WIND SPEED - Vult=180 MPH VSed=124 MPH -EXPOSURE - C -I -STORY RESIDENCE - -2-STORY RESIDENCE - MAY. HEIGHT AS PER LOCAL AND STATE CODES A/C ALT. BAD CL CAB. CLG CLR CONC. CPT. C.T D. DBL. D.G. Du. DIM DISP. TIP. DR. D.S. AIRCONDITIONPIG ADJUSTABLE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAIN DIAMETER A DIMENSION DISPOSAL DEEP noon DOWNSPOUT LUM M.C. M..'T.. MTD. mnL MIS OC. PL P.B. PH. PLT. PLYWD. PR e.T. R RAD. R.A.G. REP RM. LUMINOUS MEDICINE T METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RERIGERA ORILL REFRIGERATOR ROOM m1/ImAT •STORY Ch&J CONVERSION ARCHITECTURAL SHEET DESCRIPTION mW/a 1 610 SET ISSUED PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AIA—STAIR SECTIONS & DETAILS PG A2—SECOND FLOOR PLAN PG A3G-ELEVATIONS 'G' FRONT & REAR PG A4G-ELEVATIONS 'G' LEFT & RIGHT PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pi -PLUMBING PLANS PG M1-FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN VM/0 1pn FCc UPDATE 020M TONE ELEVATIONS ADDED 0210AS TRUCTION DOCUMENTS ISSUED m4A6A8 p�00TSJG REVISION PER M. BUSES 0114AS TE [-JOIST DETAILS 4 FRAMING PLANS PER M. DOM$ 01AVIO TIOICTION DOCUMENTS RE -ISSUED "As LARD DETAIL REVISED om/1% D TAIL- 'ADDMG BAR TO BOND BEAM' ADDED TO $I2A STATE OF FLORIDA S Q• FT. CALL• S 0215AS T1%ft ID'S ADDED TO FRAMWS SHEET 02451A .w MAINTENANCE PROFESSIONAL ARCHITECT: DTI. D.W. DETAIL DISHWASHER R.O. S.C. ROUGH OPENING SOLID COREEXTDR PG D1-DETAILS 1$T FLR LIVING W� ea FT. m4/mUl9 vISED LMTEL SIZE - ENTRY ROLAND A. ABOUCHACRA AR No. 93723 2ND FLR LtVM 1,353 SG. FT. TOTAL LIVM 2,260 BG. FT. GARAGE 483 SG. FT. ENTRY 64 BG. FT, EA, ELEV. EQ. EXH, M. F6JFX. EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS S.D. SIT SHT. SHTIiG. SHWR, S[M. SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVALS PG WA1-WALL ASSEMBLY DETAILS WbAS UNDATED LEDGER BOLT SIZE 4 WAr-W. m6AUls D LED LIGHTS -KITCHEN BATFNsC01"IB PER MAR. BOIIE'.S OW3As L Bar SPACM REVISED VD/M ED WAD LAYOUT A.B. DESIGN GROUP, LLC. A.B. NORTH GROUP, LC. BLVD. RONALDFR LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 TOTAL 2,111 ea FT. OW& PATIO w SG, FT, F.G. � FLUOR DR FTG. GA. GAR DISP. Q.F.I. GL. FUEL GAS FINISH FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL �OUgND�RiC]RCUIT GLASS SS SL. S .rL SWS TEMP. THK. T.G.C. T_O.S. TYP. SLIDING SLMINGGGL SS SSTANDARDHEAR WALL SECTION TEMPEREDOLASS THICK TOP OF CURB TOP OF LAB TYPICAL PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS mUm a USP COMECTORB WTH SFJPWN CONlECTORB 03AMO 8ED DETAIL ON SHEET 02 OPT. V-m' CL& W.T.PG 05/01nO F4VOED STAIRCASE AND STAIR SECTION DETAIL mb/21/20 F`4NTRY DOOR REVISED TO 24 OPT.8'-m' CLG. W.T. mIADVZI mFBCUPDATE STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS PG S1.1B—DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S2-FI DETAILS PG S-FIRST FLOOR LIFT BEAM PLAN AND NOTES GYP BD. U.N.O UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR HEADER W. WASHER xGT. OR HT FIGHT Wi WITH INSUL. INSULATION WD. WOOD INT. INTERIOR W°W' WWI ERWFfrA7Fd2 W.D. WROUGHT IRON DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.lA-DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2.2A-SAFE LOAD TABLES IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3-FIRST FLOOR FRAMING PLAN PG S3.lA-DETAILS PG 93.113-DETAILS PG S4-SECOND FLOOR DECK PLAN CLARIFICATION. PG S4.1A-DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S5.IA-SAFE LOAD TABLES RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE oNSTRUCTION BASED ON THE DRAWING SET. PG S8-ROOF FRAMING PLAN PG SNS-DETAILS PG SDI -SOFFIT DETAILS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com L AA N: 0003325 W it 0 FIT. fsLMDIV. 89 WTI ABBOTT PARK LOT #23 BLK- #11 PROJECT# 04181.000-231 2 MODMI. 3EEB "2260-ELSTON" GARAGE SWINCt LEFT PAGE: COVER SHEET 160 MRH EXP. C f 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 EDMON (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. WM WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5, ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557.2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS, 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7, DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER, 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 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 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -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 Y' INCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED, (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED M&THODS 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 INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUM&NO 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 P3005.2. 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 & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH 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 FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 1 STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-Cl063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & 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. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. R302.7. EXTERKNtCEILSiGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 il4" TYPE'W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AB DESIGN GROUP'$ SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 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 BLVD, LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 www.abdosigngroup.com L AA B: 0003325 -4 �+ $ 5 ro 1BVEi M do LOT ABBOTT PARK LOT #23 BLK. #11 pRojmcT# 04181.000-23112 MODELa 3EEB "2260-ELSTON" GARAGE 8WING: LEFT PAGE: GENERAL NOTES 160 JJPH 4. C DATE: 4/08/21 BCALE: 1/4"=1'-O" a*== GN 29'-8' 1 a O Si2i!illo oli!i!i!ilpli!i!i! io �—� n GMT ROOM i� ol•iui!iti!imi�o Ill CLrA '' If '• '• 14 1� o Q � i• W IV I. If w .� -DATA �• �•• � RISERS .� .; � = . - millillilllu �r olll� oSTUDC GMAGE .. .! 0 oil of 0lll!0 0!;0l FIRST FLOOR PLAN SCALE, 114' " I'-0' SQ.FT. CALL. S IST FLR LIVNG 901 SQ. FT. 2ND FLR LIVING 1,553 W. FT. TOTAL LIVING 2,260 SQ. FT. GARAGE 453 8Q. FT. ENTRY 64 SQ. FT. TOTAL 2,111 SQ. FT. B'r PATIO SO SQ. FT. 0a1/'pBR NO CLllapq ■D LOAD/ eAac rro oroelre Fax a aeoao Goal. ax9MD1 edY1! DoIE RBYHMIOIND IBAN1® MIN, WINDOW IV 5 31/-50 CRITERIA EXTERIOR SWING 18 5 36/-41 DR MIN. CRITERIA SG.D. MIN. 41 5 34/-43 CRITERIA 16010 O.W.D. 112 5 31/-35 Ill SOFFIT 1 5 313/-4%9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = d: 0.18 BLDG. CAT.=D, 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. 00N1110L DAIS 01110 NOTE. -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE &HALL BE SEPARATED FROM THE RESIDENCE . ITS ATTIC AREA BY NOT LESS THAN Ui'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES 15ENEATW HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN V05.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD$. FBCR 2020 (1TH ED.) 302.1 1441 N. RONALD REAGAN Bl LONGWOOD,FL32760 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 m R giunDiv. ae LOT: ABBOTT PARK LOT #23 BLK. #11 PROJECT# 04181.000-23112 MODEL: 3EEB "2260- ELSTON" GARAGE 9F/IIJG: LEFT PAGE: FIRST FLOOR PLAN 160 APH JVVb 202 ID ATIL. 4/06/21 CALE: 1/4"=1'-O" IiEET Al r C Al DBL. TOP PLATE 9 m BAR DETAIL A SCALE, I!1'•I'-®• 42' HIGH NALP WALL IIY CAP (2) 2xd2 HEADER SEE FRAMING PLAN (3) 2x4 DLOCKING, SEE FRAMING PLAIN 3/4' T40 SUD FLOOR GLUED 1 PER FASTENER SGIEUED� SCFIBDILE PRE-ENG'D FLOORING V (SEE FLOOR FRAMI d. S (2) 2xS HE, SEE MAMING STAIRS RISERS TO CONFORM TO Peue 1T14 EDITION (2020) MIN. TREAD-10' MAX RISER-1 3/4' WIS. MAX VARIATION IN RSERSRREADS ADJACENT TO EACH OTHER "'MAX VARIATION IN ANY MSEWTW-40 HANDRAIL CIRCULAR CROSS SECTION DI.4 TO DE I V4' .-V4' OR PROVIDE EQUIVALENT GRAGPADILITY WINDERS- MI. •' WIDE • NA WWW END MIL II' WIDTH • G' FROM NARROW 00 34' MN HANDRAIL W.T. 42NCLOSED ACCEW15LE SPACE WIDER STAIRS SHALL HAVE WALLS. WIDER STAIR SIMACE AND ANY SOFFITS PRDIECTED ON THE ENCLOSED SIDE WITH 1,12' GYP&M DOARDB. FDOR 302.1. �(2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' WEI FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE TREADS TO STRINGER WK3)S 3' SCREWS • EA STRINGER WTNREADED SFIANK TO EXTEND OEYONO TNICI"66 OF GUD-FLOOR SHEATHING Io SEE \ RING PLAN — — — — \ \ C \ \ 1' MAX. I \ \ NOSING \ 10, \ \ STAIR DATA: \ \'I� 42' H. 1/2 CALLW/ PAN. 1• 14 TREADS • \ 10'. P NOSNG \ 3/4' WJdK J 1N1 _ PLATE X1IN • EA 2 STRGER \ SECURE =4 6'-0' O.C. \ O 0 3-2x17 SYP STRINGER \ ~ 2 M REINFORCED W/2X4 OFF SUCONT. DEAD OF \ W15-FLOOR ADHESIVE PL-460 OR GIMILARE • EA HORIZONTAL RW 2x4 ATTACHED W/ 10d MASONRY NAILS • 2x4 P.T. SLEEPER INTO GLAD WITHIN S' OF EACH END, 32' O.C. MAX. STAIR SECTION B GALEF - THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL - MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL • 36' AS PER FBCR R311.l82 W/ 2X4 RE-INFORCMG NOTE: HANDRAIL ENDS SHALL BE o RETURNED TO THE WALL OR i kj i TERMINATE INTO A NEWEL POST. EW a0 u 3 NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF li't 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. _ 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 160-18.1 / F.B.G. 2020 HANDRAIL SECTION m 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH: 407.774.8078 FAX: 407-7744078 www.abc[esigngroup.com AA N: 0003325 pf ABBOTT PARK LOT #23 BLK. #11 PROJECT 04181.000-23112 MODZIA 3EEB "2260-ELSTON" GARAGE BNING: LEFT PAGE: STAIR SECTIONS & DETAILS 160 MPH EXP. C !2 DA 4/08/21 SCALE: 1/4"F=i'-0" SHEET A1A F 13'-2' 2'-4- 14'-2' 25-944 36'xb®' EGF�99 OHM PA—N\ --- y . E isr� : d' r` p Is p i• i 25-9H 25-9H ECsFa�99 EG1�98 8-0. SECOND FLOOR PLAN SCALE: 1/4 . I'-V APR 1 1441 N. RONALD RFAGAN Bl LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com 1 AA #: 0003326 t s 0 a ti Jo BVHDIV. & LOT ABBOTT PARK LOT #23 BLK. #11 PROJECT* 04181.000-2 112 MODEU 3EEB "2260-ELSTON" GARAGE B VFMC;: LEFT PAGE: SECOND FLOOR PLAN 160 MPH EX. C DATE 4/06/21 BCALE: 1/4"=1'-0" SHEET A r 23'-II' BLD HGTe, S II 11'-4' 2ND FLR Bl�i. HGT. IS'X63' FYF'ON DECORATIVE SHUTTER OR I I EMIVALENT 6' RAISED SAND T-4 3/4' 2ND FIN. FLR S'-0' IST FLR BAG. W.T. OPT. COACH LIGHT I 4' RAISED BAND Il'-4' ---------- - q �u Q FRONT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH 'SPANISH' 12 5 OFF RIDGE VENT TYR SHINGLE ROOF PI'-4' 2ND FLR BRS. HST. IS'XS0' FYPON DECORATIVE SHUTTER OR EMIVALENT -4 4' RAISED SAND (TYP.) 0'-0' FIN. FLR ;la rr"° FAR BR's. T. AREAOFATTIC = 1425 SO, FT. NET FREE VENTILATION AREA REQUIRED 1/300 REQUI RED VENTI IATION AREA = 1425/303 = 4.75 VENTILATION AREA SO, I INCHES PER FT.(1441 = 684 SIX IN. MN. REQUIREOVENTRATION = .5X 654 IN UPPER PORTION OF ATTIC 342 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. FERVENT 342 /115 TOTAL # OF VENTS REQUIRED 2.97391 TOTAL# OF VENTS PROVIDED 3 'AREA OF ATTIC IS THE PERIM TER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) In' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MA60NRY� 4'x4' GAL". L'-TYPE N FLASMG SET N FIBERGLASS ORP43LM W4l4DEItl-Al'M_M All Pp! FECR 2X6 GYP Pr LEDGER Iw 50631 ROOF SFIEaTMNG tNICIQIES6 UHRE 2'x6' THREADED ROD 32' AS PER SFB:HT SNI. BEGUILED PER Or-4 WITHIN 6' OR EACH FMTENER 6CFR:DULE END MAX. SET N On -SON MMP6014 LSU-26�� WMA4 STRENGTH EXPDXY OR ROOF SLOPE PER J --- I ELEVATION MN TAG. OSB SMEATNING 2XIr 8YP PT LEDGER W/ IR'x6' THREADED ROD GUSSET TO OE BECIIRED TO 32. Or- 4 WTNN 6' OF 2X6 ME'S3ER6 tlY Sd NAILS EACH ONO MAX SET IN 3' O.C.. PER#"IETER I'-4' S#MPSON WM4 STRENGTH SRIPSON LUO-26 W/ (4) Imd'x 2�_0• EXPCW 6' MM EMBED. TO LEDGER MID !2) lod'# TO 2x6 JOIST CHANNEL FOR SOFFIT OVERHANG DETAIL I► u II d II A ENGNESUBMITERED WOOD TRUSSES • 24. O.C. 2ND I I d-7 9'•4' 2ND P"OFESSIONAL ENGINEER "FIEBVIEW 'LR - ----------------------- - FIN. FLR AND COT'FIEINTS 'LR 8'-0' IST FLR PLYWOOD SMEATHNG SEE ICsT, - — - — - — - — - — - — - —' - — - - - — $ BRCa. HGT. STRJCTURAL INGT. M-f mm 46 I (PER LEVJ - — - - ROOFNG AND R-46MNG W/ DRIP TAN! WRAP& AND ANCWM I ( EDGE PER MNFR WARRANTEE w snucnwAL REOUIREMENTS WRAP PASCIA WITH OREAK METAL rwlocm T mOND adAIH f0 IA MS 111VC71RAL ST0 2.6 WDOD FASCIA SEE � � STRUCT.IRAL POR FASTENERS VENTED SOFFIT PER ATTIC CALC'S U2' THICK, 2 COAT C 40U PLASTER 0� 0' FIN FLR APPLIED DIRECTLY TO MASONRY RAISED TMM PER ELEVATIONS p PR 2ND RR WNDOW PER PLAN H REAR ELEVATION RAKE SOFFIT DETAIL B SCALE: 1/2 . I'-0' SCALE: 1/4 . i'-0' TEXTURED FINISH 1 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngfoup.com AA #: 0003326 A � 6 9VHDIV. de LAT ABBOTT PARK LOT #23 BLK. #ll PROJECT* 04181.000-23112 MODEL' 3EEB "2260-ELSTON" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATIONS IV' 160 PH FAF. C F—PRATE, MT 4/08/21 SCALE: 1/4"=1'-0" SKEET A3 G r 5} �/ OFF RIDGE VENT TYP. IT'-4' 2ND PLR., BRI13 2 T o------ 1'-0 I II II r II S'-0' IST FLR B— - . I II 0'-0' FIN. FLR.io LEFT ELEVATION SCALE: 1/4.1'-0' TEXTURED FIINISH Iz OFF RIL VENT �5 FLR. BRG. HGT. ,�'-4 3/4' 2ND -- AN.F�LR IST FLR NCsT ,gym'-O' FIN. FUR I1'-4' 2ND FLR I�'-4' 2ND FLR BRG. HGT. - — - — ---'�BRU. HCst. I IIB II II 12 _- W-4 3/4' 2ND 5t I I V-4' 2ND FIN. FLR - ------- - - — - — - — - — - — - — - — - ------------- —FIN W-O' 1ST FLR IST FLR BRG. HGT. _—_—_—_—_—_---_—_T_—_—_------HCsT. 0 em � II II 0'-0' FIN. FLR.r, 010'-0' FIN. FLR —fir RIGHT ELEVATION SCALE: 1/4 . V-0' TEXTU D FNISH APR 1 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdosigngroup.com AA X: 0003326 0 0 av13DIV. & LOTil ABBOTT PARK LOT #23 BLK. #11 PROJECT 04 51.00 - 3112 MODEL: 3EEB "2260— ELSTON" GARAGE 8WIXG: LEFT PAGE: LEFT & RIGHT ELEVATIONS 160 MPH . C r ELECTRICAL LEGEND SYMEIOL DEFINITION NOTES --e 12WV OUTLET 20 AMP "OLE POLE nov OURET IIOV OUTLET 140OUTLR mm 70 faro+ —,4%04 IIOV OUTLET UOMMID JN116D FAAt ER(TANT RENSTMIMUSTA TTPl) M@ 220V CUTLET [4) ONE CONNECTION EXT. WATERPROOF GRAM PAALT OUTLET N4TEIRIaIPFEe GMTCW Its SWITCH 3-WAY OP'ER SWTCH 4-WAY OPER ._%-1-\o WALL MOINTED T' LENT CEILING LIOW © LED CLG LK•14T LOP VAPOR ©vp PROOF LOW @ VP VAPOR F 40OP LKW evE1T. FIN I OM Pan a R. VlIL PAN CUSHY I QM PER fD. FT. 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FOR CHIMES PAID A FA►842at bmuler VCLTAM 120/24OV-1Fh IWd*I50AnpMLO. FEEDER 3- OiTHM&1-M6O/(Gj in2'O CR38MALTHMI&1-#6CL(Qin2'C Wn Pd. a, VAIb 0.9 Ons11 VMk D..". Ek pd. W. 'm 2 E (C*ol1KVAde% TM3 { 44m CU-1 40 1 asNC E 2 9 Ra4p 1200 7 8 49M VAw Ibd. z 2 010 fm 2 30 Dy. 5000 9 10 15M vimtw ai 2D t NU 11 12 15W ftWW ®AFC 15 1 914 012 1 21 GffapU9lts&ftWWwGR IMD 13 14 120 09s..t.GR 21 1 ND $12 1 M MPW W 5L0 15 1s 12D FWWd. 2D 1 N72 Nt2 1 21 &TO./Olbm hkn Wtlh Llsadas AlU 900 17 18 750D BOWMWM/Mam"a 21 1 BR 012 1 21 Wd — 1WD 19 20 15W " 20 1 #12 014 1 15 G—WUdh&Raal4Gd.*a 9m 21 22 120 Tdd R¢aaadm AM 21 1 #12 014 1 21 Tdd AM WD 21 P M) Bdm AI 6 .AM 15 1 AI4 #14 1 15 (Had Run WasAFa 9m 25 2B sm BdmR antl sda PW 15 1 A14 #14 1 15 Bdm AS s!d AFO 9W 27 22 am culd S 1 sm #14 1 15 ftn XU s#d Rs0Ww AW 901 30 9W GmW &RnW%AFC 15 1 #14 #14 1 15 Gasd U9fls&FbcWWft I0 9N 31 32 900 U_�h&FtcgW. Ma 15 1 #14 #14 1 15 Qs dLVts&Rk@phdtmAM 90D 31 34 Sm 35 1 ?8 41 lad t*&rmdf bTQ*utla"/Be mm 22300 LatlWJadtodmldfdadmAm"/ms DmnmdFhtb Omll2JMkrE AH3ENATFON& M0: AFCFALLTC W ffl8fWMR NC N=NOWIEJTLCAD AET: 04UMFAMTKM344A R TM lotlsdlad bdsrsal8da 575W RV 100) -%d t00M I= xtlb M 4Ob ,9LW TU9 AC u0 Tddmt"d.d Load Wfa 3)9D UVDGyQA.RpN ISBMMCN AC NONCONCIDENT L1d1D TAaI Anps(vetts/7q Wa) i2L8 ar,nlu 41J EFw4 NLOfd RW NC84—Tad 229D Geed Us&Rs3W/ R. NH9s 193fflNli a10R9 1235 GevM 6015 Clot Tddl wA6 G-1W a R. R"A 10 E02 05 LED LIGHTING @ PEDESTAL SINK PWDR 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A ELECTRICAL MAIERIALO AND INSTALLATIONS SHALL COMPLY MTN ELECTRICAL PROV16WXO OF THE ESCR TIN EDITION [2020). LOCAL =06. AND ALL LOCAL POURR COMPANY REONIREMENT6. 8. ALL CONDUCTORS 6HALL ISE TYPE THNNRSAN UNLE66 NOTED OTNERM6E. POWER COMPA TRANSFORMER PROVIDE BO AMP, WA40 VOLT, I PNA6E SECONDARK ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CI) N I-V2'. DIA 6dApLE W PVC CONDWT OR PROVIDE 3 •2/0 ALIJ'71NJ7 (AL) N 2" DIA SC4EOULE 80 PVC 4:QDUR UNLESS 6ERVICE 16 PROVIDED BY THE ELECTRIC CCIPANY. COORDINATE MT4 THE ELECTRIC COMPANY PRIOR TO BD. CCMINATON SERVICE 016001#ACT BMTCH AND M ELECTRIC MITER N NEMA 3R ENCL06URE 160A/AP TELEPHIONA SERVICE ENTRANCE EGAIIPMO4T INTERSYSTEM BONDING TERINAL AT LOW VOLTAGE CONNECTIONS 180 AMP DR40 VC I R4AW MEO PANEL 0.481.E SERVICE EO/JIPMENT 1 44 CU 6ERVKM GROUND C4N ECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL P FIC VISION6 OF THE FPJCR TTH PDItK:N [202®L SAY' DIA X S PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdasigngroup.com AA #: 0003325 IRE lIQ 04i! 14 aysaiv 4Jf LOT: ABBOTT PARK LOT #23 BLK. #11 PROJECT 0418 .006-23112 MODEIA 3EEB "2260—ELSTON" GARAGE 91VIMO: LEFT PACE: FIRST FLOOR ELECTRICAL PLAN 160 MPH FA. C L 'M NO W723 1� DATE: 4/06/21 aCAL.E: 1/4"=1'-0" akmZT E1 ELECTRICAL LEGEND S7HBOL DEFMITION NOTES -�DevourLermArreNeurole nmvouTLerIIOV g1TLET �O7 OYTLlT WIND TOBYIROw Ofl IImVgltLei��eMlllO �'�emwlrleRrtArraRtertAwrT,re) trwcurLErrueelea�es)eTla+exrw,elalRowalealD ourur61ATCMe11NTCw mer 9-WAYOI•eRW4 eWITC:FI 4-WAY d'eRWALLI,oln,mCdILIVb LI6FIT LED Q.6 LIWR VAroR ©�LtD PIeOQ Lie11T O� VAroR I•R?OPLI6wf RKYeeD CAN e�lr.►AN IOII'I All erA R. VYIf. BAN WILkWT I OT7 RR NS R. 1 1R/TIT\T V FlXillr rerec's TWO er t-eu.s WRAI• tRe�eeD) ARaND ARowD tauR%ice r++v � r IlLuol�scevr 4' R.u0llseClRR p�—ems( 6 4' TRAG%LIeHT 0 PANEL son rereR OSD. enact odtaeTae y CDR WLtle c'°roM �� DliELTp! N1lR-GON✓IC7lD ® erGO COr°° ewALL ee 4 DIMaKi a wDT Lees tl♦QI 4• re/0AM LIDIR ► reLeRlwt JacK IUd DIK�pN'�L'T� M d n.avATeD AIR. O-0IDITICNtli6 eee AIIJ ON DIe00R•IOT T{LeYIeION JAOG 0 ,eeeao,wo. uv eooc ,-eD,e nARaD M euew FOR cell CeILNO �AMILIOwr TO EK euTaRrto N ACCORDANOe W/ elf MMO@D M eUOw IQe PEA 24' ncAnlocecewr Lerrt sTRll• Leewr sTRe• nnno M, MIOAwDle[�7f LIe41T s,wr ROOD LgfR Kl. DI•T. eeCUaTY �Ao • rA NNI-eurrcN role ewe'■e Ilea roRT • LOCAr10N OF TV JAGKe / Fli01@ ourLero 11•AW TO ee veRe,eD � wOheOuetR �•cONerleliGTION • ALL e � m AMP eRlelcw uRQl1T8 ro ee AIeO IIAI�7 rROTecTeD reR eLeeTsecAL rRDvletow OF mGR Trw mrtlor rmm) .nee glen aen eDlTlera • m NT DEDICATED LAINDRY OMel711T. • GFI - IeLITiD OCT ON KJTGIGN GICUR) • DIMeINBFtR 0Ie00N'!eT TO Oe LOL,000r N rAPIlL • ewTwRoon exwAusr ral To wave rnra cArAeln OF N GA'1 NT81l11tteNT MR eLEOTRKAi. PROVIeIONe OF SECTION MIeCi! l • LAUNDRY ROM R[CePTAOLe eHALL ete olea+lD FAULT CIRdIIT•NTlR�1'!R rROI'eCTION FOR reReorsaL or RseoeRs • WneNo neTwoD aeLL BE now rerAulc r-AeLe I•eR ELECTRICAL PRDNeIONe o 1•erJe Tn+ m emel • ALL WDIeC TO ccTlLr wTw [Lecnacx rRDVIeIO/M aP Twe Rene ,Tw eD rmmi . ALL L1Fe•A !WALL ee eeLeeTeD er eulLDee AWD lef Q LY,ilTN6 MJN R eNelllY lrweewT TYr[ MR ewleleNCY) T07e. ,w somDw !ST— @ �� BDRM #4 FIRE -WIRED L CLG FAN C E- __]F__ _1, OPT.----------- BDRM#1BATM �I LAUNDR GFI ` C .LGLG FAN I L— ----- -- _°^co LED LIGHTING L0�DBL. LAV. BATH hWALLWIOUNTEDLIGHTW/SWITGHMALL M ATTIC wic. II' rN MONOMM ------- I LeNATURAL A" GLG FAN LED LIGHTING ® DBL. LAV. BDRM#2 BDRM#3 BATH O2SECOND FLOOR ELECTRICAL PLAN SCALE. 1/4' . 1'-V APR 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7745078 FAX: 407-774-4078 wwwsbdesigngrouP.rAm AA #: 0003328 a C etreaty ae LOT: ABBOTT PARK LOT #23 BLK. #il P120JECT* 04181.000-23112 HODBSLe 3EEB "2260—ELSTON" awiewas sartrre: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 PH C nwa/os/zi siiL'ET E2 I I 36'x60• I I SHWRPAN ------- ® n = L LA c � 2' S' 13'-II' v 1 1 I e VTR El VTR i�i - TUB/ I� i iOPTI a OPT. i SHNUF I �� I I - - - - - - - - - - - - - - - - - - AV L � LAV. 11 � ` 2' 2' __—-- - I• • I �— DW. SINK —v�N , LAV. SR H mM WASHER 1I/2, 2 WC 2 9N LJLAV. I 1I LLJI TUB -- —I RANGE �'-5•'Il I �� 115—'•9—' •II' 13(I'1 g2. WC 3' , r KITCHEN SIK I I W/ AAV I ---v— —r�`—efl 11II bl 23'-3' 1 iLI VR I 3' ----II -- NIL 2, PSIENDKIIII 3. 3' __----- _ JII o -------- we 3' Co TO + MAIN PLUMBING RISER DIAGRAM ------------------- FIRST FLOOR SECOND FLOOR PLUMBING PLAN PLUMBING PLAN APR 1 SCALE: 1/4 • 1'-0' SCALE: 1/4 . 1'-0' 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH:407.774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA 0: 0003325 b as Ll aVSDIV. as LOT ABBOTT PARK LOT #23 BLK. #11 PROJECT#L 04181.000-23112 MODELS 3EEB "2260—ELSTON" GARAGE awING: LEFT PAGE: PLUMBING PLANS 160 XPH W. C D TE 4/08/21 SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. RECMIREMENTB. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL ISE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLOC. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLASS 1 AIR DUCT AS PER NPPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL, BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. % 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 MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC CEILING O C PLENUM y AIR SUPPLY b y AIR HANDLER 1 EVAP. TRAY- d ALL HVAC TO HAVE PROPER PANS W/ DRAINS EXTERIOR WALL AIR RETURN SUCTION AND LIQUID REFRIGERANT LINES EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER PBCR 6TH EDITION (20h) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS BCORIATED NICKEL BRONZE FL. PL. /—FIN. FLOOR / OR WALL BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 86000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (_TY LEGEND ® SUPPLY AIR DIFFUARR RETURN AIR GRILL ® SIDE -WALL OR I Wo4Y DIFFUSER SOLID LINE- SUPPLY TRU!,IK BROKEN LINE. RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST PAN CEILING EXHAUST PAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GPi I-L SECURE STRAP TO CONIC. CONDENSER W/ (2)-3A6'X2' TAPCONS UNIT SIMPSON WI% ROLL STRAP OR EQUAL 4' CONCRETE BLAB SEA STII�AP TO UNIT W/ (2) A8X1 1/4' SHY, MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC, r-B'XB' C 4C. FITTING OR EXTENSION TO SOIL OR WASTE AS REOA)IRED nEXT. GROUND CLEAN -OUT (TYP ) FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 • I'-m' APR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 A �o r U7 00 x fUSDIV. ae LOT: ABBOTT PARK LOT #23 BLK. #11 PROJECT* 04181.000-23112 MODEM 3EEB "2260— ELSTON" GARAGE BTII MG: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH W. C SECOND FLOOR MECHANICAL PLAN SCALE, 1/4 . t'-O* 1441 N. RONALD REAGAN Bt LONGWOOD, FL 32780 PH:407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA #: 0003325 aUHDIV. ac LOT ABBOTT PARK LOT #23 BLK. #11 PZtOJECT* 041 1.000-23112 MODZ0I A 3EEB "2260— ELSTON" GARAGE awIWG: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 160 MPH EA C 202 mm aw. 4/06/21 aCALE: 1/4"=1'-0" s*m= M2 MRR.�FL�R 2X4 TOP PLATE PLC FRW-FA5 TRUSS W'CLG. 50ARD In' DRYWALL —tom 11 • , SECURE 5T. — PLATE TO SLA15 W/ 10d MASONRY NAIL • 32' O.G. MAX PIN. PLR 2X4 WOOD 8TUD8 e24' O.C. SLAS ITIONS SUPPORTING HUNG PLUMBING RES AND WALL BETS SHALL SE N01 THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. TYP. INT. WALL NON—BRG. D1 SCALE: 3/4'-1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PSCR SMJJ. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I -0 TYP. ELEVATIONS O.N. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR. L 5/8' GYPSUM BOARD C I/2' HIGH STRENGTH 'LG. BOARD pL PER ELEY SEE ENERGY CODE FOIe'TS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R•4.1INSULATION �SPWINDOW ATTACHMENT PER MANUFACTURES BPEGIFICATIONB iQ;WOOC) REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24. OTC. a, cmI/2'GYP. ILL. BD.— BASE —� A W/ WINDOW OPENING 5' DIA SLEEVi, DO NOT CUT ECHO SEAM NOT CUT SOLID GROUT THE FOND v (IJ• % SEMI (2) COURSE - RESARS LR\PIPE THROUGH BOND BEAM FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR 105.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUES M. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0. PIN. FLR ROOF SHEATHING THICKNESS IS L4". ENGINEERED PER ASCE 'I -Iry IN ACCORDANCE WITH F5CR 2020 ITH EDITION, SECTION R301.13 AND 1b09.5.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO ISE USED FOR THE a 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF p� SCALE: 3/4'•I'•0' UNDERLAYMENT IN ACCORDANCE WITH F5CR S05.1.1.1 OF THE F5CR 2020 'ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 0486S TYPE III OR TYPE IV UNDERLAYMENT. AND MAL *A. LM I Ir rVe 6aN M9R 6Y LK rav w• eTr. rL TxT. soap BAN %2tINGAS LJNJ THRU BLOCK n.T .,— FIBERGLASS aHINGLES WITH UNDER4,AYMENT AS PER FISOR 905.1.1. ROOF "ATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER EPULE MTL, DRIP EDGES1. / 2. p—a- PER MA; WLEVATIONS O} VENTED SOFFIT WALK SHEATHING THI SS AS PER SHEET SNI. CURE PER FASTENE SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WIII,EP SCREED / 2x P.T. SECURED PER STRUCTURAL DETAILS 1/Y TWIJM 2 COAT PORTLAND CEMENT PLASTEJR APPLIED DIRECTLYTQ MASONRY V2' THICK 2 COAT - PORn.00 C44R/T "TM AITLIED D2>IECTLT' TO Maeo w REa PAWENM TO TIMAX eRAclam av nsocx= APPRDVAL RW. A"ACHED TO MLL CELL AS MR PRODTET APPROVAL RQ6 SEALANT. EAOClIa ROD s GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-0' —2X4 SPP 24' O.G. MAX. — SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS— STIFF5ACK AT ALL UPR*W PER STRUCTURAL DETAILS PRE-ENG WD. TRJ88 — CONT. 2x RAT RUN SECURED PER-"' STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 NSULATICN WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING - STRIPS • 24' O.C. 1/2' GYP. ILL. BD. WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 105.I.L ROOF SHEATHING THICKNESS AS PER SHEET SNI. 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. SECURED PER STRUCTURAL DETAILS =- I IN. FLR � _ }, 0'-0' FIN. PLR. S' ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-I6 IN „- ACCORDANCE WITH F5CR 2020 a• ITH EDITION, SECTION R301.13 AND 1609.5.I. W/ WINDOW OPENING (-,) TYP. WALL SECTION NO OPENING NOTE: �1-STORY GABLE BLOCK WALL —STORY GABLE BLOCK WALL METHOD TI SE USED FOR THE INSTALLATION OF ROOF D1 SCALE. 3/4'•1'-0' UNDERLAYMENT IN ACCORDANCE WITH F5CR W5.1.1.1 OF THE F5CR 2020 1TH EDITION IS 04 WHICH U F; (2) TWO LAYERS OF ASTM D226 � R TYPE II OR ASTM 0486S TYPE II OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 b ro c sUSDM ac IAT ABBOTT PARK LOT #23 BLK. #11 PROJECT 04181.006-23112 UODEL• 3EEB "2260—ELSTON" GARAGE stItING: LEFT PAGE: DETAILS 160 H &AC FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDEI%LAYMENT WITH UNDERLAYMENT AS PER FBGR 905.Li. AS PER FBCR 905.1.1. ROOF SHEATHING ROOF SHEATHING THICKNE" AS PER THICKNESS AS PER SHEET SNL;SECURED SHEET SNL SECURED PER NASTENER PER FASTENER OC14EPULE SCHEDULE PRE-ENG WD. ER PRE -ENS Wp. R 24' O.C. MAX. IfELEVATION 24' OC. MAX. NATION METAL DRIP $0GE METAL DRIP EDGE BATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCS FOR VALUES ® VENj'ED OH. 5/B' GYPSUM BOARD ELEVATIONS O.H. 5/S' GYPSUM BOARD SOMIT TYR OR 1/2' HIGH STRENGTH TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG, BOARD NCE Ix2 FIRE -STOP SOFFIT 1x2 FIRE -STOP STRUC1 ORAL -4.1 INSUL. REFERENCE STRUCTURAL -4J INSUL. 6 w w WINDOW ATTACHMENT w w AS PER MANUFACTURES SPECIFICATIONS ---REFERENCE STRUCTURAL 3/4' T 4 G SUBFLOOR GLUED AND NAILED 3/4' T 4 G SUBFLOOR AS PER NAILING q I/2' THICK, 2 v.OAT IC' GLUED AND NAILED THICK, 2 COAT SCHEDULE PORTLAND CEb'IENT a > AS PER NAILING SCHEDULE PORTLAND CEMENT E� PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w < DIRECTLY TO w 'a MASONRY M R MASONRY Ix2 FIRE-OTOP LEVATION IX2 FIRE -STOP LEVATION SEE STRUCTURAL SEE STRUCTURAL R oLnR EVATION LEVATION 5/8' GYPSU'1 BOARD 5/S' GYPBLM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOA CLG.BOARD ER -fELIEVATION IX2 FIRE-OTOP IX2 FIRE -STOP R-4.1 INSUL. R-4J INSUL. 6 W W w lu d WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL I/2' THICK 2 Q',OAT 1/2' THICK 2 GOAT PORTLAND CE ENT PLASTER IED Ix2 P.T. PURRING PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING DIRECTLY TO STRIPS s 24' OTC. DIRECTLY TO STRIPS 24' O.G. M CRY B' CMU MASONRY B, CMU I/2' GYP. ILL. BD. IR' GYP. WL. BD. WOOD BASE WOOD BABE IX2 FIRE -STOP IX2 FIRE-OTOP APR 1 ti WE a 4: W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE. 3/4'•I'-V' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdeslgngrouP.o m AA A: 0003325 'c i7 0 0 FA W E O x stmDly. se LAT• ABBOTT PARK LOT #23 BLK. #11 PROJECT# 04181.000-23112 MODELt 3EEB "2260-ELSTON" GARAGE !!WING: LEFT PAGE: DETAILS 160MPH E C TOP. 2X6 P.T. • CENTER OF DOOR HEADER 6E0URED UV (U 112' X S' J-BOLT 6V 4' MIR EMBEDMENT W/ T X 2' X Va' WAGWVR 4 NUT OR W/ (2) IQ' X S' ANCHOR BOLTS W/ 2' X 2' X Va' WA6HER 1 NUT go 4t 2.4 TO ELK W/ Is TOTAPO" 1 IR' EMBEDM a' O):M 4' END 0161r- I V2' EDGE DIET. ® 6IVElk 2X6 GARAGE DOOR SUCK SECURED W/ l6) 112' X S' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X Va' WA6 4ER 4 NUT. /U WITHIN S' CF TOP, (0 WITHIN a' OF THE Ism Is (3) EVENLY 8PAC®. B IE R NOTES, ALL ANCHORS SHALL W IN ACCORDANCE TO MANIPACTUREM6 INSTALLATION INSTRUCTIONS W14ERE 6UCW INSTRUCTIONS AM MOM 6TRMOilNIT GARAGE DOOR 1 BUCK ATTACHMENT QV ACNE n'-rr a' cm 1/2' DRYWALL 1.4 P.T. OR 0/4'X4' MR SECURE THRU FRAME 4 I'X4' EXTEND I-V4' INTO P.T. NAILER 15 OM W/ 3/16' TAPCONS DOOR CASING (MIN. GNAW, 612E .14e MIN READ SIZE 300 MR EMBEDMEMT 1-1/4' WITHIN S' OF EACH END DOOR JAMB OR WINDOW 4 18' D.C. MAX SPACING. ATTACH TO 2X PER MANUFACTRES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +3/4- OR +5/4" TO BLOCK +3/4" OR +b/4` owwA 2X4, SECURE TO BLOCK W/ 316' TAPCONS (MIN. 6WANK SIZE J45 MIL HEAD SIZE JIM MIN. EMBEDMENT 1 V4') WITHIN a' OF EACH END 4 10' O.C. MAX SPACING 2X6, CM SECURE TO BLOCK U A(2) 3M' TAPCONS (MIN. SHANK SIZE .145 MIK HEAD 612E 3" MIN. EMBEDMENT I V49 WITHIN S' OF EACH END S. CM 4 W O.C. MAX SPACING. IR' DRYWALL 2X8, LED 1'X{' SECURE TO BLOCK P.T. HAILER WK2) 3/16' TAPCON6 DOOR CA61ING MIN. SHANK SIZE J46 MIL HEAD 612E 300 MR EMBEDMENT I1149 WITHIN a' OF EACH END 4 b' O:G. MAX SI`'� DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 6WIM AS NEEDED TO PLUME, JAMB (00 NOT EXCEED 1/4') 2" US 8ECIJFE TO BLOCK WV 3/K' TAPCON6 (MIN. SWANK SIZE 340 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 114') WITHIN S' OF EACH END 4 W OP. MAX SPACING 2X6, SECURE TO BLOCK WK2)SAW TAPCONS (MIN. SHANK SIZE J45 MR HEAD SIZE 3" MK EMBEDMENT 1 1/4') TI' \6'Ir WITHIN S' OF EACH END a' cm 4 W OG. MAX SPACING. In' DRYWALL 2XA CM1-X4' ❑ SECURE TO BLOCK WK2) 3/16' TAPCONS P.T. NAILER (MUM. GWANK 617E J45 1/16' ODDS. X 4' MIL MIL HEAD 612E JIM MIL EMBEDMENT 1 1/4') DOOR CASING WITHIN S' OF EACH END 4 E' O.C. MAX 6PACMG. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +1 15/18" �11fIND011 TO BLOCK +1 ib/18" 2X4: m SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. 6KANK SIZE Ja MIN HEAD SIZE %" MIR EMBEDMENT 1 1/4') WITHIN 6' OP EACH END 4 m' Or- MAX SPACING NOTE= 6TRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 6ECRED LOCK SECURE TO BLOCK TWRdUGH NDN-6TR UCTRAL WK2) 3/K' TA CON 3/16' TAPCON MIN 1-1/4' (MIN. SWANK Gin J45 ��+T INTO BLOCK MR HEAD SIZE 300 MIN. EMBEDMENT 1 V4') 9-Tr WITHIN S' OF EACH END 6' CMRJ 4 W O.C. MAX SPACING. I/U' DRYWALL 2X0,o SECURE TO BLOCK I'X4' UW2) 3/16' TAPCON6 P.T. NAILER MIN. SPANK SIZE J45 DOOR CA61G. MM. HEAD SIZE 300 MR EMBEDMENT i V4') WITHIN a' OP EACH END 4 IS' OG MAX 6PACIN& DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED V49 2X4, SECURE TO BLOCK I413/14' TAPC." (MIN. &WANK SIZE J45 MIL HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN a' OF EACH END 4 IS, O+G MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3/16' TAPC," (MIN SHANK 61ZE 145 MIN. HEAD SIZE 300 MM. EMBEDMENT I V49 WITHIN S' OP EACH END 6' CMU 4 W OL, MAX SPACING. IQ' DRYW,�LL 2Xa, MEET SECURE TO BLOCK Imo' WK2) 3/16' TAPCONS P.T. NAILEIE (MR SWANK SIZE .145 DOOR CANING MIL HEAD SIZE 300 MIN. EMBEDMENT I 1147 WITHIN a' OF EACH END 4 W O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH Tlp 7X PER MANIFAC DETAILS. NOTE, SWIM AG NEEDED TO PLUME, JAMB (00 NOT EXCEED V49 DOOR JAMB TO BLOCK +3" OEZ11Tnnt, T TnnrT( + 2X4: 00 SECURE TO BLOCK W/ 3A6' TAPCON6 (MIN. 6HANK SIZE .149 MIN. WEAD 612E 300 MM. EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 W O.C. MAX SPAVN& NOTE. 6TRUCTIRAL 2X MU#T BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO 15LOCK TFRROUGH NON -8TRICTURAI. WK2) 3A6' TAPOONS 3/16' TAPCON MM. I-V4' ( MK am" SIZE J45 EMBEDMENT INTO BLOCK MIL WEAD 612E 300 MM. B'BEDMENN 1 V4.) WITHIN 6' OP BAC 4 END 4 ID'Or- MAX SPACING V2' DRYWlkIi,L SECURE TO BLOCK P.T. NAILEI% 111K2) W*'TAPCONS DOOR CA�MG (MIN. SWANK SIZE J46 MIN. WEAD Gin300 MIN. EMBEDMENT 1 V4') � WITHIN S' OF EACH END 4 B' O.C. MAX 14 SPACING NOTE, SHIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED V4') 2ND 2X SECURE TO STRUCTURAL MEMBER 2.Gd WITHIN a' OF EACH 4 6' TO a' O.C. MAX OOOR JAMpp OR WIDOW ATTACH T 2X PER MANUFACTURES, DETAILS. DOOR JAMB TO BLOCK +1 1/2" DOOR JAMB TO BLACK +2 1/4" DOOR JAMB TO BLOCK +3" a R TO BLACK +1 1/2" y) O1I TO BLOCK +2 1/4" /lslxDns TO_81nrTc +-q"_ 2X4, dill SECURE TO BLOCK W/ 1/4' TAPC0N6 (MIR BNANK SIZE J4S MR HEAD SIZE 300 MIN. EMBEDMENT i V49 WITHIN S' OF EACH END 4 10' O.C. MAX SPACING, 2X6, SECURE TO BLOCK WK2) V4' TAP001,16 (MIN. SWANK SIZE J45 MIN. HEAD 812E 300 MIN. EMBEDMENT I V47 WITHIN a' OF EACH END 4 Is, OG. MAX SPACING, 2X8, cm SECURE TO BLOCK W/(2) V4' TAPCONS (MIN. SHAW SIZE J45 MIL HEAD SIa 300 MIL EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 W O.C. MAX 6PACHL NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') a' CP'IU 112' DRYWALL I'X4' P.T. NAILER W' DOE, X 4' MIL DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, DOOR JAMB TO BLOCK +3 7/18" ��DO� w TO HLOCK +3 7/LB" 2X4e US SECURE TO BLOCK W/ V4' TAPC0Nb (MIN. 6HANK SIZE J48 MIN. HEAD 61ZE 300 MIN. EMBEDMENT 1 1414') WITHIN a' OF EACH END 4 IS`Or- MAX SPACING 2X6: = SECURE TO BLOCK WK2) 1,14' TAPCCJS (MINE SWANK 61ZE J46 MIL HEAD SIZE 300 MR EMBEDMENT 1 V49 WITHIN 8' OF EACH END 4 IS' Or- MAX GRACMG 2Xa, 011110 SECURE TO BLOCK WK2) V4' TAPCONS (MIN. SWANK SIZE J46 MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 IS' O.C. MAX 6PACMG NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED tWROUW4 NON-STRUCTURAL 3/16' TAPCON MIN. 1.114' EMBEDMENT INTO BLOCK IJ` a' CMU I/2' DRYWALL MAW P.T. NAILER I' P.T. X 4' MR DOOR CAGING. NOTE, SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4'1 DOOR JAMB OR WINDOW ATTACW TO 2X PER MANUFACTURES DETAILS, DOOR JAMB TO BLOCK +3 3/4" n NWD0W TO BLOCK +3 3/4" APR 1 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbd"gngmup.com AA S: 0003325 V Lit, 4 W 0 `f. StMIDIV. re EAT: ABBOTT PARK LOT #23 BLK. #11 PROJECT# 04181.000-23112 MODEL: 3EEB "2260—ELSTON" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH E . C ��ND 93%�� DF-PRINTM 4/os/z1 SCALE: 1/4"=1,-0" SHEET D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD FL # MANUFACTURER CATEGORY DESCRIPTIQfN CODE VERSION 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 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2022 23872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/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/Z021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 1149693 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 306W.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1149S.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2022 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 20/22/2023 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/23/20Z3 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/202.3 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF 111 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS OTT. SOFFITS 2020 FBCt 12/31/2023 22019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR 2020 FBCR 12/31/2024 153S3.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 1Z/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PAjfLS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 1S279.2 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 239SSA THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR Z020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/32/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 1Z/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. OR w/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING pXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 1S216.1 OWENS CORNING- RHINO U20 ROOFING UNDERLAYNAENT 2020 FBCR 12/31/2D23 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2022 10477.1 JAMES HARDIE BOARD ARTISAJj 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 LAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 1Z/31/2023 30310.2 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/207A 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 INFORMA ON SYSTEM 0 WWW.FLORIDABUILDING.ORG CONTROL ME: 03/11/2021 APR 1 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774.4078 www.abdesigngroup.com L AA #: 0003325 R 904 io G o o a a unoxv ae LOT ABBOTT PARK LOT #23 BLK. #11 mis 0�-23112 M[ODIM, 3EEB "2260-ELSTON" OARAOm OWING: LEFT PAGM PRODUCT APPROVAL L TING 160(OF E C DAM M 4/08/21 SCAM 1/4"=1'-0" skmem D4 PIUEFOR'ED CONTROL JOINT FLANGE OF CONTROL JOINTS Td BE UNF ED TIED TO LATH . S' O,C. MAX/VERT„! yQ$L DO NOT FASTEN CONTROL JOINT TO WAIL EVEN P STUD MOTO BEYOND EXCEPT STAPLES UV SEG1lIEEMACOYNTRROLL USED R� TE'. DI#MY INSTALLATION —� FASTENERS TO BE SPACED . I'Or— MAX VERTICALLY PERST 5 COAT CEMENT URB LAYER 4, FORTIFMER B"DMG PAPER APPROVED METAL LATH FASTENED 01' (VERTJ O,C. MAX AT SUPPORTS UASD LATER -11 6T1CCO, URAP WOOD SHEATHING LATH SHALL BE CGNT04OIS TWIROL" JOINTS BUT BE OTOPPED TIED AT EACH SIDE. PER ASTM CI063 PROVIDE 2X4 BLOCKING PLACED FLAT MAX W TO 6' \ FROM CONTROL JOINT WHBN CONTROL JOINT FALLS ON STRUCTURAL STlm L FASTENERS FOR LATH TO BE NAILS OR_ STAPLES IN COMPLIANCE W/ ASTM CI063 i 2. UARE TES TOME (NO. lb) Om41s' U PE /- 3. MOCKING SHOT N MAY BE IN ADDITION/ \ TO WALL STUDS WE12UIMD PER PLAN r = well. NER OL roLo N6•lo • n. A ®pGLD O- PT. A N6aRa • tKA 1. cIYAS • IR. a x aaUA4. • IR. O ® Ti. a ®n• OLraoNat4lo.tn.A x oPSAa a PI. 6 FOLD N ® LPCLD Nd •R.A x cneAEe • R. a >. aleAse . PT. c A. FaD Pf.O o st Pt. a TLL PT. c TOAD{" WOrTOM w.APss A. Y.d � ecrr n f`AN= WTat Tawr MALL 0". m I=cur. %' THICK, 3 COAT CEMENT PLASTER (Flip"; Va' a GOAT CM4WTPLA.1at10 W aIALDlIU PAPER 41M 1111 OILY) Uwe LATER a Ill ~(PRaM aLn LAP LA11M a OLVS 000 P mm4 N�4LML MgA 24 MOP l6�IpiL7i6TlR]KI r71LY) Pat" at cm Sxreaae N.6Y.L RA6PIS xgm,Olir RASNS (Sam RAtW/0 AT aOROM Q PDOF ( „"„ Nrawcrla6 INSTALL FASTENERS(CLIP6, bim STRAPS, STAPLES) AS ANVED BWLDS(O REOI"leD TO SECURE SHALL BE LAPPED A MINR'AIM OF PPE/ WIRE TO PRMIING WO VERTICAL LAPS (ROLL UM LAYCR'1, S) END4 V • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE V S7UCC0 YAlAP UT14 FORr1EIER SMAT14MG TAPE UM LATER 4. POWVgEEU / BUILDING PAPER METAL LATH 6'ei' SELF-ADNERM MEMBRANE / FLAGNINS OVER SELF -ADHERING 4VE MBRANE / rmLLr.r6rAl unt \ PLAS14WA OVER APPROVED NOISE WRAP. PLA04M TO EXTEND ONTO PIPE fX X X X I 4.A4eNMGOVER X X APneaVF.p _ HOUSE UA41P. FLASNSK To EXTEND aNTo PIPE METAL LATH UM LAYER -L I %' THICK, 3 C*AT CEMENT J� Ili' CONT. BEAD ar SEALANT STUCCO WRAP PLASTER M APPROVED HOUSEURAP AIR FETAL LATH ILTR EuARRIER OVER SHEET Y I UAUD LAYER *, PORT"'01"t ING SHEATHING UNSB LAYER R, FORTIFIBER \ BUILOMG PAVER ELASTOMERIC COATNG OVER STUCCO/ \ IN6 PAPER UAUD LAYER M, C.V. FINISH (SEE TYP WALL SECTIOW �. -�' i STUCCO uAeA1F WOOD eHearyln SECTION EExWor aces 0 pordand cement plaster shall comply with Uro application requirements of ASTM C 926-1 Sb. r MN LATH L.r.4' oatR Inatelation of exterior lathing and fnMnU 2 ALL LAP shall amply with ASTM C 1063-196, or ASTM 1787. ® KIC KO UT DETAIL SIDE LAPIS OF METAL PLASTER BASES SHALL BE SECURED TO FRATHEMING tME'EfEREI WTH 0,0415-N (121-FM) PARE AT INTERVALS NOT MOM THAN V (221-M )' AS PER ASTM C1063. FOR REPAIR OF TEARS M UM LAYERS, TEARS MAY BE PATCHED W4(OMSE WRAP TAPE PER MANIP. SPEC. OR PEEL 4 STICK WOOD SHEAT BUILDI PAPEP 67uw 4'x4' SELF -ADHERING MEyDRANE FLASFIING (COMPATIBLE UV HOUSE U W MATERIAL) OVER APPROVED HOUSE URAP. 1. OR LESS ?am PENETRATION CUT WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) THICK, 3 COAT CEMENT .ASTER(FRAME), 1/2' 2 COAT MENT PLASTER (CMU) cTAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED Z 50X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING Z (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT I ~� \ j ROOF � I 6atpe TISIR SAL (ON MD oR ROOF PER ELEVATIONS O"L" FLASHING N.T.S. ikb' SELF-ADI•ERINb MEMBRMR FLASHING (COMPATIBLE UV HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING ME'10RAM PLASHING OVER APPROVED HOUSE YASAP. FL.48HIa1G To EXrEID ONTO PIPE STEP 02 LEGEND DRAINAGE PLANE (WRS LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — ------- BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '1/16" ZIP WALL R SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) OF 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 � Q R 9 mm eunDiv. aLOT. ABBOTT PARK LOT #23 BLK. #11 PItO' 04 81.000-2 112 MOD11111Ls 3EEB "2260-ELSTON" LEFT PALM WALL ASSEMBLY DETAILS 160 MPH E C INSTALL 6' SELF-AD14ERNG MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. FLASHING TO BE, 1. BOTTOM, 2. SIDES, 3. TOP VENT CAP 18 TO BE BET N BED OF SEALANT AT TOP AND BIDES ONLY. SEALANT 18 TO BE TOOLED SO A8 TO DEFLECT i WATER AWAY FROM JOINTS. x E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL r �C JOINTS AND INTERSECTIONS ' I APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO O ALL 81DE8,Y1 GAULCAULKING•JOINT ALL AN ROIIJD PER SECTION 3. Exterior IaBdrle lard Dlaaterlag BACKER ROD I Exterior use of portland cement plaster shall comply with the application - requirements of ASTM C 926-18b. X. � Installation of exterior lathing and framing ' r shall comply with ASTM C 1063-19a, 1 ; X or ASTM 1787. 00 LAYER 01, STUCCO WRAP I .; HOODED VENT ]' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SMAT14NG DRYER VENT (FRAME) WOOD 8HEATHING WRB LAYER -1, STUCCO WRAP SRD LAYER 4, FORTIMBER wow — CONSTUCTION —METAL LATH 8' CMII VINYL CASNG BeAD '• 6' RAISED BAND V TO Jv MID -WALL ,�a� arasn 6' WOE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY DEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (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 R1031.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH b' SELF ADHESIVE WOOD CONSTRUCTION OVER TOP 4 SIDES SELF WOOD SHEATHINCs FLASHING WRB LAYER 01, UNIT STUCCO WRAP PREMANUF. DRYER VENT CAP (SET IN CANT. SEALANT) WRB LAYER 02, FORTIFIBER BUILDING PAPER SEALANT • TOP 4 SIDES �' THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER LAYER M, STUCCO WRAP 6B DRYER VENT (BLOCK) Ya' TO Ys' MID -WALL WEEP SCREED LAYER -2, BUILDNGPAPERRTIFIBER METAL LATH WOOD CONSTRICTION �. Y�FN BH • IOODD 6' SELF-ADHESIVE FASTEN TO WOOD BTRICTURAL FLASHING V Cm MEMBeR • m Oa MAX BUILDING PAPER OVER 'QUICK WOOD FRAMED ale°MAID L FLASH' r — — — WALL HORIZONTAL WEEP SCREED " a� PIPE TH uRWIYsjALL—\ ( FRAME TO FRAMES 6' WIDE STRIP SELF \ ,., ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTUMD VSELPMIMASONRY FLASHI (INSTALL FLASHING (INSTALL HORIZONTAL WEEP SCREED PER MANUF. SPECS.) (FRAME TO BLOCK. BUILDING PAPER UNDER 'QUICK FLASH' 8' RANT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO sil�c�a Iv Rcc.clrc STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION `ELEC. METER FIELD VERIFY LOCATION I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM "' ­ '�R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION OUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT-PROvIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WRS LAYER'M, STUCCO WRAP ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYPICAL WALL SECTION) AL LATH APR I STEP #5 STEP #(o @)ELECTRICAL RECEPTACLE 1441 N. RONALD KAGAN BLVD LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407.774-4078 www.abdesigngroup.com AA e: 0003328 1 M � m � B 0 3 Iaysaiv ee ioa: P BBOTT PARK LOT #23 BLK. #11 ROJWT 04 81.07-23112 acoamr: 3EEB "2260-ELSTON" GARAGE BWMC: LEFT 1 PAO= WALL ASSEMBLY DETAILS 160 AWH EA. C aPRAMTOT 4/06/21 C 1/4"=1'-0"A2 WOOD SHEATHING WRB LAYER M, STUCCO WRAP It WOOD WRB LAYER n, FORTIFIBER CONSTRUCTION BUILDING PAPER IYs' HAT GRAPNEL J' THICK 3 COAT CEMENT IYV TYPE 'X' DRYWALLPLASTER i' SAF. • TOP OF WEEP SCREED iPLTM4 - TO 81IEATHING BENNO WEEP SCREED �`� WOOD SHEATHING 4' POSITIVE DRAM i �` VEEP SCREED Woc WRB LAYER -1 •_ STUCCO WRAP r - d' THICIL 3 COAT CEMENT ' PLASTER - 6' SELF -AR AFlii LL I FLABHRYs WRAPPED W • TOP OF WEEP 81-REED TO SHEATHING BELOW WRB LAYER M, STUCCO WRAP ,• .' �'� % ' '. WR® LAYER n, FORTIFISER i I BUILDING PAPER I : F.. ' WRB LAYER M, 6' SELF-ADHERENG I FLASHING WRAPPED STUCCO WRAP / • CORNER OF CANTILEVER AMIGO AM"-W.4UC-T80 CUSTOM CASING BEAD - 1 �' `-4' PY�SITIVE DRAM /I/z lieseo ar�em - _ -- NO GAP N FIELD J (BROWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nDTL. ® CANT. OA SCALE: 1 1/2'' I'-0' NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL - VINYL GASWNG BEAD S/8' TYPE 'X' DRYWALL W/tEXTURED a PANTED FINISH J' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD L 11D DRIP EDGE INSTALLATION S/8' TYPE 'X' DRYWALL W(TEXTURED , PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL G�I��� WOOD CONSTRICTION -WEATHER RESISTIVE SARRER M •WEATHER RESISTIVE BARRIER J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) UP HEADER 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. METAL DRIP EDGE PEEL 4 STICK) SET IN RILL BED OF 6' PEEL N SEALANT, K' MIN. STICK • DRIP SPACE FROM DRIP EDGE TO PACE TO TREX DECK Al GAP FOR BACKER I J1w %, P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTIMIOUS VINYL CASING BEAD WATER PROOFING lot I WEATHER RESISTIVE LAYER 0 LAYER PEEL t t BARRIER M STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO "• BARRIER MI CANTILEVER ' 6' PEEL t STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE 3' X V 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF WVXI V4 P.T. OR SN'AJLATE 6EALANT, )P MN. WOOD (TREX) FILLER SPACE PROMM DRIP CONTPMOUS FACE TO TREX Ai GAP FOR VINYL CASING BEAD ROD N SEALANT Ibt P LAYER l2 LAYER LAYER !2 LTER AYER IF t PEEL � STICK) EEL STICK) WRAPPED PROM 9/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER COAT CEMENT PLASTER METAL LATH 5/8' TYPE 'X' DRYWALL WOOD SHEATHING W/TEXTWIIED 4 PAINTED WEATHER RESISTIVE FINISH �- BARRIER M WEATHER RESISTIVE i' THICK, 3 COAT CEMENT PLASTER 4 I VE DRAM WEEP S[9REED VINYL BEAD ND GAP IN PIELD (SHOWN FOR CLARIFICATION OF SEPARATE AC4E660RI SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER •2 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @MM-ZDUG�STA�LLT�IQN Y) I Ai GAP FOR BACKER ROD A SEALANT — VINYL CASING BEAD WATER PROOFINlot- LAYER (2 LAYER PEE I STICK) XU'M SHEATHING FATHER RESISTIVE ARRIER M ` °AATER RESISTIVE ARRIER 4 SAF. \ -EEL t STAG I Vx3' 'L' FLASHNG FJLLY EMBEDDED IN ROOF CEMENT I JV X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, JV MIN. SPACE PROM DRIP FACE TO TREX _ /- PEEL N Ai GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED w 314 RESILIENT HAT CHANNEL 5/8' TYPIE 'X' DRYWALL W/TEXTtIRED N PANTED RINISH � ]' THICK, � GOAT CEMENT PLASTER WEATHER RESISTIVE BAMMER M WEATHER RESISTIVE BARRIER 4 :XTERIOR G°`AM COLI LEGEND COLUMN BHEATHUNG i' OAF. I)6'x3'L•FLASRING DRAINAGE PLANE (WRB FULLY EMBEDDED IN ROOF CENT LAYER 01, STUCCO WRAP) I V X 3' 26 GA GAL V, METAL DRIP EDGE WRB LAYER 02 (FORTIFIBER - - - • - - SET IN FULL BED OF sEALANT,)s'MPL BUILDING PAPER) SPACE FROM DRIP FACE TO TREX rINYL CASING DEAD METAL LATH x—x—x—x WATER PROOFING Mt LAYER (2 LAYER F�RDErLI STUCCO BALCONY DECK TO CANTILEVER WOOD OR 1/1W ZIP WALL i' THICK, 3 GOAT CEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLASHING VINTL. {cOL�IER ®FAD ./ / (SHOWN FOR CLARIFICATION OF VINYLCASING BEAD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION O COLUMN (Wf"L" FLASHING) SCALE: NTS WOOD SHEATHING WRB LAYER M, STUCCO WRAP Ix FRAMING MEMBER i' THICK, 3 COAT CEMENT PLASTER WRS LAYER 4, FORTINBER 2 I2f CAORNER BEAD BUILDING PAPER-\ FASTENED TO SHEATHING - . T' O.G. MAX. C METAL LATH y WRB LAYER M, a' THICK 3 COAT CEMENT STUCCO WRAP PLASTER �x WOOD SHEATHING 6'SELF-ADHERING METAL LATH FLASHING WRB LAYER 4, FORTIFIBER BUILDING PAPER SF2RN IR HEAD ® FRAME DRIP CAP WINDOW FLANGE k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING m 71' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 R`CORNER BEAD � BLOCK SHEATHING WRB LAYER 01, STUCCO WRAP 1 WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH (EXPLODED THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRV LAYER M, STUCCrP WRB LAYER 02, FOWIP15ER BUILDING PAPER* METAL LATH THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP \� WINDOW FLANGE — 1L 15B CASING BEAD ® WINDOW ( FRAME, NO BAND fl 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774.8078 FAX: 407-7744078 www.abdeslgngroup.com L AA d: 0003326 � 4 � � a O d Msary a. rc ABBOTT PARK LOT #23 BLK. #11 04 18 0-23112 HOD]aLe 3EEB "2260-ELSTON" GARAOS OWING, LEFT PAGM WALL ASSEMBLY DETAILS %160 MPH EXP. C 1 6CALM 1/4"=1'-0" 1 k )' GAP TYP J' THICK, 3 COAT CEMENT WOOD SHEATHING CAS TRIM AD PLASTERMETAL LEGEND IX TRIM MEMBER WRIS LAYER • SIDING TSTUCCO TO SITf STUCCO WRAP UM LAYER 4 FORTIFIBER DRAINAGE PLANE (WRB STURANON WOOD SHEATHING BUILDING PArOAR LAYER 01, STUCCO WRAP) SIDING WOOD SHEAT14NG WRB LAYER "2, FORTIFIBER WRB LAYER 02 (FORTIFIBER — • — • — • — BUILDING PAPER ! s WRB LAYER "I, BUILDING PAPER) METAL LATH STUCCO WRAP METAL LATH x—x—x—x J' THICK, 3 COAT CEMENT I WRB LAYER 02, FORTIF15ER S LAYER P WRB LAYER �I, STUCCO PLASTER ! BUILDING PAPER STUCCO WRAP WOOD OR '1/I6' ZIP WALL &'SELF -ADHERING METAL LATH CASING BEAD SHEATHING FLASHING '! ! &' SELF-ADHERENN!$ SELF-ADHESIVE FLASHING — — — — VINYL ANGLED ETHICK, 3 COAT CEMENT XPLODED J' FLASHING OR PEEL 4 STICK CASING BEAD ;'' CLARITY) PLASTER SIDING TO STUCCO CASING BEAD 3 GOAT CEMENT ------------------------------------------------------------ DRIP CAP (CROSS SECTION) SEALANT PLASTER WINDOW FLANGE STUCCAOYUEiAP i METAL LATH , VINYL ANGLED ` e1UO �TFl I CASING BEAD IUDOD /NEATHINO a WRB LAYER 02, FORTIFIBER _ BUILDING PAPER : ueAnIERRE/IlnrE �� i WINDOW FRAME I., _ .._ WRB LAYER "2, FORTIFIBER METAL LATH �� 'Z<T: LaPe!cnr � `•�U,- / T BUILDING PAPER I}' THICK, 3 GOAT CEMENT `' /El -ADMERWG FL PLASTER rye: Ae1+nY. < �� I uaATPEa°Tlve I E-Z BEAD VINYL CASING ' Is STARTER STRIP ' ` ILCAI�IER 11"bril I (Wl%* FLEXIBLE PVC BACKER ROD) &'SELF -ADHERING �� �J �\ OR a ; — FLASHING I �\ y lFLFn�AD!+ERnn I •Z• 1 III � DRIP GAP ��A°NtA6N. 7i WRB LAYER 01, STUCCO WRAP, 1 • x 6. 61Ml.LATED WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE rRe+R i CASING BEAD Ca? WINDOW life ,' \ r'Xl enuL &' SELF ADHESIVE FLASHING (FRAME, W/BAND) •� / "�° GAP T 2x FRAMING SHEATHING 15C MEMBERCASING DETAIL BELOW EXPLODED i ` SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME --------------- j ---------------------------------------------- ----------------------------------------------------- TRANSITION Y4' GAP TYP J' THICK, 3 COAT CEMENT WOOD SHEATHING NOTE: CASING BEAD PLASTER `. METAL LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATH R'103.1.1 / ASTM C-841-14a, MIN. 2.5, LISS. METAL LATH PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER FORTIFIBER WRB LAYER 01,, ; WINDOW FRAME BUILDING PAPP ER STUCCO WWOOD SHEATHING WOOD SHEATHING RAP WRB LAYER 02, FORTIFIBER BWYON�TRUCT�av l pWADll I BUILDING PAPER i PLAlNttd6 WRB LAYER "i, MATW11DOD°NLAT"1N. THICK 3 GOAT CEMENT ; BARREN le REAIlrivE ; d' STUCCO WRAP DA1°"E'" ! I `a'•ER M u�r PLASTER RV6' RofzADY ' WRB LAYER 02, FORTIF15ER ' RoXe/lDr1O VINYL ANGLED `, �� �� aleA7'NER RESISTIVE ; WRB LAYER 01, BUILDING PAPER I BARRIER' CASING BEAD 10 METAL LATH FLnelall� \� / ueA'-2i STUCCO WRAP VINYL CASING BEAD _13i lrARTfiR/TRIP ' `� �� / (EXPLODED ' THICK, 3 COAT CEMENT I I GZALFLvra &' WIDE PEEL 4 STICK VIEW FOR PLASTER OR WINDOW FLANGE OVER FLANGE CLARITY) � �� ��IllL� ;I i x rRm rterlxR WOMATED e, RIFIER MM AD" Tor E-Z BEAD VINYL CASING ar z PLAlMIN9 I 2X FRAMING (W/�l' FLEXIBLE PVC BACKER ROD) e-z eem vnm ca/uaa Y x ! eRLLATE MEMBER ifDDF�. (IWW FLEXIBLE PVC / 1 i IIIaOD TRM R ', eAacERROD) / -APPLY FULL BED OF SEALANT BETWE CASING BEAD ® RAISED `LAGWM �""'� I ' ""°"'G FLANGE i BUILDING WRAP ' r 9naTAT `\� O! ArPR VE /EAL�A�1T BUILDING BAND (FRAME) u'R`'P 1'7 Aild! ®bllriVE B�OAIaEIRe I�a=/1eTIVE E.z eem valrL ea/uua ----------------------------------------------------------------------------------------------- d"T"m REl�BTIVE BMItlER .! (WAf' FLD(IBLE PVC BACKER ROD) SIDING METFRAME OSTUCCO O '�"wm °'°r'� ® FRAME 1�A EZ BEAD WINDOW CASING 19 TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH; 407-774-6078 FAX 407-7744078 wwwAbdeOgngroup.com AA #: 0003326 L Ile 1111, 8 s"m ea LOT ABBOTT PARK LOT #23 BLK. #11 Pmn=Tf1 04181.000- 3112 MDDXM.g 3EEB "2260-ELSTON" GARAGL' OWING: LEFT PAGI: WALL ASSEMBLY DETAILS 160 MPH W. C P n D4/08/21 BCAIM 1/4"=1'-0" allow WA4 CENTERLINE ANALAM� 4PiR iHO6O BE TARN IN KEEPING TIf VEMPROPERLV A', BAND HR ALKNED. VEIN PIPE IS SEALEOIF UTILRED. NAIL IN PLACE SHOANIN YQ VANIMD USING I.1 NAIL8 AT FACN CORNER. ROORNG CEMENT PPRE�@R!A771RQIE� SHOULD BE APRJED TOALL 9HINDLE EDGES NEM THE 01—R EDGE AND AROUND THE ENDRE PERIMETER AS CUTWWIEGOOSENZQf KM OPENING IN THE ROOF RECOMMENCED IN SEVERE NEATIER COASTAL SHEATSNO.SI2E THE OPEMND IN ACCORDANCE MTI THE CONSTRUCTON ZONES. CHART 81W WN. IN 1HE EKM AMECHANICK VEMFAN IS USED. SIZE THE VENT OPENING IN ACCORDANCE V.1H VENT FAN MANUFACTURE'S RRNG CONNECTON INS TONS. DO NOT CUT INTO TRUSSES OR RAFTERS MEN afTTNG THE P�WEE��M Wp IN THE IMERFEE N.L.A THE PERINE OPENING 3 NA W THE TER OF THE OPENING SO TWITTME NN4NGFlANGE OF THE VENT UYS FLIT TO THE ROOF SHEATHING. SLIDE 1 THE TOP AND SIDE CANOES OF OM VENTFI ANDS SNIITO VEINFLANGES TO UY ON THE Tw 01, TNEWTiE N3LES'OM THE TCP W THE SMNOLE8. ROOF HOOD VENT DETAIL EI CUT NOU"E"EAP AT N' AISLE MODIFIED 'I' CUT N HIOIMEI~ LINE CP WHOM OP@°NO APPROVED HIOIBEIRAP OVER SKATHNS OVER -, UD ETUD WALL STEP 1 MASHING, M I- eaL SILL RlxISIL! PLASHNS DO NOT SCAL BOTTOM PN STEP 6 Tiff-r-ORAMLT POLO -LP M SEC TUCK FKLAPUr0 It HEAD POLO HOUNE IN AT JAMBE N SLOPE °U.L R STEP 7 NEOPNENE RPE AND OVER ALIGN PLASNIM UV INT. EON! OF SILL RO. M OW.feOALLr PASTE/ PANNED E2SES.(CAP NAJLS. STAPLES) INSTALL OUPO'IT PLIDU RAP AS n R-49OWS AT TN Pow HOUSE~ Dom A TAPE DIAAONA L CUT . ACROSS HEAD Q ENDOD N PLUMBING VENT DETAILS SCALE ws UTI.Y A►' NO'L _ wTALL S' WO! ADIM" - SACIU D PLE COLE PLASHING MATEEAL OVER DRIP CAP JOINT(PROTRWO-URAP DT-20M. w IdYV) STEP 8 14;010 WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS STEP 4 MDERUVMENT ASPHALT 1� ROOFlNO CEMENT II TRAFASTNERS IN END OF SMNGLE ND END SMNOIE AT LEAST 12' BEYOND VALLEY CENTERLINE 1' aIPPED OFF CONER AT H5 DEGREES FROM VALLEY CENTERLINE— — IT W THE =WACTOIIO RESPONINOC-TY TO VCIeS,TY ROOF VALLEY DETAIL THE`° ,SHALT" ""'I-ADNERIND "°N° THE COMA IOLITY rF W PIRODFEItlNQ, GOAL R ASNM° MATERIALS U6E0 DURING CON°TIENCTION. 2. INSTALL ALL MATERIALS PER MA40W-TURMPO 111111177114 SP'lCPICATIONS SEALANTS MAY REACT ADVERSELY F NOT COMPATIBLE. EAN AND REAL JAMB TO SILL JOINT& YSTH DOW It" FOLLOWINCa COMPLETION OF EXTERIOR RETROPIT WOW REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER M MSION BELOW THE WNC= OPENING ALAAL INTERIOR PERIMETER OF WINDOW WITH SENT APPLY 061 RW (O NaAAL) SEALANT M wwcv WCm JOINT. FLUID APPLED K ASNIN6 (LMWGO WHITE -SEAL FC-SS OR EGUAL). SLOPE BILL TO Ex Na M L IT 16 THE CONTACTORS RESP'ONIEISI TO VlRFY THE C40 PATMLFlY CP ALL PRODUCTS INCLUDINS SEALANTS 4 6W-ADFEIISN6 MA61406 MATONSALS USED DUPONS CGFOTRUCTWX 2. PLASHNS AT EXTERIOR URDOUO AND DOOR OPEM,M SHALL BE INSTALLED IN ACZORDANCE WTH MANUPACTUEPM INSTALLATION IINSTIROCTIONS AND APPROVED METHOD U OF PSC 1410" 1.1 IN AC 0RDANCE WITH PRINE6TRATIOW MAMFACTURER'S N6TALLATION AND PLA614146 NSTItlICTION6. YISRiQWOM SEALANTS MAY REACT ADVERSELY COI'1PATIBI.E. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003326 q V h aysaii.01A ABBOTT PARK LOT #23 BLK. # 11 Fv am momwT# 04181.000-23112 woaaz. 3EEB "2260-ELSTON" LEFT PAGE WALL ASSEMBLY DETAILS 160 MPH E . C �\ 1/8' TEXTURED FINISH • Wom, oo 1/2, TEXTURED x y, 2x6 SUB-BANb FINISH cm x x x ' W/1'x4' NOTCH A METAL LATH x x x x x END, WRAPPED IN PEEL t STICK METAL FASCIA WR41' WODD SHEATHING OR cm x x x x x x WRD LAYER 01, x x x x x x DRIP EDGE �\ STUCCO WRAP(FRAME oNLY) x x x x x x x x x x x x \ — WRB LAYER 02, FORTIFIBER x x x x x x x x x x x x x 1/6' TEXTURED i\ FINISH a WOOD \\ 2X6 Sue BAND _ __ BUILDING PAPER (FRAME ONLY) ROOPING CEMENT x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU FELT PAPER 1/2' TEXTURED \ / FINISH ®CMU EDGE x x x x x x x x x x x x x x x x x x x x DRIP EDGE \\ x x x x x x x x METAL FASCIA METAL KICK our x x x x x (REFERENCE POINT WRAP Ys' FROM \ © FLAN B ONLY . FOR WALL OFF STUCCO, I' FROM \\ x SET OF COMPONENTS) WOOD WALL \ EXTERIOR WALL \ METAL FLASHING, WRAPPED (FRAME OR CMU) \\\ I' MIN. Ya' ABOVE BOTTOM OF DRIP EDGE NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ROOF KICK OUT REMOVED N\ \\ FOR CLARITY \ ROOF DECK (BEYOND) 00 `\DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) � 1 ' I/&' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH s CMU �/2x6 SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ® E L E VA T I ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 'E'\PL,4N A PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-C* SCABBED TO TRUSS W/12cl NAILS 6'-S' O.C. MAX. 2x SUB -BAND W/U4'x4' NOTCH ,s END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL® WALL W f KIC K—OUT 2x SUB -SAND W/I112'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY kME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND APR 2 WAD 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdosigngroup.com AA #: 0003325 124 s m 14 i lsysa:v ae Loan ABBOTT PARK LOT #23 BLK. #11 p'noixcT# 04181. 0 -23112 aroaIMe 3EEB "2260—ELSTON" OARAGE OWD90: LEFT PAO]& WALL ASSEMBLY DETAILS 160 MPH/W. C FOUNDATION NOTES 29-8" 2'•1" 10'-0" 17'-7" TEA F7---7 e 26'.2" 3'-6" w O w SLAB 0,_0" TOP OF q 6.wl N lu Iw SLAB ,O EXTEND FM-18X18 4'-0" SLAB' 1/2" 13'-W 12'-8" I I I `4" PVC CHASE O0I D $ -0 I� TOP OF � I SLAB LL ' I 21-4- ,;�' 8,.2„ z / C 1 1A P R a 11 ? a 'all ii � n I U iv ii ii Z / U it w LQ UP TO 2ND FLOOR w �� r ro 6'-5" (FIELD VERIFY ,y s y 4 I BD EXACT LOCATION) q o ,.1 N L _ _ _ _ _ _ CW18X12 _ s --I iv II TVVC-18X72 �x — — — — — — F-2b..224 7 8" I — — — —234 �SSS — — 8 CWC-18X12 EXTEND I" m `O 1.1 SLAB 1 112" i 51/2' FWl6X1_Bj EXTEND _ SLAB 1 112" °D M 4" CONC. SLAB m N I a� xI €7 Oa LL W SIM. 1A 2 I a N FM-16X18_ J Y ,. 1.1 m mIrn m I LLI 4 4 Y I L _ FM•16X78 _ _ J 161-0,• 2'-10" '4" 64" '4" 21'-8" 8'-0" 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 + 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 WINDOW7DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I I.OINDICATES #5 BAR, ElINDICATES #6 BAR,NNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,0W PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR VWVM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS l6x6W1.4.Wl,4 OVER 3 10 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 IF, - (2)#611 FMC-16x1B 1S, CONTINUOUS 16' - (2) % VARIES TEA e" SEE PLAN 8" - 1 's TE-2 1Z' SEE PLAN 10' - 2) 's F-24x24 24" 24" 12' ( a () #5's (+)a'-0' F2-24x24 24" 24" 16, O #51s O 's CW-16X12 16' CONTINUOUS 1T CWC-16X12 16' CONTINUOUS 1T - (2)#5's #S IN CURB VARIES F1-30X30 1 30' 1 30" 1 12' 1 (3)#5'e (3)#5's (-)0'-8" Ft-24X24 1 24" 1 24" 1 12' 1 (2)#5'6 1 (2)#5's (-)0'-6' 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 all O R a Q}Q}Q} 1 tMDIV. & LOT: ABBOTT PARK LOT #23 BLK. #11 PROJECT* 04181.000-23112 MODEIt 3EEB "2260—ELSTON" GARAGE OWING: LEFT PAGE: FOUNDATION PLAN 160 MPH ER. C a TEE: a/o8/z1 BCALE: 1/4"=V-0" SHEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING Z t, 1 v Z STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED •° — - v °v 4 a CELL SEE PLAN FOR SIZE AND Q a CELL SEE PLAN FOR SIZE AND O } SPACING REQUIREMENTS ° °, vs° SPACING REQUIREMENTS w � �j� GARAGE DOOR a0 U j � � 11e I j RECESS J � a Q to v —�_ O N 6' CMU WALL O 6' CMU WALL RNER SIZE AS LARGER BAR I ° W LU 8' (#T.i, Z o .el INFOUNDATIONWITIH 30" LEG EE w Ux N -0 - TOP OF SLAB WAY AT ALL I I SO THAT THE STEEL ERE NS IN F. IS CONTINUOUS CTIONS ° N TOP OF SLAB `� _..:...yn.—r MATCH AMOUNT OF CONTINUOUS BARS ?�1� CURB FOR EXT. PORCH SLAB BESLAB SCHEDULE BAR SIZE 48 BAR DIA CHAMFER (iSTORY) 18"EXT. - ; � -VARIES � SEE SLAB SCHEDULE TOP OF GARAGE •FOOTING PORCH SLAB I4" CHAMFER (1-STORY) ° � I �` CONTINUOUS STEEL MONOLITHIC REINFORCEMENT 5EE SCHEDULE °JOINT �/ i" ASONRY UNITS SET Z=p.AT ELEV: W/ 1l2" ISOLATION (WHERE VAONIIARQIIA'NTITY ' CHAMFER (2STORY) #4 24" W/ 1/2'ISOTION l T 6"CHAMFER (2-STORY) APPLICABLE)E SCHEDULE 30" JOINT (WHERE ••- EE SCHEDULE#5 APPLICABE)4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WXD, BAR SIZE #6 FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST 36 AND BAR QUANTITY NUMBER OF BARS (te. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 GARAGE scgLE:34"=1-a 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1' 0" (1) #5 REBAR VERTICALLY W/ CONC. U Q POURED CELL LAP TOP PLATE A MIN. OF 48" Q O 8" CMU AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. 4 #4 REBAR @24" O.C. 0 CENTER OF LAP TO OCCUR OVER STUD OF WALL W/ PLAN w S Z Qi Z SLAB W 214 OR 2x6 WOOD BEARING PROVIDE BLOCKING W WALL W/SYP U > v O x"O I Z CAPPED GALVANIZED PIPE LWLI Oa I N No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE H U W/FLANGE 0 BASE O d SECURED W82 PART g 1/2'k9" WEDGE ANCHOR W12' TTo B E PT. PROVIDE DBL. TOP 112'W'WASHSET IN HIGH STRENGTH C I EPDXY. MIN. EMBED EPDXY 5-112" EMBED. MIN. 0 16' OC • °O b m J S 8", UNO Q O FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. i;l I _• - 4" CONG, REINF. Wl = K SPECIFICATIONS FOR U) Q BTM AND TOP PLATE ANCHORS 10dx 1 m 6'k6'#10 WWM ON SECURE FLANGE T1 S m USE AND I AI ALL COMMON NAILS FILLALL N W 1 S-MIL POLY ETHYLENE SLAB W/41/4,•X21/4„ TAPCONS) PREPARATION OF HOLE. HOLES, DO NOT USE 10d W W K-D„ _ < II VAPOR BARRIER ON • WELL -COMPACTED Z LJL x 3" Q SEE SLAB SCHEDULE X j CLEAN FILL TERMITE CEO} Q TREATMENT SHALL BE TOP OF SLAB BORA-CARE e� f (2) CONT. #4 REBAR 4" CHAMFER (I -STORY) f 6' CHAMFER (2-STORY) (2) 05 REBAR ON CHAIRS • Z a= 12' MIN. DEPTH INTO W 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. EE SCHEDULE FOR WXD, BAR SIZE VIRGIN OR ENGINEERED SOIL >O SLAB HEIGHT LESS THAN T-6" MU COMPACTED SOIL pER PLAN BOLLARD 5 scALE: 3/4'•=1'-a' ADDING BAR TO AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP MONOLITHIC FOUNDATION SDALE:34=,-0" (W/UPLIFT) FOOTING W/ BLOCK WALL SCALE:34"=1'-0 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 W116d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND 2x40R 2x6 W000 BEARING PROVIDE BLOCKING SPACING REQUIREMENTS WALL W1 SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE i PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO Q ^ a SLAB W/t d MASONRY STM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL TGG NAIL 16' O/C STAGGERED. 16" O/C STAGGERED. a� w ADDITIONAL METAL CONNECTORS NOT ADDITIONAL METAL CONNECTORS NOT 00 U a REQUIRED WHEN NO REQUIRED WHEN NO 0 O to UPLIFT IS PRESENT. UPLIFT IS PRESENT. O 8" CMU WALL w Z +oa OURED LINTEL CONT. (TYP.) SLAB SCHEDULE 8'CMU FILLED CELL (TYP-) ���TOP OF S Q SEE SLAB SCHEDULE 0, [SEE I• 2X WALL FRAMING TOP OF SLAB ..a w0'-0" . SEE SLAB SCHEDULE IF 1/2•' DIA. SIMPSON STB2 BOLTS 5" .�. TOP OF SLAB -a° Z Z — d MINIMUM EMBEDMENT INTO �_ • • n - °� g "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° - • ° CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH ��— 4 SEE SCHEDULE ° FOUNDATION AND SLAB SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WXD, BAR SIZES /FOR WXD BAR SIZE itFOR WXD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY ��� AND BAR QUANTITY �r INTERIOR CURB $ FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL 9 ScgLE:3/4"=T-9' (NO UPLIFT) COMBINED EXTERIOR MONO- FOOTING AND COL. PAD 10 INTERIOR FRAME BRG WALL TO BLOCK WALL CONNECTION SCALE:3/4"=T-a' (NO UPLIFT) SCALE: 3/4'=T-a' 11 SCALE: 314"=T-0" 1441 N. RONALD REAGAN BL LONGWOOO, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 3 mill" L-L-3 avzialy. aLOT: ABBOTT PARK LOT #23 BLK. #11 PROJECT# 04181.000-23112 MODEL 3EEB "2260-ELSTON" GARAGE OWING: LEFT PAGE: DETAILS 160 142H EIT. C I PAVERS IIIIIIIIII�II� TOP Or-0-8 A_ SEE SCHEDULE FOR WMxD, BAR SIZE Lz�_ AND BAR QUANTI] TRENCH FOOTING 1 AT ALL PAVER AREAS SCALE: 1/7'=1'-0" LAPTOP PLATE A MIN. OF 48' - AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING — WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SIMPSON SPH4 OR SPH6 8TM AND TOP PLATE ANCHORS W/ 10d x 1 1/2' COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/ 1/2"Ag' WEDGE ANCHOR W/7' WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. 0,S' OC MAX. SLAB SCHEDULE SEESCHEDULE FOR WAD, BAR SIZE AND BAR QUANTITY 5 INTERIOR FOUNDATION WOOD WALL scALE:3/a•=r-a• (Nj/ UPLIFT) MIN, 10" EAD W/+1" NOSE #4 REBAR (TYP.) -- - • TOP OF SLAB Z 1/7RADIUS OR aCHAXAMFER ° US . . • ¢ auk z3a �mt9 —mac EXTERIOR STAIR DETAIL 2 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ? SPACING REQUIREMENTS i as z ❑ � 8"CMU WALL � d_>a i W oC N Ix SEE SLAB SCHEDULE mIr ° EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY CURB FOUNDATION CMU WALL D"�% 3/4"=1'-0" Z g STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 SPACING REQUIREMENTS a m W s U c Z 8" CMU WALL �—+ TOP OF SLAB ° SEE SLAB SCHEDULE Z W EXT. PORCH SLAB M#74211 2>W/ 1/2" ISOLATION 4" CHAMFER (1-STORY) OJOINT (WHERE • • 6"CHAMFER (2-STORY) APPLICABLE) z MATCH STEEL 6"PVC CHASE N REINFORCEMENT THRU FOOTING PER SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE 6 THRU FOOTING SCALE: 3/ 1--I' 1 UP OF SLAB T q q� 9 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS — 8" CMU WALL SLAB SCHEDULE EE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY �11NTERIOR FOUNDATION CMU WALL SCALE' 3/4"=1'•0" T 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 wwwAbdesigngroup.com AA M: 0003326 b 8 atmDm ac I.OT ABBOTT PARK LOT #23 BLK. #11 PROJECT# 04181.000-23112 moDale 3EEB "2260-ELSTON" GARAGE 91111►iMG: LEFT PAGE: DETAILS 160 WH . C 2 D 4/O6/21 &CALE: 1/4"=1'-0" aHEET S1.1B FIRST FLOOR DOWEL PLAN SCALE: 1/4" = 1'A" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.com L AA 8: 0003325 w c� da Q [PiFtOJZCT# LJBDIV. Ae LOT BBOTT PARK LOT #23 BLK. #11 04181.000-23112 HODEL: 3EEB "2260- ELSTON" GARAGE OWING: LEFT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH F.V. C AUM DACE: 4/06/21 8CALE: 1/4"=1'-0" SHEET s1.2 TIE VERTICAL REBAF TO HORIZONTAL � REBARHQOK Z Z GROUTED BOND BEAM — Z VARIES PER ELEV. a CLEAN OUT REQUIRED Q FOR INSPECTION • I TIET/ERTICAL REBAR < TO HORIZONTAL REBAR W/ 10" HOOK a_ BAR SIZEI 48 BAR DIA. Z W #3 1B' O #4 24" M U #5 39 #6 36, #7 42' HORIZONTAL/VERTICAL (D REINFORCING SCALE: 314"=1'-0" W W QU O a NEW REINF. BAR N I SECURED W/ 2- PART d a EPDXY. MIN. EMBED J g 6., UNO J FOLLOW ALL MANE 2 Q W 0 SPECIFICATIONS FOR _ USE AND m PREPARATION OF Z m HOLE. 4. - - - STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=T-0" OFFSET METHOD CONTINUOUS BAR SIZE 480AR DIA. METHOD as za' HORIZONTAL/VERTICAL #5 30" REINFORCING #7 42; SCALE: 3/4"=1'-0" #5 BARS a 1.8" ,- CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 wwwabdesigngroup.com AA #: 0003326 o a 14 8U13DIV. de LOT: ABBOTT PARK LOT #23 BLK. #11 PROJECT 04181.00t-23112 moDzu 3EEB "2260-ELSTON" GARAGE XVf MG: LEFT PAGE: DETAILS 160 MPH E C DATE: 4/06/21 BCALE: 1/4"=1'-0" EFIEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAi6 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8836, .177" " x 2 7/8" LONG, WITH WASHER Q 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. HEADER SCHEDULE MARK DE8CRRIIP77C`N REMARK O (2)M (2) 2X12 BEAM SCHEDULE RZEUM INDICATES OPENING BELOW/ T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF CH / 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 (c SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP I MID SIZE SPACING BB1 MASONRY 3000 6x16 (1)#5 1 (1)#5 1 N/A I GROUTED SOLID 8132 MASONRY 3000 6x8 (1)#5 N/A I GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" - V-0" IRF14-1T/OM/OB 3TM. C 6'-B" 1441 N. RONALD REAGAN BE LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #c 0003325 C aUBDLv. ea L/oT ABBOTT PARK LOT #23 BILK. #11 PROJECT# 04181.000-23112 MODWL4 3EEB "2260—ELSTON" GARAGE OVIMO: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH MR. C PpmcT DATE: 4/06/21 aCAL.E: 1/4"=1'-0" SHEET kk s2 #5 CORNER BAR W! 3(Y' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1d' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 34'=1'-d' NOTES TO THE INSPECTOR/CONTRACTOR TYP 6'x6' 1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM 1i16 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. �\,\PLACE STEEL HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 0 REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND NG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, TYR 8"x16" jp 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM 0 COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1' TOP OF THE LINTEL. / �O 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. P85- Q�G� 8x16 DBL BOND TOP OF BEAM W! (1) #5 BAR BOND BEAM •\O EACH COURSE O 8x8 BOND BEAM T P OF • P.�'\� W/ (1) #5 BAR BOND BEAM OF F = FILLED W/ GROWTH �M TOP NOMINAL U =UNFILLED LINTOUT SOLID EL TO TOP OFOBOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 R 16-1 T l , B 8x8 PRE -CAST CONCRETE NOMINAL —� 5 f�P LINTELW/(1)#SBAR(L2) MASONRY Q� HEIGHT # OF #5'S, TOP LENGTH OF BAR WIDTH OF 9 OPENING - 7' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THAT XFXX-1TIiMNBINDICATES ADOUBLE BOND BEAM #OF 1�'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1'-d' AND XFXX-1T 0MNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS 7 AND XUXX -1T/i MJOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX- 1T,OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3) 1-3/16 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 31�„ M (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST to OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL - MIN EMBEDMENT 1 1/4") 8" 'v SLOPE FROM EACH END AND 18' O.C. MAX. MIN 1-1/4" EMBEDMENT �t 2x8 (MIN 2 X 3)2-3/16 VE PIN N OPEN FACE SHELL SO SHANK SIZCON E. 1D45 MIN HEAD TO ALLOW BENT SM'E83 2X4 SOLID BLOCKING BAR TO BE PLACED IN FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #S MIN. REQUIRED IN 16' O.C. MAX. MIN 1-1/4" MiN. 2-12d PER BLK EA END VCMUWALL BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW 7/16' OSB SHEATHING �1 SILL CONSTRUCTION CORNER BARS Y ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE:tt2= -0" 5 J 3 SCALE: 3/4"=1'-0" SCALE: 374"=T-0" PROVIDE 3" DIA HOLE IN LINTEL $O THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL > I — I SINGLE #5 CORNER A BAR, 3D'. TURNED UP !N O I ( OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM () (� PIER 8x8 CMUSINGLE' PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. I I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANG LINTEL CHANGE IN ELEVATION OF BOND BEgM SINGLE LINTEL, MULTIPLE OPENINGS a SCALE: 3/4"=l'-O" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.wm AA #: 0003325 W SUBDIV. & LOT ABBOTT PARK LOT #23 BLK. #11 PROJECT# 04181.000-23112 MODEL 3EEB "2260-ELSTON" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH E C "LOTTIS 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 SAFPL AD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH---_, ENGTH 8U8 Bade 61T 1T 1T 1T/OB -1T/OB TYPE LENGTH 8/8 PLAIN 818 SOLID TYPE LENGTH WlT 8H6-IT V20-IT Br AT 8/28-1T 0132-1T am-ma 1T/1 1T/1 B•1Tl18 -1T/1s e/8-2T B/18.2T Br2G-2r a/24-2r ert8-zr Brd2-2T Y-W PRECAST 1438 952 3114 4217 Sul 6425 7531 7-6- PRECAST 689 1024 Y-6* PRECAST Iwo 352E 4394 6263 6132 7001 2485 5113 63e5 7708 9031 10000 15g 3524 4394 5283 6132 7001 4'-0" PRECAST 1085 700 2 3125 3945 4765 56e7 4'-0' PRECAST 514 763 4'-0" PRECAST 1383 3060 3615 4570 6325 BW9 1981 6113 7192 6524 7827 8751 1303 3060 3815 4570 5325 0079 4'-0" PRECAST 819 533 1770 2400 3033 36M 4300 4'-6" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 6379 1625 5743 7647 S752 6541 756E 1207 2707 3375 4043 4711 5379 5' 4' PRECAST 931 1247 1999 2660 3123 36M 4249 5' 4' PRECAST 411 411 5'�" PRECAST 1016 1808 2374 2044 3513 408E 1319 4400 7196 7342 5760 8259 1010 2275 208 3399 3951 4084 5'-10' PRECAST 817 1024 1831 2090 2549 3009 3470 5'-10' PRECAST 340 339 5-10" PRECAST 909 1409 1971 2443 2916 3387 1161 3093 58T7 sm 6548 577e 920 2DW 2503 3107 3620 4133 V-6" PRECAST 692 1139 3227 3031 3707 4383 5081 8 8" PRECAST 410 721 6'$" PRECAST 835 1201 1578 1965 2332 2709 1139 3227 4598 7054 10000 gg� on 7888 2329 2790 3251 3712 T 8' PRECAST 570 938 2498 2205 2698 3191 360 T 8" PRECAST 303 534 T-0" PRECAST 716 900 1181 1462 1743 2025 2498 3408 4804 7087 8472 727 1624 2026 2426 2827 3228 9'-4" PRECAST 428 633 1593 2204 2481 2618 2621 W-4- PRECAST 192 384 9'-4" PRECAST 454 586 767 948 1129 1310 639 1674 2298 3081 4099 4N9 572 1318 1643 19e9 2164 2519 10 8' PRECAST 388 487 1247 1767 1904 2163 2028 10$" PRECAST 151 301 10'$' PRECAST 356 465 612 765 899 1042 55D 1407 1807 2781 3222 376E 604 1180 1472 1783 171D 1989 1114" PRECAST 330 544 1312 1742 2252 28M 3630 11-I'" PRECAST 132 417 11'-4" PRECAST 43D 406 53D 653 777 872 644 1312 1742 2252 2888 3652 488 1042 1372 1843 1470 1710 12'-0" PRECAST 308 507 1210 15M 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 306 476 587 698 763 507 1210 1596 2048 26N 3171 440 940 1300 1500 1314 1476 13'-4" PRECAST 270 433 1045 1356 1732 2167 2535 13'-4" PRECAST 82 298 13W PRECAST 3D6 303 393 404 575 645 414 1045 1365 1732 2316 2805 398 760 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 Iwo 1988 �� 14'-0" PRECAST 71 293 14'-0" PRECAST 390 979 1272 1e08 1950 2389 378 717 961 1192 975 1133 8' PRESTRESSED N.R. NR NR NR NR NR NR 14'$" PRESTRESSED N.R. 283 14'$' PRESTRESSED 239 422 500 on746 am14' 468 1079 1429 1824 2277 2712 246 883 880 1237 1474 1715 15'-4" PRESTRESSED N.R. NR N4 N1 NR 15'-4" PRESTRESSED N.R. 252 15'-4' PRESTRESSED 224 884 793 41 412 101E 1340 70 1703 2118 2513 230 Ole 818 908 908 13 119E 1353 t572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 1T�4" PRESTRESSED 187 326 355 451 587 660 3 00 856 1121 1413 17m 2047 192 506 720 501 1135 1312 191-C PRESTRESSED N.R. NR NR NR NR NR NR 19'4" PRESTRESSED N.R. 148 1914" PRESTRESSED 162 Zee 348 430 513 595 235 738 989 1200 1467 MO lee 429 623 803 950 1098 21'-4" PRESTRESSED N.R. NR NRPUM4 NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 627 180 596 1038 1168 1488 142 373 537 ON 818 943 2'-0" PRESTRESSED N.R. NR NR NR NR NR 27-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 228 290 359 428 497 105 S50 992 12M 1381 137 358 S13 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 724 174 245 302 380 478 129 480 87A 10% 1147 124 319 1 455 1 587 1 687 m - 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 81 LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 f 8 w � o PC >lUHDM k L074 ABBOTT PARK LOT #23 BLK. #11 PROJECT# 04181.000-23112 MODELa 3EEB "2260—ELSTON" GARAGE OWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EA C 12 DA Z:RINT 4/08/21 ■CAL,E: 1/4"=1'-0" SHEET S2.2AA FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO 01000: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 PSS36, .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 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER I ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3, TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN, COLUMN SCHEDULE MARK SIZE & SASE PLATE OR REMARK DESCPTION RI REINFORCEMENT 4.4(3 1/25131/2") HTT4 W/ 518" CIA. x 5" EXP. SYP. PT, WOOD POST I BOLT r---------1 FIRE I _25�FT. TLOP I 3/4" SUB FLOOR �2X4 NAILER FOR DRAFT PRE-ENG.fa STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS �I 3/4" PLYWOODI DRAFT STOP 'I PRE-ENG. FLR. JOISTS 1'��II 1 fl 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS 96 Mt 3u x x 1 \� "1A I u u h n n u u u u u If 11 -Ii� 0 V. If 11 11 II^ A II It itII II II II II 11 II II II II II II II II I II II II II II II >,� II II II II II II II II II II II II II II II II II II II 1+4 u u 11 n u u u u n u u u u u n n u u n n n II II II II II II II II II II II II II_ II II II II II II II II II II II�„II II II II II 11 II II�I,II�I' 'll II II II II�,�II II II �-- - II II II 111 II 11 111 It II ril"if--N' II II 11 It 11 0 11 u N----II 1111 II II II II II II II II II 2XII IAD II BEARING G n WALL W! SYP NO 2 II II STUTOP DS OF WOOD II 11 WALL EL. STUDS II II II II II u PROVIDE DRAFTSTOPPING, �— SECjVUD ALONG THIS TRUSS AS TO = _ = TO LLIMIT AREA TO 1000 S.F. W/(1PER FBCR 502.12 NAILSSIMPSON HU26 W! ((4)) 1/4" X23/4" TITEN 2 ANCHORS TOCMU & (2) iNAILS TO TRUSS SIMPSON LGUM26-SDS WI (4) 3/8" X 4" TITEN HD ANCHORS TO CMU & (4) 1/4" X 2 1/2" SOS SCREWS TO BEAM PRE FABRICATED WOIS7 98 108 3 M ¢ y�1r 0 24" O.C. MAX 1 1 1 SIMPSON HETA 16 W/ (2) 1/2" WOOD PANELS FLOOR FRAMING PLAN SCALE: 1/4" = V-0" IJOIST 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 9 b s1 � 2 4 O a 4 ri mmmT EUDDIV. de Lo ABBOTT PARK LOT ##23 BLK. ##11 PLtOJECT# 04181.000-23112 MODEIIC 3EEB "2260-ELSTON" GARAGE SWING: LEFT PAGE: FLOOR FRAMING PLAN 160MPH E C 2 1 9CAL.E: 1/4-=1'-O- 1 s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE ® 24" O/C, SUBMIT SHOP "ROOFNJALUFLOOR DRAWINGS FOR REVIEW SHEATHING A{1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE (9) 10d x 1 }" NAILS TO TRUSS (1) SIMPSON HETA16 "ROOF/WALLIFLOOR # 1100 UPLIFT SIMPSON 6{2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: APT SYP #2 7' x 4", HTSM20 W11010d TO SHEATHING (12) 18tl x 1 �" NAILS TO TRUSS FASTENER SCHEDULE" (9)10d x 1 }" NAILS TO 6", 8" x 4'-0" MAY BE ADDED TRUSS AND (4) 1/4" x 2 1/4" DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W! 10d NAILS, 2 ROWS, 3" TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN , • ADDITIONAL PLY MAX. TO NOTE: APT SYP #27'x r, CONJUNCTION WITH -- ti'• __. _ACCOMMODATE GIRDER _. # 1900 UPLIFT (2) SIMPSON (16) tOd x 3 }" NAILS TO GIRDER AND -- 6", 8" x V-O"MAYBE ADDED HEAVY UPLIFT : • TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS AN W/ 10d NAILS, 2 ROWS, 3" CONNECTOR OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD WITH (12)16d x 3 J" NAILS TO GIRDER O/C TO FACILITATE ONE ADDA ITIONAL PLY MAX. TO BLOCK WALL W/10 tOtl TO LONGWOOD, FL 32780 -(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN TRUSS AND (4)114" x 2 1/4" 1X2, 2x WOOD FASCIA ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM PH: 407-774$078 SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4)'F' x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL FAX: 407-774-4078 2x SECURED W/ (3)16d �' x 2}" TO GIRDER WW W.abd081gngrDUp.com GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH AA #: 0003325 1x2 SECUW/ 10d TRUSS RED ES 0 24" O/C, 1x2, 2x WOOD FASCIA (2) J" x 5" TITEN HD TO CMU AND (18) SDS }' X GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 17, O/C FOR REVIEW 2x SECURED W/ (3)1, 042) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) �' x 5"TITEN HD TO CMU AND (18) SOS }" x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12' O!C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, 1_ 770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = W85 LBS (2 PLY MIN.) 2" COVER & 7' APART TYPICAL TRUSS/ REPAIR OF MULTIPLE 1A 1 B 1C GIRDER CONNECTORS) CALE 34-1 0 2A 2B 2C TYPICAL ROOF 3 MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) SCALE:34"=1'-0' SCALE: 3/4"=1'0' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3)12d ® EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA1220 GAUGE PER ELEVATIONW/ 10dx1/2 HDG COMMON NAILS. EACH END TOTAL OF 10 sun BACXBtBLOG: 1UCKNM 4500 3/4"WOOD PANELS 8000 (2)12" WOOD PANELS 60 (2) 72" WOOD PANELS 90 2x LUMBER COVER 5 TRUSSES) 4". O.C. (AT SHEATHING 0'-0" TO 3(Y-0" (1) "X" BRACE SEAMS) 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE 8'-0" MAX (W/jX4) (t) "X" BRACE @ CENTER TO BLK W/ 1/7' DIA OR 19.0" MAX (VN/2X4) (2)'7C BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' . "ter FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA STRENGTH EPDXY IT' �sCo rrg p�L 4 4 a� tiLL 9 tx4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PER ELEVATIONBTM. WITH CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BACKER BBLOCK BACKER B BRACING, SEE p,T. PLATE W/ 12d'S PRE-ENG WWIST PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX 5/8" GYPSUM BOARD OR 1/2" HIGH o V yay MAY NOT BE REQUIRED TRUSS ENG) N 2x4 SECURED W/ Q STRENGTH CLG. BOARD iv F EACH (2)1 EACH TRUSS (2) SECURE IJOIST TO TOP PLATE E I S TO BE INS w! (2) 12d TOENAILS BTM. CHORD OF 10'-0" O.C. MAX. WOOD ROOF TRUSSES DOUBLE TOP PLATE HTT4 WI5/8" A.B. WITH SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE MIN, 7" EMBEDMENT TO SLAB & (18)16d x 2-1r7 NAILS TO POST., BOND BEAM REQ. SER13 C � M�� 9L ,6 STM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. SEE SIZESHEETS1 PATTERN POST TO SIT DIRECTLY ON SLAB 2 - °- y 10BTM. CHORD BRACING S'-0" O/C END WALL OR OTHER MAX., OR 2x4 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 �'1 RTM CHnRI� RRACWC� � BLOCK WALL W/ GABLE END 1500 3/4" WOOD PANELS 6000 (2) 112" WOOD PANELS 60 (2)1/2' WOOD PANELS 80 2x LUMBER A. I- SCALE:3/4"=1'-O" I PRE-ENG D TRUSS SCALE: 3/4„=1'-0" • . LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=V-0' I -JOIST CONNECTION @ L.B.W. (NO UPLIFT) 24" B" END 8MAX. " 24• MAX. w/ I,IDIsr SPACING END w/I-JOISTMFRAM— rvP TYP P ACIN MAX MAX • NO OF LEENOTCH ' ' THE USE OF ALTERNATE MATERIALS MAY BE DEPTH 1/4'D)ggXX ,% iJ/" HOLE EDGE>5/8" ] � HOLEDIAMETER 1/2 EXP (2EDGER BOARD BDLT/J-BOLTwrY L WASHER 85 7/2' TO BE USED MIN. EMBED. MP) W1'('HI-J013T W EDGE LEOCER BOARD TO 1. ENSURE THAT EXP. BE USED MATH I -JOIST BOLTS/J-BOLTS ARE PLACED B Tl.l-BOLT W/Y WASHERS . (Itr TY MIN.EM8E0.(TYP) USED SO LONG AS THEY CONFORM TO THE FOLLOWING sysa:v ac L02, ABBOTT PARK LOT ##23 BLK. ##11 [PROJMCT# 04181.000-23112 MODEU 3EEB "2260—ELSTON" GARAGE BWMG: LEFT PAGE: DETAILS (I —JOIST) 160 MPH E C <2/5'D SGL. STUD INTO GROUTED CELLS, 8" ALL OUTER 113 OF AROUND BOLT. LEDNT GE 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY 2. SPLICE OF LDLAP A REAR LEDGER A AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS LEDGER SHOULD LAP A MIN OF ) a �c 7 Z EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" io 3. ALL BOLTS TO HAVE WASHERS C2) 2X12 1O�C rO g AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND JHA-SIMPSON IU51.81l16 G < 1400 LBS, U c 70 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. 4. EXP. BOLTS/J•BOLTS SHOULD SYP PT ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 NOT BE ANY CLOSER THAN g B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-SOLT, 5" MIN. ? O/G Z THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 E 5. ONLY LEDGER IN DIRECT f A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 C - SIMPSON MIU3.56/16 G < 29W LBS, U c 210 LBS W/ (4) 3/4"° WEDGE-BOLTIJ-BOLT, 5" MIN. (2) 2X8 CONTACT (REAR LEDGER) WITH REAR FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE IRI /� 2U EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-12" GALV. NAILS TO JOIST SYP PT CMU REQUIRED TO BE P.7. LEDGER SUBJECT 70 F1 AND F2 FORCES. L L BTM. J HOLE DIAMETER PLATE < 3/5'D DBL. STUD FL#17241 D-SIMPSONHHUS725/10G<4140LBS,U<1610LESW/(8)3/4•" WEDGE-BOLT-BOLT,6' MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75M6 G < 3465 LBS, U < 210 LBS W/ (8) 3/4'" WEDGE-BOLT/J43OLT, 5" MIN, EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10(B(1-1/2" GALV. NAILS TO JOIST FL#17241 FLOG JOIST LEDGER SCHEDULE AL MARK SIZE BOLT SIZE END SPACING CB'IIRALSPAICM A DOUBLE SYP 2x8 12" 8" MAX. 24" O/C MAX. B DOUBLE SYP 2X72 1 (2) 3/4" 8" MAX. 24" O/C MAX. 1D1R bwTa 4/D6/21 STUD NOTCHING WOOD LEDGER �4�ALTERNATE MATERIALS SCALE: 1/4"=V-0" AND BORING LIMITS ��ATTACHMENT DETAIL I -.JOIST WOOD LEDGER DETAIL SDALE.34-,-0 8 SCALE:1112"=1'-0" 9 SHEET SCALE: 314"=1'-0" 1O SCALE: 3/4"=1'-0" \ . 1 ALA SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF"BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING ,o/ou wn EACH END WOIST LVL_/ PLATE STRAPS W! 10d x 1 la' HDG NAILS WALL / FLOOR FRAMING, 2 I -JOIST PARALLEL TO WALL SCALE: 3/4"=1'-0' PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 24" O.C. NOT SHOWN FOR CLARITY) 7; MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK W/TRUSS PLAN W/ 1/Y' DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY S' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's WO C. MAX CONC. POURED LINTEL COURSE CONT, 2x4 SECURED W/ (2)10d'b a EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=T-0' W CMU WALL— REINF PER PLAN (2) 2x4 P.T. W/ - MASONRY NAILS ® 17' O.G. 1X2 FIRE -STOP - STRAP TRUSS TO Pb. SEE SCHED. BEL" TRU88 T A-.IMPSON MTS1 U <990 LBS W/ (14)10d GALV. NAILS. B - (2) SIMPSON MY,j12 U < 1420 LBS W/ (14)10d GALV. NAILS EA. STRAP SIMPSON SPH4 OR $PH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/Z' COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx 3" REFER TO NAILING SCHEDULE ON SHEET SN1 FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS WOIST DEL 2X12 SYP#2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL 3 SCALE: 3/4"=V-0" PRE-ENG ROOF TRUSS 5/8" GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE wl (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2.6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT, PROVIDE DSL TOP PLATE PROVIDE BLOCKING 1/Z' GYP. WL BD, SECURE ST. PLATE TO SLAB W/ 1/ZW" WEDGE ANCHOR W/2" WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. 0 16' OC MAX. CONNECTION L.B.W. 9aS,-,)TRUSSSCALE: 3/4"=1'-0" REFER TO NAILING SCHEDULE ON SHEET SNI FOR SUBFLOOR ATTACHMENTTO LEDGER BOARDS -DBL. 2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A 8" CMU WALL— REINF PER PLAN o= 0_ Qa U PER ELEVATION m=`—Z 2x4 P.T. CEILING 24" M WOIST (SEE FRAMING PLAN) NAILER W/ MASONRY NAILS ® 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4"=1' 0" ROOFTRUSS 4x4l4x6 SYP NO. 2 WOOD POST TO '11111'".V'�IIIt1 SLAB.SEE SCHEDULE BELOW FOR CONNECTION FL#17239 ,,,_ ,,,,,- ,,,,_ TRUSS/WOOD POST CONNECTIONS I V Q 1 V V 1 V li SCALE: 3/4"=1' 0" TRlA48 TO P08T 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) 1/4NWEIDS, (1) 5/6"° A.T.R. TO HDU4 AND (10) 1/4" X 212" SOS TO POST POET TO SLAB CONNECTION A&B -SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5l8 DIA x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x S' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4565 W/ 5/8" A.B. WITH MIN. 7' EMBEDMENT TO SLAB & (26)16d x 2-12" NAILS TO POST. 144i N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 J V g M q� if A k W N W f 00 aUBDM & LOT ABBOTT PARK LOT #23 BLK. #11 PROJECT# 04181.000-23112 MODEL: 3EEB "2260-ELSTON" GARAGE 8WING: LEFT PAGE: DETAILS (I -JOIST) 160 MPH EXP C 2 SCALE: 1/4"=1'-0" SHEET S3.1B q I: r '2G'A' 4 2.1 TOPS j�-'� -OPEN_----- L�----------` --=� 5'-10" 29'-8" SECOND FLOOR DECK PLAN SCALE: 1/4" = 1'-0" i441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.8078 FAX 407-7744078 www,abdeslgngfoup.com L AA #: 0003325 d SVSDIV. do LOT: ABBOTT PARK LOT #23 BLK. #11 PROJECT# 04181.000-23112 MODEL 3EEB "2260-ELSTON" GARAGE SVnNG: LEFT PAGE: SECOND FLOOR DECK PLAN 160 H EA C nwTa 4/06/21 1 DCAI.E: 1/4"=f-0" 1 DBL. TOP PLATE CONT. LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON 2x HEADER SEE PLAN FOR SIZE NAILS, 2-ROWS, 4" O.C. BTM. AND QUANTITY PROVIDE lx 2x6 BLOCKING FOR SHUTTER LAP TO OCCUR OVER STUD WOOD OR 1/7PLYWOOD Z INSTALLATION. PROVIDE 1/7 FILLER(S). NAIL ALL TOGETHER R PLYWOOD FILLER(S). NAIL W/ 16d COMMON NAILS, ALL TOGETHER Wt l6d iD )2 2-ROWS, W O.C. COMMON NAILS, 2-ROWS, 6' O.0 SHORT 2x STUDS BETWEEN HEADER ABOVE AND 314" DIA. x 8" MIN. EXPANSION ® FRAMING DIRECTLY ABOVE WINDOW (1) 2x6 FLAT TOE NAILED TO BOLT W/ 3x3 OVERSIZED JACK STUD 2x NAILED INTO WASHERS PLACED 16' O.C. 4" INSIDE AND OUTSIDE PLY OF MIN. CONC. EMBEDMENT SECTION A -A FILLER BELOW W/ 16d SILL 6H R ma COMMON NAILS, 6' O.C. I ® SHORT2x STUDS BENEATH WINDOW SILLS 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/7 PLYWOOD FILLER(S). NAIL 2z MID -HEIGHT BLOCKING K ALL TOGETHER W/ 16tl AND ANY PLYWOOD SEAMS Q MON NAILS, 2-ROWS, 6" W/ (2)16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR O C END >4. Y SIZE AND QUANITY H. PROVIDE 1x WOOD FILLER(S). NAILS ALL TOGETHER W/ 16d SINGLE BTM. PT PLATE COMMON NAILS, 2-ROWS, 6' SIMPSON H10A W/ 10d x 1 1/1" O.C. GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 ALL HOLES OR SPHB TOP 8 BOTTOM 4'-0" MIN. TOP PLATE SPLICE STUD PLATE TIES W/ 10d x 1 AND NAIL W/ 16d COMMON 1/7' GALV. COMMON NAILS NAILS, 2-ROWS, 4" O.C. (AT EACH STUD) FILL EVERY HOLE. DO NOT USE T ' 3" LONG NAILS e I BTM. MEMBER OF TOP —� i`—qH JI PLATE SPLICE MUST OCCUR OVER STUD. LSTA18 W/ t.-- GALV. COMMON NAILS, (7) EACH END TOTAL OF 14 4" NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO _TYP. ONLY FL#17244 JACK STUDS x SEE SCHED OR # STUDS d m NDER EADER SEE SCHED FOR # FULL HEIGHT 2x STUDS J AMWIL X4 N4� X 6' 4" IO 4" 3X3 OVERSIZED WASHERS PLACED 4" TVP. TYP. 32" O/C 6' MIN CONC.EMBED. TYP. 16" MAX. PROVIDE (3) STUDS 0 CORNERS LAP TOP PLATE MEMBERS PLYWOOD SHEATHING, SEE "ROOFIWALLJFLOOR SHEATHING FASTENER SCHEDULE" B Cl 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2)16d NAILS EACH END 16' MAX. TOGETHER W/ 12d 0 17' O.C. PROVIDE (3) STUDS @ CORNERS LAP TOP PLATE MEMBERS PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" PLACE 3D# ROOF FELT BEHIND VERT. STUDS SO AS TO SEPARATE WOOD AND MASONRY/ CONCRETE(TYP.) 10 DIA. SIMPSON TITEN BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 6" FROM ENDS AND 16, O/C, VERTICALLY MAX NAIL STUDS TOGETHER Wt 12d ®17' O.C. (2) 2x TO BLOCK ON 2x6 8 2x8 WALL INTERIOR OR EXTERIOR OF WOOD WALL (3) 2xj¢ HEADER PROVIDE 1/7' PLYW9)OD FILLER(S). NAIL OP PLATE DBL. DBL. T ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, U. N — — 2X T 2X18't LAP TOP PLATES AT CORNER, (5) 2x STUDS IN CORNER. NAIL THE 13) CORNER STUDS TOGETHER W/16d NAILS, 3" O.C. 2x STUDS SPACING SPECIFIED ON PLANS (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. NUM R OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2)2x6 (3)2x6 (2)2x8 (3)2z8 (3)2x10 (2)2xl2 (3)2z12 9=rACN8Q1r0.G VW8PACM@Wo.0 0-2ft `n a 0 r n x U a=1 2 2x4 2 2x4 2 2z4 (3I 2x4 SPAN KINGS SPAN KINGS 2x6 (212x8 (21 ()2x6 (2) (2)2z 3-411 0- 2 ft 3-oft 1 2 0- 2 ft 3-oft 1 2 2z4 214 2 2x4 2 2x4 1(2)6 (3) x (3) 2z4 2x6 (2) 8 (2)2x6 (2)2x6 )5-6ft 2z4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 (2)2x6 (2)2x6 (2 2x67-8R 3 7-BR 3 2x4 2x4 2x4 Zx4 2 2x4 2 2x4 2 2x4 7-Bft 9-loft 5 9-tOR 3 (2) 9-tOR 2z4 2z4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2z4 10 -12 ft 5 10 - 12 R 4 2x8 2x8 2z6 2x6 I 2x6 I 2x6 2x6 10 -12 ft 2x4 2x4 2z4 2x41 2z4 2 2x4 2 2x4 2 2z4 2x TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL ' SCALE: 3/4"=T-0" �— NAIL STUDS — TOGETHER Wt 12d 0 17'O.C. PLYWOOD SHE�KTHING,- SEE"ROOF/WAf, FLOOI SHEATHING FASTENER SCHEDULE" C2-H-Y-L - EXTERIOR MASONRY / WOOD %iCONNE�t%%TIONS SCA :112"=T-0" 1/7' DIA SIMPSON TITEN BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O/C, VERTICALLY MAX 16' MAX. PROVIDE (3) STUDS 0 CORNERS LAP TOP PLATE MEMBERS 16" MAX. D / PROVIDE (3) STUDS 0 J CORNERS LAP TOP PLATE MEMBERS NAIL STUDS--6 TOGETHER W/ 12d 0 12' O.C. PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" C3 -�� A (1) 2x TO BLOCK ON 2x4 WALL PLACE 30# ROOF FELT (2) 2x TO BLOCK ON 2x6 8 2x8 WALL BEHIND VERT. STUDS SO AS TO SEPARATE WOOD AND MASONRY/ CONCRETE(TYP.) 0 1 N. RONALD REAGAN EllLONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 grr o O R Lit _J atMDIV. ae LOT ABBOTT PARK LOT #23 BLK. #ll PROJECT* 04181.000-23112 MODEL 3EEB "2260-ELSTON" GARAGE 8111R1JO: LEFT PAGE: DETAILS 160 lQH E C 112 nwTE. 4/06/21 9CALX- 1/4"=V-0" :SHEET S4.1A SECOND FLOOR DOWEL PLAN SCALE: 114" - V-0" 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 wwwabdesigngroup.com L AA M: 0003325 V4 aUND:v Z LOT: ABBOTT PARK LOT #23 BLK. #11 PROJECT* 04181,000-23112 MODEr1 3EEB "2260-ELSTON" GARAGE 8VaXG: LEFT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXK C 202 DATE: 4/08/21 aCA=: 1/4"=1'-0" aHEET S4.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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, A77" ° 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 0'4", FINISH FLOOR. UNLESS fl(1TF fl 11TNF D1flflCF HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK O(2)2x6 (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, T.O. = THROUGHOUT MARK DESCRIPTION fc (P-I) �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3000 BX16 (1)NS (1)45 N/A GROUTED SOLID SB2 MASONRY 3000 8x8 (1)05 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES 8F8-lT/OM/OB UNO PROVIDE B132 WHERE ROOF TRUSSES BEAR. TOP OF WALL EL. 17'-4" UNO � i I m I 1 LL I 1 1 I 1 1 I 1 I I 1 1 I 1 1 I 1 1 I 1 1 I 1 1 1 1 o I 1 1 o I 1 GT ,% f ♦ 1 1 ; %% 1 1 1 i %. i 4 1 %% 1 i%% i 1 , I 8F8-1T/OM/0B 8F8-lT/OM/OB % 1 1 1 www---- w-��i SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1 1 1 1 § 1 1 1 1 1441 N. RONALD REAGAN BLVDI LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407.7744078 www.abdesigngroup.com L AA N: 0003325 r 04 MMDrv. ae Loll: ABBOTT PARK LOT ##23 BLK. ##11 PR.oJECT# 04181.000-23112 MODMIA 3EEB "2260- ELSTON" GARAGE 8WMG: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES 160 MPH ER. C DAB 4/08/21 BCAM 1/4"=1'-0" 8*m= S5 "LOTT4S 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 SAFPL AD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BUS SISOB YIS-ITM MITM ITIN ITMB -IT= TYPE LENGTH 8/8 PLAIN SIS SOLID TYPE LENGTH ere-lT 81164T enalr MA -IT 8ree-IT B/32-1r 8/8-18 1&1TH 1rN 1T/1 1TNB -1T/18 Bie-2r 6116.zr &20•2r ena-zr WA-Zr 02_zr 3' 8' PRECAST 1436 952 3114 4217 5321 SUMS3' 7631 6" PRECAST 689 1024 3' 8' PRECAST 1569 3524 4394 52e3 6132 7001 2465 e113 e36s na 8031 1000o 15ee 3524 4394 5283 6132 7001 4'-0' PRECAST 1065 700 23D5 3125 3945 4765 5567 4'-0' PRECAST 514 763 4'-0" PRECAST 1363 3000 3815 4570 5325 8079 1951 0113 7192 6524 7627 8751 1383 3060 3815 4570 5325 6079 4'-6" PRECAST 819 633 t770 2400 3093 38K 4300 4'$' PRECAST 398 591 4' 6" PRECAST 1207 2582 3375 4043 4711 6379 1625 5743 7547 6762 6541 753! 1207 2707 3376 4043 4711 6379 5' 4" PRECAST 931 1247 1999 26M 3123 38M 4249 5'-4' PRECAST 411 411 5' 4" PRECAST 1016 Iwo 2374 2944 3513 4064 1319 4480 7196 7342 5780 6259 1016 2276 28M 3309 3961 4084 5'-10" PRECAST 817 1024 1031 2090 2549 3DD9 3470 5'-10" PRECAST 340 339 5'-10" PRECAST we 1499 1971 2443 2915 3397 1161 3093 San 6036 e546 Me on 2080 2509 3107 3620 4133 8' 8" PRECAST 692 1130 32U 3031 3707 4383 5061 8-0" PRECAST 410 721 8 6" PRECAST 835 1201 1576 1955 2332 2709 1139 3227 4� 7054 10000 Bee; 835 I868 2329 2790 3251 3712 T$' PRECAST 570 938 2498 =5 20M 3191 9e85 T$' PRECAST 303 534 T$" PRECAST 716 900 118/ 14V 1743 2025 938 2498 34M 4954 7067 0472 727 1624 2025 2426 2827 =8 9'-4' PRECAST 428 033 1503 22D4 2461 2816 2621 W-4- PRECAST 192 384 9'-4" PRECAST 454 s 767 948 1120 1310 639 1874 2298 3081 4099 4899 572 1318 1643 1909 2164 2619 10'$" PRECAST 388 487 1247 1767 1904 2163 2028 10'$' PRECAST 151 301 10'$" PRECAST 356 488 012 755 899 1042 550 1407 1897 2781 3222 3784 504 1160 1472 I763 1710 low 11W PRECAST 330 544 1312 1742 2252 2968 3630 -4 11'" PRECAST 132 417 11W PRECAST 430 406 530 653 rn on 644 1312 1742 2262 2888 3552 468 1042 1372 1843 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12-0" PRECAST 111 370 12'-0" PRECAST � � 476 5B7 ea6 783 507 1210 1696 2048 2586 3171 440 940 1300 15m 1314 1476 73'�' PRECAST 270 433 1045 1365 1732 2157 2535 13' 4" PRECAST 82 298 13' 4" PRECAST 3D8 303 393 484 575 646 414 1045 1355 1732 2316 2505 396 780 1057 1312 1071 I2D3 14'-0" PRECAST 254 388 978 1272 1e08 1988 2279 W-W PRECAST 71 293 14'-0' PRECAST 279 278 300 443 526 e08 390 978 1272 Iwo 1950 2889 378 717 gel 1192 975 1133 14' 8' PRESTRESSED N.R. NR NR NR NR NR NR 14'$' PRESTRESSED N.R. 283 14'$' PRESTRESSED 239 422 508 on 746 Us 458 1079 1429 I824 2277 2712 246 883 m 1237 1474 1715 15'4' PRESTRESSED N.R. NR NR NR NR NR NR 16-4" PRESTRESSED N.R. 252 15'-4' PRESTRESSED 224 387 464 574 664 793 412 1014 1340 1703 2118 2513 230 ets 908 1134 1353 1572 4" PRESTRESSED N.R. NR NR NR NR NR NR 1T�4' PRESTRESSED N.R. 183 1T�' PRESTRESSED I87 326 365 451 587 ow1T 300 8Ss 1121 1413 1739 2047 192 509 720 501 1136 1312 19'-" PRESTRESSED N.R. NR NR NR NR NR NR 19'4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 Zee 348 430 513 595 235 736 959 1200 1467 1716 186 420 an am 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 -4 21'" PRESTRESSED 142 219 308 381 464 527 180 598 833 1038 Ilse 1488 142 373 537 890 Ws 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22�-0" PRESTRESSED 137 226 290 359 426 497 185 550 784 992 1203 1381 137 358 513 859 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. i 91 24'-0" PRESTRESSED 1 124 174 245 302 380 418 I29 460 854 B24 I01a 1u7 I24 319 455 687 BB7 793 - 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 M 19-0130.13 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 wwwabdosigngroup.com L AA 4': 0003325 ; J StmDzv. a LOT ABBOTT PARK LOT #23 BLK. #11 PROJECT# 04181.000-23112 MODEL: 3EEB "2260-ELSTON" GARAGE 8WING: LEFT PAGE: SAFE LOAD TABLES 160 MPH E R 4/06 21/4"=1'-0".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" 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 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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. S. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-1. 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, MATH WASHER Q 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 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. ROOF FRAMING PLAN SCALE: 1/4"= V-0" 1441 N. RONALD REAGAN 51 LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdeslgngmup.com L AA N: 0003325 V O C sUDDIV. & LiOT ABBOTT PARK LOT ##23 BLK. ##11 PROJECT* 04181.000-23112 moDZU 3EEB "2260-ELSTON" GARAGE 8TIMG: LEFT PAGE: ROOF FRAMING PLAN 160 MPH EA C DATE". 4/06/21 SCALE: 1/4"=V-0" BHEET IIhN s6 ROOF WIND DESIGN PRESSURES�� NET (GROSS) ASCE 7-16 ZONE 1 = 61,20 PSF (71.20) ZONES = 70.70 PSF (80.70) ZONE 2e = 70.70 PSF (8070) ZONE 3e = 8290 PSF (92.90) ZONE 2n = 82.90 PSF (92:90) ZONE 3r = WiO PSF (100.80) ZONE 2r = $2,90 PSF (92.90) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/3Z' STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19132' STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 04" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. V ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RINGSHANK, 212" 0.131 T.I.M.1- SCREW SHANK 170,000 RING 16-20 RINGS PER RSRS-03 Sd RING SHANK 2 3/6' DAIS SCREW SHANK INC H) RSRS-01 8d RING SHANK, PNEUMATIC 2WET' 0,113 F1667 SCREW -NAILS RSRS-01 RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING Z USE 1/Z' CDX OR 7/1W O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O o O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & 3 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT m INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 1Dd NAILS 0 4" O.C. ON EDGE AND 6" O.C. IN FIELD NOTE' GABLES -DROP GABLE END & (1) ADD'L DROPPED ZONE 2e, 2n, 2r: 10d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING Q ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16"0.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING C 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2J RI (1(`KINl� PFR NAIL IN(, C!`HFDI II F NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES N J aN N z zw0 0O UrW ZY D Q NO0 Z a 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#8 2' DECK SCREWS ® 6 4' O.C. MAX EDGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGR04ATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE VC. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION VWTH JOB SPECIFICATIONS AND PROVIDE GUAR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FSC-R 2020, 761 EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 31B-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 40EMBER AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 0-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLAB&ON-GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND MODULUS OF ELASTICITY = PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-18 AND RISC SPECIFICATIONS DRAWINGS SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. TREATED. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES A FORNMWORK: 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 SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FOR RK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION °RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK 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, 701 EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERP OOFING, 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 STRUCTURALOEPENOING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDIED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED RE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'SPECIFICATIONS NATIONAL DESIGN SPECIE 1 F STRESS -GRADE LUMBER AND ITS FASTENINGS"BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRA N W GS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINF RCIN};i G' STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DEBAR 9 LL BE A�I� STM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 MEETING THE REQUIREMENTS OF ASTM A448IA446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 89 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. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL. STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" ROOF; LIVE LOAD FLOOR: LIVE LOAD 40 pal AND VERTICAL BARS SHALL LAPIS x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METALfLATE-CONNECTED 20 pef TOP CHORD Hlonconcurrant REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: 94 BAR • 25" #6 BAR - 36' WOOD TRUSSES. 10 psf BTM CHORD-nonconaN nt #5 BAR - 30" #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF P PROVIDE SW x W CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. A INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSIIASCE 7 88: 1990. 16 paf TOP CHORD 20 paf TOP CHORD (7 psfw/ ASPHALT SHINGLES) (10 psf W No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 paf BTM CHORD 5 paf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opef MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 00 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PST WIND: DEAD LOAD SPEED=10) MPH SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (FBC S (ASCE EXPOSURE C, RISK CATEGORY IN INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: WITH HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pNTS: BALCONIES (EXTERIOR) DO NOT VT 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 DECKS: : 40p GUARDS AND HANDRAILS: GUARD COMPONENTS: PASSENGER W,VITHOUfTHE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHIAND OFILL AGE N SUE, ROOMS: GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40pst, SLEEPING ROOMS: 30pef, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUALTRUSS AND A FULLY DIMENSIONED ERECTION 40PsfCLE MASO RY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONR CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WALL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTI�RES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY 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 WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE NITH ASTM GRADE f m = 2000 PSI, BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR . SHOP DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM LAY-UP RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS 70 BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 6" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE pROPORIONED AND MIXED AS OUTLINED UNDER ASTM C470. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB GRADE SHALL BE COMPACTED A DRY DENSITY OF AT LEAST THE SHALL B 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MAXIMUM A 7. THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0.1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID NTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER, THE MA RIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36m, Fy = 36 Nsl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM GRADE B, Fy = 46 ksi, STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADEA50OIA509M, 35 kai, TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED NIX DESIGNS, WITH M8TORICPL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ACCORSTM BOLTS TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED Sd- PRIOR TO THE ADDITION OF PLAS11CIMR. ACCORDANCEWITH SHALL BE TIGHTENED IN ACCORDANCE VdITH THE TURN -OFF -THE -NUT METHOD. HETURTHWASHERSUNDEHOD. CONCRETE SHALL COMPLYWITH ALL THE REOLNREMENTS OF ACI 318 AND ASTM C94M.94MA OR MEASURING, MANG, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED 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 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE MATH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATION$): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1.12° FOR 45 AND SMALLER 2' FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER XV FOR SLABS, WALLS AND JOISTS i-irY FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AMU—N BIg TYPE SPACIN3 pEMARK9 APPUCATIDJ SIZE TYPE SPACING REMApKB 1#PTFURRING TO CASE NARDRIEO COIL GARAGE DOOp BUCK 1/1.1A. TAPCON MASONRY i11S EMBEO,PEtD tlST., MASONRY/GONG. NNL 1 III LONG. TO MASONRYMONC. NOW ER FASTENER S OC /Y'EDGE pST. SGD. AL. EKT. DOOR6 CASE HARDENED COL 8°DL WINODW/DOOW FASTENED GARAGEDWRIx/dt —1_' tl 1!1k EKPANSION BOLT 18.OIC(3/4•tlA) 1EMBED.,1"9JDd6T., I. PT, SEE tATE6 NAIL W W�I LCNG. STAGGERED IMO MASONMICONC TO MASONRY W W WASHER N'OIC(—dA) S"EDGEDIST. wlNooweucK cASE HARDENEDWR rac v4Noow/DDoa PAsrENm METAL srwvTo CONTACT THIS ENGINEER FOR SPACING 1 x PT, SEE NOTE6 NAlt 11/Y LONG. STAGGERED INTO MASONRY/CONC. MASONRY ICONC REQUIREMENTS EXi. SWING DOOR rnM1CdA 1APW11' 2'EMBED B"EW. NON-BFARINO WOCO 1/Y" EXPANSpN 1'EIABED. 1•EPD BUCK 1x PT. SEE NOTE 4 NO WAS FASTNER 1S OIC Il d3i., 1 III E.E tlBT. WALL TO CONC. StAO WI WASHER BOLT �� O� d6T., 3" EDGE DST h PTN�NNW'Blldt 38"PAFx11R" 1"E. d.2 EEL ST,11 PT TO SNOGOL., SEE U.1Wl WASHER STAGGERED EDGE DST. i. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE HILTI X-ZF HEAW DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR UNDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED Wf TAPCONS OR PAF TO THE SUBSTRATE. 1i alp 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.00m AA#: 0003325 I! o W O avnDm el: LOT ABBOTT PARK LOT #23 BLK. #11 PROJECT# 04181.000-23112 MODEIA 3EEB "2260—ELSTON" GARAGE DWING: LEFT PAGE: DETAILS 160 MPH W. C D 4/08/21 SCALE: 1/4"=1'-0" SI'IEET S N1 © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX O7 STAPLESINSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS ' -J" 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 CONCRETEIMASONRY) FASCIA WOOD BOARD BY OTHERS ( STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @--r 12" O.C. MAX (INTO 7OWOOD) IN J-CHANNEL SLOT 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. NELG3 k" MAX.-0I{ -- DETAIL D O STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFITS'"' Q3 J-CHANNEL--/ g' A DETAIL E TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN 'L'---v� SEE DETAIL 'A' - SOFFITS SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END 0 EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA ) SEE DETAIL'D' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSSMO / BY OTHER 2-1/4" EMB. �1X2 WOOD BATTEN EL ® DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOI 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO Q7 STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN---' r2X2 WOOD BATTEN @ O SOFFIT / INSTAL(ATION SCREW, ® J-CHANNEL BATTEN ATTCHMENT ® �„ FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO Q WOOD) IN J-CHANNEL J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCFtETE/CMU OR VE WIDTH DOF (ERHANG) CONCRETE; CMU OR WOOD (NOTE:1) TRUSSMOIST/RAFTER BY OTHER -1/4" INSTALLATION SCREW, 2 EMB. BATTEN ATTCHMENT Q FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 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) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroupcom AA #: 0003326 ro R mm BVBDIV. de IAT ABBOTT PARK LOT #23 BLK. #11 PROJECT* 04181.000-23112 MODEIa 3EEB "2260-ELSTON" GARAGE OWING: LEFT PAGE: SOFFIT DETAILS 160 E PR 021 W6' LA NO W723 D M* 4/0- BCA JC- 1/4"=1'-0" BFIEET SD1 Ll