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HomeMy WebLinkAbout7712 Sail Clover Ln99 2260-3EEB-ELSTON99 C, A' HOMES d i - 'r a 1'Y o 0" \,, � 12602 TELECOM [DRIVE, TAMPA, FI 33637 Tel: (813) 740-9720 Fax. (813) 740-9715 -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -FwFm BIiALDLNG (M, gam, ABV. ABOVE LAV LAVATORY DATE GN DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 ' TEL: (813) 740-9720 FAX: (813) 740-9715 'ng E1MDP1.O*N ( s.)� -AM � AM 3= MRS -OCCUPANCY - RESIDMA1, GROUP R3 :OCCUPANCY CONSTRUCTION TYPE _ -1QN. LNTERIOR FDUSH - CLASS B -BASIC MD SPEED - Vult=160 MPH Vasd=124 MPH -EXPOSURE - C -1-3TORY RESIDENCE — -2-STORY RESIDENCE - MAX, EBIGHT AS PER LOCAL AND STATE CODES AC ALT. AMP. BD CL CAB. CLG. CLR. CONC. CPT C.T. D. DBL. D.O. DI& AIRCONDITIONINGITIONING LUMMC. AETERNATE M R. AMPERAGE MIN. BOARD M.T. CEN'FERLME MTD. CABINET MTL. CEILING N.T.S. CLEAR G.C. CONCRETE PL CARPET P.HH. . CERAMIC TILE P DRYER PET. DOUBLE PLYWD. DUAL GLAZED PR. DAMETER P.T. MEDICINE LUMINOUS MANUFACTURER MINIMUM METAL THRESHOLD MODNTED METAL NOT TO SCALE ONCENTER PROP EREYLRJE PUSPUSHBUTTON PHONE PLATE PLYWOOD PART PRESSURE TREATED eMAl 2-STORY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION °�� BID SET I86UED PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al -FIRST FLOOR PLAN PG ALA —STAIR SECTION/DETAILS PG A2—SECOND FLOOR PLAN PG A3G—ELEVATION 'G' FRONT &REAR PG A4G—ELEVATION 'G' LEFT & RIGHT PG El —FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN em/m 2°n FBC UPDATE 02/0Vb STOPS ELEVATIONS ADDED 02/B/IS CONSTRUCTION DOCUMENTS IS&= � ,� FOOTING REVISION •PIER M. BOU.F.B 0g/H/b INCORPORATE I -JOIST DETAILS FRAM6IG FLANS F'ER It E10LLES pVllAp CONSTRUCTION DOGUMENTB RE-ISSI p 04" BOLLARD DETAIL REVISED DIM. DISP. OF. DR. D.S. DEL. D W DIMENSION R. DISPOSAL RAU DEEP RA.G. DOOR REF. DOWNSPOUT RM DETAIL R.O. DISHWASHER SG RISER RADIUS RETURN AIRGRH.L REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR PG P1—PLUMBING PLAN PG MI —FIRST FLOOR MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS 0rAM DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 612A - STATE OF FLORIDA PROFESSIONAL ARCHITECT: j.� S .r 11, /7�T /1 iQ P 1 C W1/ 17 oVM rXM ID18 ADDED r0 FRAi' M $MEET �/ PL W MAMIENANCE IST FLR LIVING wl SQ. FT. 84mft REVISED LINTEL SIZE • ENTRr 006AS WDATEDLEDWRSOLTSIZE 4S'Ar.Wj ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, I1C. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fag: (407) 774-4078 20 FLR LIVNA 1"3 Sa. FT TOTAL LIVING 2,26E Sa FT. GARAAE 483 ea. FT. a. ENW 64 SFT. TOTAL 2,'11'� BE FT SKiV PATIO w SFT. a. EA. ELEV. EQ. EXH. EXT F.O./FX. F.G. FIN. PLR. FLUOR FR. DR. FTG. GA GAR. DISP. G.F.I. GL. EACH S.D. ELEVATION S.H EQUAL S T. EXHAUST SHTHG. EXTERIOR SHWR. FIXED GLASS SIM. FUEL GAS SL. FINISH SD, FLOOR STD, FLUORESCENT SWS FRENCH DOOR FOOTING TEMP GAUGE THK. GARBAGE DISPOSAL T.O.C. GROUND -FAULT CIRCUIT T.O.P. PTR T.OG.S LASS T GLASS SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWERS SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPEREDGLASS THICK TOP OF CURB TOP OF PLATE TOP GFSLAB TYPICAL PG D3—DETAILS PG D4—PRODUCT APPROVALS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA5—WALL, ASSEMBLY DETAILS 06,7VP3 ADDED LED LIGHTS • KITCHEN 1 BATHROOMS PER PER PARK DOIIEB LEDGERBOITSPAOMGREv18ED I0IM ADDED Bap LAYOUT OV01R° REPLACE USP CONNECTORSOATH '80N COMECTORS 03AV'Y10 REVMlED DETAIL ON S 49T D2 OPT. V-V a& HAT. 0 ffM REVISED STAIRCASE AND STAIR SECTION DETAIL 06=0 PANPRT DOOR WAGED TO 2-6 OPT W-0' a& HOT. 0101l1 202°FBCUPDATE STRUCTURAL SHEET DESCRIPTION GYP. BD H.B. HoR. HGT.ORHT INSUL. GYPSUM BOARD U.N.O. HOSE BIB HEADER CORE W. HEIGHT W/ INSULATION WD, UNLESS NOTED OTHERWISE WA HERRooF WITH WooD OMMI ADDED SOFFIT DETAILS ♦ �� PG S1—FOUNDATION PLAN PG S1.IA—DETAILS PG SLAB —DETAILS PG S1.2—FIRST FLOOR DOWEL PLAN DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUIIDER ASSUMES ALL IIAB1Id7Y FOR INT. INTERIOR D W/H WINDOW WATER HEATER 1 PG S1.2A—DETAILS INTERPRETATION OF THE CONTRACT DOCUMENTS. W.I. WROUGHT IRON PG S2—FIRST FLOOR LIFT BEAM PLAN AND NOTES J IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAIIING OR EXPLANATION IN ORDER TO BUIIA THIS PROJECT BASED ON THIS PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FIRST FLOOR FRAMING PLAN PG S3.1A—DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG SSAB—DETAILS BURDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARC! IITECT OR ENGINEER FOR CLARIFICATION. PG S4—SECOND FLOOR DECK PLAN PG S4.1A—DETAILS PG S4.2—SECOND FLOOR DOWEL PLAN AB DESIGN GROUP WML RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG S5—SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S5.1A—SAFE LOAD TABLES PG S6—ROOF FRAMING PLAN RESPONSIBIIITY FOR INTERPRETATIONS OF PG SNl—DETAILS CONSTRUCTION BY THE BUIIAER WHEN NO RFYe HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE PG SDI —SOFFIT DETAILS ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 A h b O gill, d 11111113 8V3DIV. da LOT ABBOTT PARK LOT #1 BLK #13 PROJECT 04181.00t-01131 ][ODEIt 3EEB "2260-ELSTON" GARAGE SWING: RIGHT PAGE: COVER SHEET 160APH E I)ARTE 6/14/21 acALE: 1/4"=1'—O" M9IqzET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN 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. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 WA) 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 A -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 A -INCH GYPSUM BOARD OR EQUIVALENT. Eeewm 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, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TOIBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. 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- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL SEE ROOF/WALLIFLOOR 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. PLUBSI® 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 A' 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. B. FIXTURE SUPPLY SIZES SHALL CONFORM TO F8CR 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 WALLCOVERM 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 EKTHM FIIIIIIIIIMI 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-131787. 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. FETE RESTMROONfTR11C710R UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTB CER" 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'$ SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EX19tlORSOWS 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 32760 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003326 b O d �all I 6 9VHDIV. & LOT: ABBOTT PARK LOT #1 BLK #13 PROJRCT 04181.00-01131 MODRU 3EEB "2260-ELSTON" GAItAGIC SNYATG: RIGHT P,%ZE: GENERAL NOTES t,160^PH FA J D 6/14/21 8CJ%XX: 1/4"=1'-O" 81xm= GN 25'-A' 8/ i• • 1 it. O WATROOM d �i �.' i•� o (I+ I1 �V i• �1 ,i' i s � O � o •. „� \ - is Sa11;o�T.ollltllllo = - ,� — = o - - it o'o olll o 0 i �. lv� R,s �, I - FIRST FLOOR PLAN SCALE, 1/4' - I'-0' SQ. FT. Caul IST RR LIVMG wl SQ. FT. 2ND RA LNWG 1y93 SQ. FT. TOTAL LPAW 2,160 SQ. FT. GARAGE 483 SQ. FT. ENTRY 64 SQ. FT. TOTAL 2,111 SQ. FT. StE PATIO 80 SQ. FT. COI NWANDCLAMM111t0LOADS UW YIID EISWM FOR 88ECOND OIBIS OmIlm SOIMIE am IIOwP"Wo mwm ANDTITE FOOTAW MIN. WINDOW 9 31/-80 CRITERIA EXTERIOR SWING to S 36/-41 DR MIN. CRITERIA SGD. MIN. 41 9 34/-43 CRITERIA 16010 O.N.D. 112 S 31/-3A 12'x12' SOFFIT I S 313/-49.9 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT — t 0.18 BLDG. CAT. —II, 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. O0NlI LDATEOIbV1l NOTE, -2-6 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLEN111 AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS OETUM N THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (38 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LEM THAN 1 3/8' (3$ MM) THICK, OR 20-MINUTE FIRE -RATED DOOR$. -THE GARAGE SHALL ESE SEPARATED FROM THE RESIDENCE • ITS ATTIC AREA BY NOT LESS THAN It'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(5.Smm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLA, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 (lTH ED.)302.1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com l AA #: 0003325 A 8 If Q BUDDIV. & TAT: ABBOTT PARK LOT #1 BLK. #13 PROJECT 04181.00 —01131 MODELa 3EEB "2260—ELSTON" OAP —%GE 8V7NG: RIGHT PAGE: FIRST FLOOR PLAN 160 Elft C , Vk- C aeL. TOP PLATE 9 M lk BAR DETAIL A (2) LAYERS OF 3VW PLYWOOD — OR (2) LAYERS OF 1/4' SUB FLOOR MATERIAL RF6 FOR 60LID NAILMS SECURE TREADS TO OTRINGER Wxsr6 O' 6cRCu#1 • EA 6TRMGER ID7TNOEADED swwc i0 EMEND BEYOND THK2NB06 — — or eue-FLooR aeATHMa — — � enw / MT6-20 — — — — PRAMNG I 42' Hk3H HALF WALL UY CAP r2) 2xV HEADER SEE FRAMMD PLAN r (S) 294 BLOCKING, 1 SEE FRAMING PLAN / C / I' MAX. / NOSING / 0 10, / U 42' R N / UAe1L kw CAP r / uj STAIR DATA: I4 PAN. W TSB. U / 10'• 1' N08MJG J t0 3/4' KICK PLATE / 2 X 4 RE-UNDMNG • F.& 2 X 2 671043M r SELTSSE U#Qd 6'-V OG. m 3-2.12 6YP STRINGER F ERV OR= UV2X4 6" / WCONr. BEAD OF / 61I154'LOOR APWAIVE FL-400 OR SIMILARE • EA HOFnzoNTAL Rw 2X4 ATTA"W W/ Wd MASONRY NAILS • 2X4 P.T. SLEEPER INTO GLAD WITHIN 6' OP EACH END. 312' O.C. MAX STAIR SECTION BSCALE. W-I'-W 3/4' 2ND FIN. PRE-ENG'D FLOORING SYSTEM �(on FLOOR FRAMMG GWM) (2) 2H8 HEAOM an PRAMMG M-ATI 6TAIM MOM TO CONIA0101 TO FBCR 17W MOTION (2020) MM. TMAP-IO' MAX MOER-1 S/4' SAW MAX VARATION IN RI6EROMWVAD0 ADJACENT TO EACH OTWM "'MAX VARIATION IN ANY RISER/TMEAD HANDRAIL CIRCULAR CR066 SECTION DIA TO BE i V4' .-114' OR PROVIDE EOWVALENT GRA6PADILITY U✓ 40E W MM. W WIDE • NARROW END MN M' WDT44 • I2' PROM NAMWW END 34' MIN. HANPRAU- HST. $INCLOSED ACCEMNA SPACE iNMR STAMM W&L 444VE ".L&, UNOM STAIR SURFACE AND ANY GOMM PROTECTED ON THE ENG.oeED 61DE UITH V2' AYP" BOARDS. FBCR 302.1. HANDRAIL • 36' W/ 2X4 RE-W-OR THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.1.8Z NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF li'a 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 I/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF SO 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'IB.I / F.B.G. 2020 HANDRAIL SECTION 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PN; 407-774.807E FAX: 407-7744078 www.abdesigngroup.com AA #; 000332E SUBDM & LOT ABBOTT PARK LOT #1 BLK. #13 PROJECT 04181.00 -01131 MODEL: 3EEB "2260—ELSTON" GARAGE 9WMG: RIGHT PAGE: STAIR SECTION/ DETAILS 160 JMPH PL a NO DJLUqT ATE• 6/14/21 SCALE: 1/4"=1'-0" SHEET A1A ►. 23'-II' BLD HGT SHMr I a ROOF I,'-4' 2ND FLR BRCS. HGT 18'o"' FYF'ON DECORATIVE SHUTTER OR EO.UIVALENT 4' RAISED BAND (TYP> �.� 1- I I � J■1� $� OFF RI�T I,'-4' TYP. AREA OF ATTIC a 1425 SQ. FT. NET FREE VENTILATI ON AREA REQUIRED = 1/300 REQUIREDVENTILATION AREA = 1425/3DD = 4.75 VENTILATION AREA X SQ. IN QiES PER FT. 11441 - 664 SQ. IN, NIN. REWIRED VENTILATION = .SX 654 IN LIPPER PORTION OFATTIC 342 SQ. IN. OFF RIDGE VENTILATI ON AREA = 115 SQ. IN. PER VENT 342 /115 TOTAL* OF VENTS REQUIRED c 2.97391 TOTAL* OF VENTS PROVIDED = 9 MIX63' FYPON DECORATIVE sHUTTER OR EMIVALENT 6' RAISED ELAND OPT. COACH LIGHT W RAISED SAND V2' TWO, 2 COAT CLl'SINT PLASTER APPLIED DIIIECTLY TO MASONRr 4'x4' 6ALV. 'L'-TYPE 0'-0' FIN. FLR MLA wo SET N ROOFM CET'ENT FIBERGLASS SFIN13LE8 WMDERLAYM DIT AS PER FISCR 2xs SIT PT LED�GM UV %".0 ROOF SFEAT14M THIC* I V2'xb' THREADED ROD 32' AS PER SHEET SNL SECUIRED PER O.C. 4 UNTHN W OF EACH FASTENER HRID ■ END MAX SET N SRIPSON erIP30N LM1-26 NW3H SIRENGTN ExPOxr 2ND FK T J 2x& SIT RAFTERS, OR S• MN EI'EID. ROOF eLOPE� --- I ELEVATION 2XASIT PT LEDGER UY MN VIV OSB ONEAT14M WN TID ROD V2'xO' SET GUSTO BE SECUIRED TO 4 WM41N 32' Or-1 WTH2I •' OF 2Y6 MEMEEM UV Sd NAILS BAC14 END MAX SET N 3' OL. • Fldtll'lTER I'-4' S2'A'MOII NI6N STIRENOTH 6"PSCN LLIS-26 RV (4) Wd'* y_0• mo-oxT' A• MN EMBED. TO LEDER MD G(2) IBd'. C1•IAN EL FOR SOMM TO 2X6 JOIST OFII;-4'2NDFLR A OVERHANG DETAIL U II II A r II V-4 3/4' 2ND I I ,L,9'-4 3/4' 2ND FI— N-- --- ----------------- - FIN.F� 8'-0' IST FLR 8'-0' IST FLR BRG. NOT. --- - ------------------ BFYa. W.T. 6' I , III, /r-� II II ------_---- REAR ELEVATION-G 1/4 . I -0 MIEN ENGr� WOOD TRueeEs . 24. Oa SIEMIT SHOP DRAlmma SEALED BY PIROFESSIONAL E "NM FOR IREvm 3 AND COMMENTS PLYWOOD SHPA74M SEE S,TRicn"A. NIST- ROOPM MID "S14M W/ CWP� �—�. SAND NCNo� EDGE PER MNFR WA,IRISANTEE REp3REin" uAMP FASCIA WITH BREAK METAL OR'w IX2, 2xS WOOD FASCIA SEE STRYCTURAL FOR FASTENERS VENTED SOR*IT PER ATTIC cALcIs V2' THICK 2 COAT CEMENT PLASTER APPLIED DIRISMY TO MASONRY IRAWIED TRIM PER ELEVATIONS 2ND RR WMDOW PER PLAN RAKE SOFFIT DETAIL 1441 N. RONALD REAGAN BLVD.I, LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA 8: 0003325 J y kit; y�� Orr d munDIV. ea LOT: ABBOTT PARK LOT #1 BLK. #13 PILOJECT 04181.000-01131 MODEL: 3EEB F'2260-ELSTONFF GARAGE BWMG: RIGHT PAGE: FRONT & REAR ELEVATION 16 FH FT M. C DAB E 8/14/21 SCALE: 1/4"=1'-0" BIi BET A3G OFF RIDGE Il'-4' 2ND FLR, BRG.----- 2GT.ND FLR BRG. H -p-0' �i u u i 12 9'-4 3/4' FLR--�2ND I I �S ,�'IFIN3/4' 2ND FIN. ----��- ------------- — - — - — - — - — - — - — ------- -� 'IF S'-0' I FLRr S �8'-0' IST FLR B THGTHG — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - — - — - - BR's� 1 -0 IIE — — 0'-0' FIN. FLR, 0'-0' FIN. FLR LEFT ELEVATION-G SCALE: 1/4 . I'-0' TEXTURED FNISH OFF RIDGE T \ >3 w� Il'-4' 2ND FLR4, BRG. WT. - - - Il'-4' 2ND FLR ----- BRG T 9'-4 3/4' 2ND r, ,i9'-4 3/4' 2ND FIN.FLR IST FLR,-0' ----- — - - -------------------------------------------I - - - - - ---------'-- - - ----� FIN.FLR_ IST FLR BRG. HGT. - - — - BRG. HGT. m 0'-0' FIN. FLR - — - — - - — - — - - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — I - — - — - I - — - — - — - ,i0'-0' FIN. FLR w RIGHT ELEVATION-G 1/ -0 MOUND 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.&bdesigngroup.com AA R: 0003325 J 8uBnrv. do Lo%: ABBOTT PARK LOT #1 BLK. #13 PROJffiCT 04181.00t-01131 ][ODffiLs 3EEB "2260-ELSTON" GARAGM HWMG: RIGHT PAGE: LEFT &RIGHT ELEVATION P'Glp 16 M H 17 03 ol DA� 6/14/21 BCALffi: 1/4-=l'-0" 1 ®i12= A4G ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e uev oun.Er ro AMP SNSLE POLE IIOV CUTLET IIOV ounsT N OF OUTLET WAND TO SWITCH GPI IIOV OUTLL'T WOURD UMRO PALL N ,pL" ES rTAMFER Itow4NT TYPE1 2TOV ounst (4) WIRE COIIICMN -CF- GPI O L! tUt Tt SWITCH SWITCH 9-U14Y OPER 64 SWITCH 4-WAY OPER 1-.0 "M UNTEC CEILING LKWT ©. LED CL.6 LIGHT LED VAPM Q VP FROM LOW OO VP VAPOR PROLE LIONT OF CAN eVENT. PAN Ia"MISS SO. R. VENT. FAN 2VLIO4R I—PBS -FT. V Fl)tTT reI'Ec's TIED DY 2_01" UISAP ® ARouND ' •"U"' tellFa�A):E r/Nrj 21 ILIOlSCM 4'N.IIWtWOCaNt p -v-�--e� 4' MAOK LIONU L� PANEL ii (NONE DETcc*cR °A �O-I.S.D. Iw•� DM tK1Y7It �Yetle I>18� SHALL of A DISTANCE t OF NOT LESS THEN 4' Atom WALL IGAS. WATHEu HF.AMR DlecaaacT �,-E,� e� AIR COOmONNG ses AISI oN . DISCONNECT 1 QN MEVWAN JACK ISON mumISm O J-BON BE SUR-opttlo IN ACAOCOPWANM UV BOX FOR MASQD AS SUCHNAPVCTION CEILNS BOX CELINI rANLISM A�cc°ECFHoBolc POR MARIflD AS SUCHMPWTM RIIG4 24• tr-aceSCOlT LOW STRIP nnnnnn %' NC4bE0CBNU LFGNT STRIP nnnnonnnn µ• NCANDSOCIIINT LISHT STRIP — L-opt. SECURT' KEYPAD • P@ FlMN-MUTTaN PoR CNFES -Worm • LOCATION OF TV JACKS < PHONE OUTLEM SPANS TO ISE YMMED • HO EOUNER PIC-CONSTNlCTION MEEff" • ALL B N 20 AMP pRACH CIRCUITS TO BE — FAULT PROTECTED WIONffi OF mm PER EI.EG7IWCA. PROV TT41 EDmoN [2d1C) 2 N� 21ma 2EM EDmoK AMP a l .AND INNOT�ON KA n%mm Cpc) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL ' BATNSOOM E)SWUST FAN TO HAVE MN CAPACITY OF s0 CPH MER'IITTBR PER 01,ECY90CAL PROVISIONS OF SECTION MB0T9 PBPR TTN EDmaN [2N•Ae). ' LAUNDRY ROOM IVGEMACLE SHALL DE GROUND PAL? CIRCUIT- PROTECTICN FOR ' WRINGISM MEIHOON SWAILL W NON METALLIC CABLE PER ELECTRICAL MSOVIMOIS OF FEOS TTN ED e20202 • ALL WINK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE PLO! TTH 6b r2m20). . A I Er'TED MLDA AND T!!f GR LImIRbtl MIST sE ENER&Y EFFICIENT TYPE PER BFICIBNCT) 202E_ TN, EDITION IEN@ll (iRBATR00M � z F)RE-WIRED , CLG FAN r [ / 1 17/,, `\ en®co ---------- L ----- L I TCH IN S I I CABINET ®TAT H TLET imp - - HOOD WIRE FOR DW LR I4 WlDUTLET FOR L L � H FUTURE M. WAVE r r—I CHIMES' 6 FOYER r HL I I I I I I I IUN C GFI • •� - 48' OFF. \DOORR PB. H GFF ,\ •\ CHIME ENTRY — — — — — — IRRIGATION GARAGE OUTLET • DOOR 46' AFF. ?'REWIRE GFI LA Wi OPT. COACH ---- LK#IT FIRST FLOOR ELECTRICAL PLAN AL , 114 " i -m METER FIELD VERIFY LOC. I = i I L 1 LED LIGHTING ® PEDESTAL SINK FMUDR PROVIDE S t)O CU. THM • IRS Cu IN 2' CONDUIT OR 3 4/0 AL, THAN- FS CU IN 2' CONDUIT OR 210 AL SEA (CONDUIT TO TERMINATE AMOVE SOFFIT • OVERHANG.) 150 AMP ELECTRICAL RISER NOT TO SCALE COYDNAT. SERVICE BO AMP DISCONNECT SWITCH AND uOR40 VOLT M I A. ELECTKICAL MATERIALS AND INSTALLATIONS SHALL NEMA SIR ENCLOSIME MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCIR MU P' L EDITON r2020L LOCAL CODES, AND ALL LOCAL POSER COMPANY o E ni ne4r& IL D OTC N UCT SHALL W TYUNL PE THNNMM ESS ISCONCEE SlRVK! SERNE B�NURANN= UIT'T EO'ENt oW 441NT POIIITR COWPONY -- t NnESSYSIEMM BONDN6 tCR1MAL AT LOW GRADE � VOLTAGE CONNCCTIONS PROVIDE /0 AMP. U6440 VOLT, 1 PHASE SECONDARY'/ 114 CU SERVICE GOWUND CONNECTED TO iJ SERVICE. PROVIDE 9 4 COPPER (CU) N CONCRETE ENCASED FOOTER STEEL PER 1-V2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 ELECTRICAL PROVISIONS OF THE EBCIS TTH S2A0 ALUMINUM (AL) N 2" VIA SCHEDULE SO PVC EDITION ram2ex CONDUIT UNLESS SBtVICE IS PROVIDED by THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC S)S" DIA X S FT LONG COPPER CLAD 64111OUND ROD COMPANY PRIOR TO 010. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.a bdesigngroup.mrn AA #: 0003326 W Irk W w o ABBOTT PARK LOT #1 BLK. #13 PR 'T/jH 04181, 000-01131 MODEL ' 3EEB 2260—ELSTON GARAGE 8WING: RIGHT PAGE: FIRST FLOOR ELECTRICAL IV DAB 8/14/21 SCALE: 1/4"=1'-0" SHEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e MV OUTLET m A'T SHALE role IIOv OUTLET nov OUTLV vt of OUTM also TO awrrC14 aF1 a®v OUTLET 220V OUTLET (4) NOW CONNB=f M a�uTeela•IaaOF CeXr.—unm atwum Faa.T offoamom Swrtw 61 9WTC14 H-"Y OI°EIUL 6 aWTCN 44"YOFEIe IIIALL MOUNTED LIaw COLM LAW O LED C16 LIGHT ©� LED VAPOR roav LOW O VF' VAPOR FROOF LOW OImCpaED CAN eb81T. RaI I CFM F1et as R. VAIT. FAN I QM rER ao. R. cAIsaII ® — s4,TA OfiTECTOR S mwo Lf� f NATURAL am Gunm jY T!L®41 JACK � �DIa7CAt 4EA7TAt 10,R...[.1:, W •� AR DmcoWecr cAR an AM ON TELEv"N JACK TO EE 4ppo lt9 N JO J-em AOCOImNJCE W mOOt MAlaa® Aa NCH FOR Impactm ammom QILS1a FANA.IaHt TO aIe NITCRIIp N W mL MA M= " NICK MR MARMOA S S R AIIGA 2W RIGMD/ICBR LIAR ~ NGJJDEaCWT L. !TRIP ennnonnnn Aa'D MAEMCW LOW STW ROOD LIAR oPr. sw TT IQ1'FAD HE PA maw-surrom Fom CMFES um FOR. • LOCATION OF TV JACKS J PWPM OUTLETS 4 FANS TO mE VERERD • HOFCOW$Ia PRE-CON8TIaCT1CN Hwfmck • ALL m 4 20 AMP MANOR CIRCUITS TO BE ARC FAULT FMS0IECTED PER ELECTRCAL M&AGIO S OF "SC* ,nw EDMOI [9020) 4 MG OIn.Q 29M EDITION • m AMP DEDICATED LNNRY DCIISCUR. • 04 • ISLAND (JOT ON KRCFEN CRCUIT) • DRHWWBR 0I600101ECT TO ES LOCKOUT N PANEL • mATIaS0O1M EXHAUST FAN TO HAVE MN CAPACRY OF M QM N1nwn7ENr FER ELECTRICAL. FISOvINONs OF aECTION Mmou FLrrIR TTN EDITION [aM0) • LALNOW ROOM IVC!'FTACLE NULL of andlD ►AUL.T CNCUR-NTENRA" R FlK)IECTION FOR FEIa1ONNEL ON IEEDW • W Jft M MOD SHALL LEE NON METALLIC CABLE FM lI.eCT1UlIGAL PIlOVISIONs OF ILCR YrN, jry nmel • ALL Y10111C TO COMFL7 aml EI �•"�'^u FRONsldla SECOND FLOOR ELECTRICAL PLAN SCALE1/4' . P-V -----------�\ I. I I L L I I I I I ----------- LED LIGHTING ® DBL. LAV. BATH "1 I _ I I L I i r I I I \ LED LIGHTING C� DBL. LAV. BATH SUN 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH:407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA k: 0003325 C ads F 1 summ . Z LOT ABBOTT PARK LOT #1 BLK. #13 PROJECT 04181.000-01131 MODEL: 3EEB "2260—ELSTON" GARAGE award: RIGHT PAGE: SECOND FLOOR ELECT LA AL P 160 MPH EA C FIRST FLOOR PLUMBING PLAN SCALE: 1/4 . P-m' SECOND FLOOR PLUMBING PLAN AL /4 • -® VTR y vm WASHER PLUMB_ING RISER DIAGRAM i44i N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA M: 0003325 g ar S Eulmm Z I.oT: ABBOTT PARK LOT #1 BLK. #13 PROJECT# 04181.000-01131 MODELA 3EEB "2260-ELSTON" GARAGE 8WING: RIGHT PAGE: PLUMBING PLANS 160 APH 4A C JUN 2021 J.0 raw DATE: 6/14/21 8CALE: 1/4"=1'- 39HEET r P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL 00 SEALED WITH GLASS FAB t MASTIC. AND INSTALLED AS PER MC -ITH EDITION (2020) MECHANICAL. BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY C14IMNET OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH MC 1TI4 EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS $WALL, 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 F8C 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DEF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING EXTERIOR WALL O O PLENUM y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WAIL y 3/4' PVC CONDENSATE DRAM LINE EVAP. TRAY y 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 FBCR 1TH EDITION (2020) MECHANICAL SLOG. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIN, FLOOR OR WALL �_ c-S-IrS�2J FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE HSERIES NICKEL BRA" TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (T LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — 80LID LINE. SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK 1 BALANCING DAMPER OR OBD CEILING EXHAUST PAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. W/ (2)-3/16'X2' TAPCON6 UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) MAXI V4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSINK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-8'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN ) 14' DIA S/A FROM CHASE ABOVE GREAT ROOM 12XS 12X8 f f I&XII ---------------------- NITCHE I SX4 I —► 12X8 F — I 1 O I I I I I IIIII FOYER L--------- -- ENT RY-- I FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 - P-0' JUN UN - N. RONALD REAGAN BL' LONGWOOD,FL.32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 9 MUM fA VHDM as LOTSBBOTT PARK LOT #1 BLK. #13 FR,OJWT 04181.00-01131 MObEIa 3EEB "2260-ELSTON" GAlt&GS STrING: RIGHT "hRST FLOOR MECHANICAL PLAN 1 MPH EXP d N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 1 I5 im it BVHDIV. Z Lo ABBOTT PARK LOT #1 BLK. #13 PROJECT 04181.00 -01131 MODEL: 3EEB "2260-ELSTON" GARwaE OWWO: RIGHT ' COND FLOOR MECHANICAL PLA 1 H SECOND FLOOR MECHANICAL PLAN 1/4 . P-m 2X4 TOP FLATS PRELEAS TRUSS 1/2' CLG. BOARD VI' DRYWALL TVY SECURE BT. — PLATE TO SLAB W/ Wd MASONRY NAIL ♦ 32' O.C. MAX FIN. RR 1X4 WOOD STUDS 024' o_ NOTE: 5TUD5 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MOIRE THAN 24' O.G. (i TYP. INT. WALL (NON-BRG.) D 1 SCALE: 3/4' •1'-0' FIBERCsLA88 SHINGLES WITH UNDERLAYMENT AS PER POOR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1-m. TYP. O.N. S/8' GYPSUM INOR 1/2' HIGH STRENGTH CLG, BOARD 35/S'oR 5 V2' DRYWALL 3/S' TOP 044NEL (25 GAJ I/Y DRYWALL 3 6/6' OR 5 SW METAL STUDS O 24' .C. 20 GA METAL TO BE INSTALLED N WALLS RECEIVNG UPPER/ LOWER 3 5/S' OR 5 CABINETS AND TUMAHIOUER 25 3ro' BOTTOM GA. METAL TO BE INSTALLED CH4MNEL (25 N ALL OTHER WALLS. STUDS GAU 8E0URED TO BE SPACED IS' OL. AT 2ND TO CONC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR UELLB AND BATHROOM PAP s TO WALLS W/ TILE FINISH WOODFLooR Wl V4' WOOD WOOD BASEBOARDS SCREW '—FINISH FLOOR 1-STORY TYP. INT. WALL 1A METAL STUDS NON-BRG. D 1 SCALE: 3/4'.I'-m' ENERGY CODE FORMS ATION R-VALUES RENCE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS ♦ 24' OC. 8' CMU 1/2' GYP. WL BD: WOOD BABE — 0'-0' FIN. FLRl 4 a. ti. n W/ WINDOW OPENING H FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR 9.05.1.E ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT BOND BEAM - SOLID GROUT W/ (1)- •5 (2) COURSE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'■1'-0' T`I _ J\ 0'-0' FIN. FLR • ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN 4•" ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 1609.5.1. r.,, TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (2)1-STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'•1'-C' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 908.I.L ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE-'/ / 9' 2x FASCIA PER J MA ELEVATIONS off VENTED SOFFIT WALL BREATHING THICKNESS AS PER SHEET ON]. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS UVEP SCREED 2. P.T. SECURED PER—// Imo' THICK, 2 COAT---L-' PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN FLR..L 8' Cm 0 t ; ; .�♦� AV NAL -r I_ �i' i �i♦� uLm • �. �•. t =■= ►_i�� i21 i�i�iTi?i�iTi�iTi•4•iTi!i�i♦i cm t-2B'\ GAS LINE THRU BLOCK �2X4 SPF 24' O.C. MAX. — SECURE W/ (2)12d NAILS • EA. END 2x BLOCKING IBETUEEN TRUSSES --PER STRUCTURAL DETAILS — STIFF SACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS — CONT.'2x RAT RUN SECURED PER—"" STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' If GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 4x2 P.T. FURRING STRIPS • 24' O.G. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PRIOR WS.U. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT U14LL SHEATHING THICKNESS AS PER SHEET BNL SECURE PER FASTENER SCHEDULE ON SHEET SNL PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS r ' _ 0'-0' FIN. FLR tl' - ROOF SHEATHING THICKNESS IS ~ ENGINEERED PER ASGE 1-I6 IN •,a •, .4. ACCORDANCE WITH FBCR 2020 a• 1TH EDITION, SECTION R301.13 AND &bees.&. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING JUN ro ft.L I R IILG coop NOTE: METHOD TO BE USED FOR THE 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4•.r-C' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D486-B TYPE III OR TYPE IV UNDERLAYMENT. L441LNRONALDREAGAN BLVD. NGWOOD, FL32750 H: 407-774.6078 AX: 407-774-4078 w.a bdesigngrou p.com AA 8: 0003325 G b AM 6 Q 8xmDm da L•OT: ABBOTT PARK LOT #1 BLK. #13 [PROJECT 04181.00t-01131 MODEL& 3EEB "2260-ELSTON" GARAGE DWING: RIGHT L ILS E AO 2021 DATE* 8/14/21 8CAlX: 1/4"=1'-0" 8*=ET D1 FIBERGSLA" SHINGLES FIBER3LAS6 SHINGLES WITH WDERLAYMENT WITH WDERLAYMENT AS PER FBCR 1-M.U. AS PER FBCR tM U. ROOF SHEATHING ROOF SHEAT14NG THICKNESS AS PER THICKNESS AS PER SHEET SNL SECURED SHEET SNL SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. TRJ 'EELS PRE -ENO UD. TR1S6- 24' OZ. MAX. V ATI.r✓N 24' O.G. MAX. METAL DRIP EDGE METAL DRIP EDGE—� BATT INSULATION 2x FASCIA PER ELEVATIONS REFER TO ENEIRCsY CALCS FOR VALUES I, 0, VENTED O.H. 5/9' GYPSUM BOARD 2x FASCIA PER ELEVATIONS SOFFIT TYP. OR 1/2' HIGH STRENGTH CM BOARD ,�D� Ix2 FIRE -STOP SOFFIT REFERENCE STRUCTURAL -4.1INSUL. REFERENCE STRUCTURAL ( ( w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 8/4' T 4 G SUBFLOOR 1/2' THICK 2 COAT K GLLED AND NAILED I/2' THICK 2 COAT PORTLAND CEMENT SC PER NAILING SC SCHEDULE PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY R MASONRY IX2 FIRE -STOP DO FIRE -STOP SEE STRUCTURAL SEE STRUCTURAL. VA ON �PMER S/S' GYPSUM BOARD OR 14' HIGH STRENGTH CLG. BOARD P — — T L EVATION IX2 FIRE -STOP Dc2 FIRE -STOP R-4.11NSUL. 1/2' THICK 2 COAT PLASTER APPLIED DIRECTLY TO MASONRY DQ FIRE -STOP WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' Or— a, cm 1/2' GYP. UL. W. WOOD BASE 1/2' THICK„ 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO DO FIRE -STOP BATT INSULATION �. REFER TO ENERGY CALCS FOR VALUES ® S/B' GYPSUM BOARD OH.JA I,'P. OR 1/2' HIGH STRENGTH CLG.BOARD Ix2 FIRE -STOP -4.1 INSUL. w ul w 3/4' T 4 G SUEiFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE 7fMEVATIUN ATION 5/8' GYPSUM BOARD OR V2' HIGH STRENGTH CLG.BOARD R-4.1 INSUL. Ix2 P.T. FURRING STRIPS • 24' O.G. la' cm 1/2' GYP. UL. BD. WOOD BASE n a• _--ppE LIr4 ~ ~ 4 n W/ WINDOW OPENING �, WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SGALB. 3/4'.1'-O' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407.7744078 www.abdesigngroup.com AA N: 0003325 y O d R i 8%mD:v as X oz' ABBOTT PARK LOT #1 BLK. #13 P1iojwT 04181,060-01131 MODEU 3EEB "2260—ELSTON" GAaeG>E ewnaG: RIGHT PAGE: DETAILS 160 UPH E C a � 6/14/21 SCALE: 1/4"=1'-O" az T D2 I 2X6 PT. • CENTER OF DOOR HEADER SECURED UV (1)1/2' X 6• J-BOLT W, W MIN. EMMBEDMENT WV 2' X 2' X VW WAGER 4 NUT OR W/ (2) V2' X 6' ANCHOR BOLTS W/ 4' MN EMBRO ENT WV 2' X 2' X V6' WA61RR 4 NUT— ® V4'TAPCONS 1 V2• EMBED. 6' OC- 4• END DIST, 1 1,2• EDGE DIST. 2X6 GARAGE DOOR B ICK SECURED W/ (5) 1/2' X 6' J-BOLT OR ANCHOR BOLTS, W/ 4' MN EMBEDMENT, WV 2- X 2' X V6' uVi6HER 4 NUT. (O UMT14N 6' OF TOP, (0 WITHIN 6' OF THE BTM, ® (3)EVENLY SPACED. ALL ANCFIORB SHALL BE N ACCORDANCE TO M441'ACTURER'S INSTALLATION N6TRUCTIONS WHNfRC SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT .rx6 T•.RO' S' CMU IR' DRYWALL ba4 P.T. OR 8/4'X4' MN SECURE THRU FRAME 4 ❑ I^44• EXTEND 1-1/4' INTO P.T. NAILER BLOCK WV 3/16' TAPCONS DOOR CASING (MN SHANK SIZE la HEAD SIZE JIM MN EMBEDIMENTT I-V4' WITHIN 6' OF EACH END JAM DOOR OR WINDOW 4 IS' Or —MAX SPACING ATTACH TO 2X PER MAMPAC'TL406 DETAILS. NOTE. S 4M AS HEEDED TO PLUMB JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3/4" OR +6/4" `�DOW TO BLACK +3/4" OR +6/4" 2XM SECURE TO BLOCK IW 3Ab' TAPCONS (MN SWANK SIZE .Mb MN HEAD SIZE JIM MN SIT 1 1/4') WITHIN 6' OP EACH END 4 ID'Oft MAX SPACING 2X6, SECURE TO BLOCK W/(2) SAW TAPCONS (MN SHANK SIZE A& MN HEAD SIZE J00 MR EMBEDMENT 1 VW) 6. CMAJ WITHIN S' oP EAC 4 END 4 16' OC. MAX SPACING. IW DRYWALL 2X& ® PX4' SECURE TO BLOCK Pt. NAILER W/(2) SAW TAPCONS (Mk 6MANK 612E .ka DOOR CASING MN HEAD 812E J00 MN EMBEDMENT 1 V4') WITHIN 6' OP EACH END 4 IS' = MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4•) DOOR JAMB TO BLACK +1 1/2" /1LIL'IDOA TO BLACK +1 1/2" D 2X4, SECURE TO BLOCK WV 5Ab' TAPCONS (MN. SHANK 612E .HS MIN, MEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN 6. OF EACH END 4 16 O.G. MAX SPACING. 2X6, SECURE TO BLOCK W92) W16' TAPCONS (MN SHANK SIZE Job MN HEAD SIZE 1300 MN EMBEDMENT 1 1/49 WITHIN W OF EACH END 6' CM 4 IS' OC. MAX SPACING. 1/2' DRYWALL SECURE TO BLOCK WIP2) SAW TAPCONS P.T. NAILER (MN SHANK SIZE.Hb 1/16' OPUS. X W MN MN HEAD SIZE J00 MN 01DEDMENT I VW) DOOR CASING UMT14IN W OF EACH END 4 W OC MAX SPACING. DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE,SHIM AS NEEDED TO PLUMB JAMB (DO HOT EXCEED 1/49 DOOR JAMB TO BLACK +1 15/16" /;\WM01[ TO BLACK 2X4, SECURE TO BLOCK IW 3M' TAPCONS (MN 61.64NK 612E .146 MN HEAD SIZE 1200 MN EMBEDMENT 1 V49 WITHIN 6' OF EACH END 4 W OC. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2>06, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) SAW TAPCONS 3AW TAPGON MN 1-114' mN SHANK SIZE .Wb EMBEDMENT INTO BLOCK. MN HEAD SIZE 300 MN EMBEDMENT 1 V49 WITHIN W OF EACH END 6' C"AJ 4 16' OC. MAX SPACING. 1,12' DRYWALL SECURE TO BLOCK WK2) NIS' TAPCONS P.T. NAILER (MN SHANK SIZE .H6 DOOR CASING MN HEAD 612E J00 MN E'BIDMENTI V47 UT14IN 6' OP EACH END 4 W Or —MAX SPACING.DOOR JAMB OR WINDOW ATTACH TO 2X PER MA4FACTURE6 DETAILS. NOTE, 614IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLACK +2 1/4" r11RNA0R TO BIACK +2 1/4" 2X4, Will GEC IRE TO BLOCK WAS' TAPCONS (MIN. SHANK 612E .H6 MN HEAD SIZE 300 MN EMBEDMENT 1 1/41) WITHIN 6' OF EACH MEND [• 16' Or —MAX S V IV 2X6, SECURE TO BLOCK WK2) 3/I6' TAPCONS (MN SHANK SIZE U46 MN MEAD SIZE 1300 MN EMBEDMENT 1 V4') WITHIN S' OF EACH END 6' CM 4 IS' OC. MAX SPACING. �• DRYUU4LL 2X6. ® ❑ SECURE TO BLOCK PX4' UAK2) 3A6' TAPCONS P.T. NAILER (MN SHANK SIZE .498 DOOR CAGING MN MEAD Slg 900 MN EMBEDMENT 1 V4 ) WITHIN 6' OF EACH END 4 D' OC. MAX SPACING, DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" f—.Imlbmox TO BLOCK. +r- 2XM IBI SECURE TO BLOCK W/ 3/16' TAPCONS (MN SHANK 612E 348 MN HEAD 812E A" MN E'1BEO1,10IT 1 1,141) WITHIN 6' OF EACH END 4 W O.G. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/16' TAPCONS 3Ab' TAPCON MN 1-1/4' mN SWANK SIZE J46 EMBEDMENT INTO BLOCK MN HEAD SIZE J00 MN EMBEDMENT 1 1/49 6. cmWINN W OF EACH END 4 Is, OCM MAX SPACING. IW DRYWALL 2X& ® ❑ MAO SECURE TO BLOCK P.T. NAILER WK2) SAG' TAPCONS DOOR CASING mN SHANK 612E .Mb MN LEAD SIZE 300 v MN EMBEDMENT 1 V4') WITHIN S' OF EACH END 4 W OCM M!AX SPACING --------- — ---- NOTE, SHIM AS NEEDED TO PLU1D JAMS (DO NOT EXCEED V4') 2N0 2X SECURE TO STRUCTURAL MENDER LLW2I2d WITHIN 6' OF CALM END 4 W TO 6' OC. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" gTd.BLAL,K_f3__ 2X4, m SECURE TO BLOCK W/ V4' TAPCONS (MN. 614" SIZE.Ab MN. HEAD SIZE JIM MN EN'IDEDMENT 1 1/49 WM41N 6' OF EACH END 4 B' O.C. MAX SPACM 2X6, SECURE TO BLOCK WK2) V4' TAPCONS (MN SHANK SIZE .Mb MN WRAP 612E 300 MN EMBEDMENT 1 1/4') WM41N 6' OF EACH END 4 IW OC. MAX SPACING. 2X6• SECURE TO BLOCK WK2) V4' TAPCONS (MN SHANK SIZE .Wb MN HEAD SIZE JOO MN EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 16' OC. MAX SPACING 6' CMW ❑ I/2' DRYWALL I'X4' P.Y. NAILER 1/16' O)lUS. X 4' MN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED VW) DOOR JAMB TO BLACK +3 7/16" Lim A TO BLACK +3 7/16" 2X4, SECURE TO BLOCK WV 1/4' TAPCONS (MN SWANK 612E .Mb MN HEAD SIZE JIM MN E'11B6qMINT I V4') WITHIN W OF EACH END 4 16' OC. MAX SPACING. Dab, SECURE TO BLOCK WK2) V4' TAPCONS (MN SHANK SIZE .HD MN HEAD SIZE J00 MN EMBEDMENT 11,149 WITHIN 6. OP EACH END 4 W OC. MAX SPACING. 2X& 1=1 SECURE TO BLOCK W/(2) V4' TAPCCNS (MN SHANK SIZE .145 MN HEAD SIZE 3" MN EMBEDMENT 1 1/4•) WITHIN 6' OF EACH END 4 *' = MAX SPACING. NOTE, 6TRIlCTUR4L 2X MUST BE ON OUTSIDE 4 SECURED STRUCTURAL 3TM/16 TAPCON MN I V4' EMBEDMENT INTO BLOO . L�1 6' CTU 1/2' DRYLLA-L P.T. P P.T. NAILER j� P P.T. X 4' MN DOOR CASING DOOR JAMB OR WINDOW ATTAC44 TO 2X PER NOTE, SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMD (DO NOT. EXCEED V4') DOOR JAMB TO BLACK +3 3/4" /;111INDOlf TO BLACK +3 3/4" 1441 N. RONALD REAGAN BLVD.'I LONG WOOD, FL 32760 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J ounDiv. ae 10T, ABBOTT PARK LOT #1 BLK. #13 PROJECT# 04181.000-01131 MODELa 3EEB "2260-ELSTON" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C r Dw�TEj 6/14/21 1 ISCAM 1/4"=1'-O" 1 INSTALL PASTD'ERS (CLM.- APPROVED BUILDING a1PAP STRAIN, STAPLES) AS SHALL EE LAPPED A MNSIUM OF Irw U MRE TO !FLUKE 6' • VERTICAL. LAM (ROLL PAYE/ WIRE TO RRAMRIG ENDS) A 6' • HORMONTAL LAPS. S� LAYER U�APAl�• ALL. $90% NEED TO BE TAPED LATH VERTICAL LAP TO BE IP WTH POW106M SHEAT14M TAPE UM LATER -2. POPRTW40M / BULDNS PAPER Pptwo wmD CONTROL JOw( / •— — �. PLASTER 3 COAT C01EN( �. � MlTA_ LATH R.A U OF 02471ROL JOINTS r 6 ■6' SELF -ADHERING MEMBRANE BE URED TIED TO LATH Y HARE LAYER G, PORTIFIBER / \ OUX--APLASHING OVER MEMBRANE Or- MAX (VERT.A NOTE, DO EIUIL.DAda PAPER SELF-A7HERNa MEMI9RANE NOT PASTEN CONTROL JONT TO / I• naL LM • MCTAL LAN \ HO SE 1 OVER APPROveD WALL EVEN EP STUD EXISTS , o•�T19410 O �� 1441 N. RONALD REAGAN BLVD. BEYOND EXCEPT STAPLES IW APPRDVED METAL. LATH ' LONGWOOD, fL 32750 S11%'LEd MAY BE 11SO E C0NTIQOLL JOIN TEMP X. � (VgRTJ O.C. MAX X—�C X {k{ SEEP-ADFlRaiGM@bRAIE PH: 407-774-6078 _JC DIARN6 NStALLATION PLASHNG OVER APPROvED FAX: 407-7744078 Wm LAYER PI. — — — + WRAP. www.abdealgngrtwP.com PASIEHERB TO DE SPACED BTUCCO WRAP FETAL LATN FLABNNe TO PXIBJD ONTO PIPE AA #: 0003325 • 1' = MAX VERTICALL7 COAT. DEAD OP SEALANT 7 WOOD &iEATHAdb I S?U LATER PL J'THICiPASTE S COAT CEMENT BTUCGO WCM" I PLASTER INStALL APPROVED HOUSlEURAP AIR A METAL LATH SWIMTHINS BARRIER OVERR MN I-Arige Um LAYER @, FORTIFIBER lie LIAR LAYER n. PORIH413M OVEae 6Turrni DmwNa PAPER / _-.—.. _ . __ _ _ Wm LAYER PI. O.V. FINISH (SEE rM WILL 815CTION) _ I Stucco WRAP rTor I 4AP MR LAN S H WOOD SECTIONDE PER SECTION Baalor IYIYIa a1a1 OtislaM JONTS BUTBUi BFAMD \ Exterior use of portlBM cement plaster BE STOPPED AND shall camPly Wdh the application LIED AT EACHF 610E /� / ieyuii eiimne �i nu m ocvw. P167VIDE 2X4 BdCING LO PER A81M GIOA.9— PLACED FLAT MAX. S' TO S' Y MIN LATN LAP, 4' o.'eR Installation of exterior lathing and framing \ / PROMI CONTROL JOINT 914194 CONTROL JOINT FALLS ON ' STRIc"'RAL 6mD ALL LAr 2 o tilhalloo plly ith ASTM C 1 W3.19a, FMTTENMW FOR LATH TO BE NAILS ORS _ aCALEr I va .r_® STAPLES IN COMI-LIA = IW ASTM CIO6S 2. WRE TIES TO BE (NO. 1B 00I WAtl4 / 3. BLOCKING SHIOIIN MAY ISE N ADDITION TO RLe1.L STUDS REd UIRED PER PLAN \ 6 , 4k{' SELF-ADHEIRhJCa TNR'IBRANE FLA614M (COMPATIBLE aV HOUSE wROVEDHOUSESE ER MA ERIU VERTICAL LATH n APPROVED WRAP. Sit WOOD SHEATHIWs OL FO o aawPo • ® L Fan wwo . Pc A OR CMU Pt. A x atoms • Pr.6 x atl!AR • Pr. • ---- WREs LAYER "I, n aRusa • PL c S. aRwa • Pr. a • STUCCO WRAP (FRAME ONLY) ® THICK, 3 COAT CEMENT PLASTER , GOAT LEGEND CEMENT PLASTERLASTER (CMU) ~" METAL LATH (FRAME ONLY) �- V.+ ® 0"' ® LAP WRB 1 TAPE OVER DRAINAGE PLANE (WRB • , ROOF/WALL SCREED • ,H,jge7tl1T LAYER *1, STUCCO WRAP) RNA- POLO, ca MIX M. I.7HIMSCOATCEMENT z s'Xs' V TYPE CONTINUOUS WRB LAYER *2 CFORTIFIBER —' — - — - —' — — Clateir PLARTee (Ow ' coAr E -2 NAIL TO ROOF PECK, NOT BU I L D I NCB PAPER) IIM LAYER a, FOR,141MR )n WALL SHEATHIN@J BUIwING PAPER MWO tin UM LAYER PI, CAP SHIw-%LE - DO NOT NAIL, METAL LATH X—X—X--X OIUOCO UARAPnw m XLY) ` ..� INSTALL WITH ROOF CEMENT 1 BXMI' . Z LOT: ABBOTT PARK LOT #1 BLK. #13 PROJZCT# 04181.000-01131 MODET. 3EEB "2260—ELSTON" GARAGE SWING - RIGHT PAGE: WALL ASSEMBLY DETAILS 16rVH E . C LAF LA"M OF WAOM IIRaP• � .z+i oaBRNUL►nnuRRLsra• t ., wHAir" ONLY) I� L ^•' PRArs ae CrY �' BXMI' . Z LOT: ABBOTT PARK LOT #1 BLK. #13 PROJZCT# 04181.000-01131 MODET. 3EEB "2260—ELSTON" GARAGE SWING - RIGHT PAGE: WALL ASSEMBLY DETAILS 16rVH E . C LAF LA"M OF WAOM IIRaP• � .z+i oaBRNUL►nnuRRLsra• t ., wHAir" ONLY) I� L ^•' PRArs ae CrY �' STUCCO : lXIARROR ROOF CEMENT WOOD OR 1/1611 ZIP WALL 1 66 uaLL PtiuP6a a f—ROOF PER ELEVATIONS SHEATHING SELF-ADHESIVE FLASHING — — — — — — JU 7 2O NOTE: METAL LATH: LATH TO BE PER SECTION 140 "LT "no "Off Ia& f"WV a! It, °QM=.= R-I031.1 / ASTM C-54-1-14a, MIN. 2,5 LBS- P ow a•, DISIP a00f, amv PER SQ. YARD (UTILITY OR NOMINAL 8CALE:1/4 =V 0•• °"`' P'Y PAWIA "L" FLASHING LATH DOES NOT MEET SPECIFICATIONS) sHEET N.T.S. ��T tl tl A INSTALL b' SELF -ADHERING a INT MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FSTUCCO INISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE WOOD CONSTRUCTION SEC�t 'R of FLA56INS. TO BE: L BOTTOM. 2. SIDES. 3. TOP OVER TOP t SIDES i X: VENT CAP IS TO BE SET IN BED SELF WOOD SHEATHING OF SEALANT AT TOP AND FLASHING alp" ONLY. SEALANT IS TO BE UNIT WRS LAYER 01, TOOLED SO AS TO DEFLECT STUCCO WRAP WATER AWAY FROM JOINTS. 1441 N. RONALD REAGAN BLVD. BEAD ALL AROUND PREMANUR DRYER LONGWOOD, FL 32750 VENT -APPLY VENT -APPLY SEALANT ALL VENT GAP (SET IN WRS LAYER 02, FORTIFISER PH: 407a74-6078 i JOINTS AND INTERSECTIONS r APPLY SEALANT AT PERIMETER OF BACKER ROD NON-MOVABLEC FRAME AND V. . CONT. SEALANT) BUILDING PAPER FAX 407-774.407E www.abdesigngroup.com AA fi: 0003325 J ALL BIDE& ♦CAULKING Jo I I ALL ARouNp SEALANT m TOP i SIDES J' THICK 3 COAT CEMENT WOOD SMATHMG I I PER SECTION i8.7 PLASTER LAYER M, I I McArlar 19ftM iuM olWr rkro STUCCO WRAP BACKER ROD I I E)derior shall comply y wiof th the application plaster 6B DRYER VENT (BLOCK) Ya' TO V MID -WALL LAYER r'2, FORTIFIBER BUILDING PAPER requirements of ASTM C 926-18b. ❑ EEP SCREED WEEP — WOOD METAL LATH T/0' Installation of exterior lathing and framing CONSTRUCTION FMI '� ' shall comply with ASTM C 1063-19a, or ASTM 1787. DHESIVE MEMBEPASTRIl to woos aTRUcruRAL MEMBER . I' MAX wRB LAYER �, i FLASHING e' a�lJ on STUCCO WRAP _ HOODED VENT BUILDING PAPER WOOD FRAMED 7i' 1015' MID.wnLL k THICK, 3 COAT CEMENT OVER — — — FLASH' WALL _ PLASTER METAL LATH — HORIZONTAL WEEP SCREED E FRAME TO FRAME) WRB LAYER 42, FORTIFIBER PIPE THROUGH / WALL .' WIDE STRIP SELF ISUILOM PAPER WS ADHESIVE WOOD SHEATHING ( \ ACLEAN MA80NRY DEPORE APPLYAYs BEFORE _ TEXTURED 04 04 $ O 4 © DRYER VENT (FRAME S' SELF ADHESIVE FINISH •MASONRY FLASHING (INSTALL N 7B HORIZONTAL WEEP SCREED MR MANUF. SPECS.) W SHEATHING UNDER��aIDJCi:caAPERi FRAME TO BLOCK) I LAYER M, B, Uf STUCCO WRAP LAYER 02,FORTFIBER Km W WOOD BUILDING PAPER WRIS LAYER el,. i O"TUCTION CUT OPENING IN STUCCO WRAP _ APPROVED HOUSEWRAP VENT PENETRATION FOR BOX INSTALLATION METAL LATH A ALE N.TB. s' VRIYL CASMG DEAD CUT 'X' INTO 11 RAISED BAND UIRISTUCCO LAYER M, MIEMBRANE FLASHING , 7�' TO )S' Mtb-WALL t STUCCO WRAP . •. �` . +•. aP BGREED APPLY SELF -ADHERING -. MEMBRANE FLASHING WOOD SHEATHING OVER BOX AND OVER J9u1m a MOT° N,k 6' ONDE STRIP SELF I APPROVED WRB ............................ , GIVE FLASHING, CLEAN ABBOTT PARK MASONRY BEFORE APPLYMG S T � � #� LAYER 'I S �, � � � LOT # 1 Z FLASHING ELEC. METER FIEL t BLK. #13 SronE vtNEeR VERIFY LOCATION ELEC. METER FIELD APPROVED PROJECTiy VERIFY LOCATION HOUSEWRAP AY 04181.000-01131 OVER SCRATCH COAT WRE4 L ER BELOW iLODEIt STUCCO WRAP 3EEB APPLY STUCCO SCRATCH COAT SELF -ADHERING "2260—ELSTON" CUT SUCH THAT APPLY bm MIN HORIZONTAL WEEP SCREED AND ONE !1) LAYER OF PAINT 9 MEMBRANE FLASHING No MEMBRANE _ GRADE 'D' FELT W STONE VENEER PRIOR TO IN STALLING ING ELEC . ENTERS BOX, OVER awRAiE awsTc: METER APPLY TO FACE SELF -ADHERING RIGHT (FRAME TO BLOCK EDGE FLASHING OVER CAVITY TO BE FILLED APROVED PAGE: WITH RIGID POLYMERIC HOUSEWRAP WALL LEGEND ISOCYANOTE-POLYSLEND FOAM WREI• LAYER n, FORTIFIBER !'GREAT STUFF' OR SIMILAR) IBUILDING PAPER ASSEMBLY DRAINAGE PLANE (WRB APPLY A SILICON STEF #3 cJ. TEP #4 DETAI AT POINTLAYER 01, STUCCO WRAP) TTHATEELEC�. ANT WIRE PENETRATES 18 H WRB LAYER 02 (FORTIFIBER — — — — — C ATTiN53OVER BUILDING PAPER) AREA TO RECEIVE STUCCO/ C.V. FINISH STUCCO SCRATCH COAT APPLY E-Z BEAD e. e . < SECTION) TYPICAL WALL METAL LATH x—x—x—x E 1 COAT OF PAINT W/5ACK- OVER 60 MIN ROLL PRIOR TO GRADE 'D' METAL LATH q STUCCO ELEC. METER INSTALLATION FELT -PROVIDE 2021 PROVIDE STUCCO SCRATCH SEALANT AT ALL JUN COAT LARGER THAN THE ELEC. JOINTS AND WOOD OR 1/16' ZIP WALL ® METER CAN OR METER CAN INTERSECTIONS SHEATHING COM50 OR METER CAN AND A. NWO SELF-ADHESIVE FLASHING — — — — — DISCONNECT OT B 14 21 DATE r r METAL LATH: LATH TO BE PER SECTION O ELECTRICAL CONDUIT ST�� STEP #� MICA=:1/4"=1'-0" R"103.1.1 / ASTM C-841-14a, MIN. 2.5 LBs. 8 PENETRATION PER SQ. YARD (UTILITY OR NOMINAL 3218&ET LATH DOES NOT MEET SPECIFICATIONS) ELECTRICAL RECEPTACLE WA2 WOOD SHEATHING INT. uJbOD FRAMED WRB LAYER 9, am -FLOOR DCCICRJG COLUMN SHEATG STUCCO WRHIN AP WOOD WRB LAYER P2, FORTIFIBER PRE-DFG'D TRUSS . r BARRIER WEATHERRESISTIVE CONBTT3JCTION SUILDIN3 PAPER \ i •. WEATHER RESISTIVE WEAMM V HAT CHANNEL i' THICK 3 COAT CEMENT T BARRIER BARRIER 42 TYPE 'X' DRYWALL PLASTER WEATHER RESBTrvE _ 6' SAF. A TOP OF WEEP SCREED f 6' 8AF \ TO SHF-ATHING BEHIND WEEP SCREED rL�Tdt3 COAT BARRIER 12 IE8 PEEL STIFIC WOOD SHEATHING �� 4• POSITIVE DRAM I VY3' V FLAS14M - O SCREED METAL LATH FULLY EMBEDDED 1441 N. RONALD REAGAN BLVD. WOOD SNUT14MS IN ROOF CEMETIT LONGWOOD, FL32750 WRB LAYER 4, i `�� II)J' X ,26 DRIP A CLA V PH: 407-774-6078 STUCCO WRAP \` BET IN DRIP ED FAX: design 44078 i' THICK 3 COAT CEMENT ` EX 81tloR c,RAOE Y4 GAP FOR BACKER SEALANT, V MIN.www.ebdealgngroup.com PLASTER `\ DW WALL ROD SEALANT SPACE FROM DRIP AA is 0003325 AM66-WFWC-1S® FLASHING 11IR I ID FACE TO 11REX WEATHER RESISTIVE FLA8NM3 WRAPPED • TOP OF WEEP SCREED SHEATHING OF -LOW a• POSITIVE DRAM i' THICK, 3 COAT ORIENT P D PLASTL`R VINYL CASING BEAD cBARRIER MTO WEATHERRE616TIVE S BARRIER 42WATER � LAYER h, STUCCO WRAP � vlFnt tam eEm (6HOM FOR CLAI�ICATION OP SEPARATE ACCESSORIES ONLY)< PROCFRNG bR t+,,.WRB LAYER (2 LAYER PEEL STIGV ." '�a.�"'nu'�'.e EXTERIOR COLUMN COLUMN BREATHING LEGEND iw- WRB LAYER 42, FORTIFIBER 6' 8AF. BUILDING PAPER PEEL 4 STICK 1)6'x3' V FLASHING DRAINAGE PLANE (WRB ,.. '' " '{ `A�= :-s• , b' SELF-ADFEREIN3 S1� FLOOR ® FULLY EMBEDDED IN R��� LAYER 01, STUCCO WRAP) WRB LAYER 9. ° _ WRAPPED 1)J' x 3' 26 GA GALV. Stucco WRAP ,' METAL DRIP EDGE WRB LAYER *2 (FORTIFI5ER — - — - — - — — AMI� AM66_IIFIUC_,&® I y"; 4' "'�'� POSITIVE DRAM ANTILE VER DRIP 111'xI 1S• P.T. oR Bn 11LATED BET IN FULL BED of BUILDING PAPER) GWtOM �AaING BEAD 0 � l FILLER,"NT•'r''S'L SPACE FROI9 DRIP ------__ — EDGE r4 GAP FOR SEAL AMT FACE TO BEAD METAL LATH x—x—x—x OPT. BACKER ROD. WATER PROOPMG lot ND GAP M HELD (BRIOWN FOR CLARIFICATION OF Q-ARI ICATIRIES 3' X V 26 GA GALV. FNISN LAYER (2 LAYER MODIFIED w LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM STUCCO SEPARATE ONLY) METAL DRIP EDGE PEEL STICK) SET IN PULL BED OF 9/4 RESILIENT HAT CHANNEL BALCONY DECK TO CASING BEAD 6' L SEALANTA' MIN. CANTILEVER WOOD OR �/16' WALL DTL ® CANT &TI a DRIP WALE ^'01' OMP THICK 33 COAT CEMENT ZIP g Q �s I fill 10 A EDd1E TO FACE TO TiREX PLASTER SHEATHING SCALE,1 i/2'.1 DOCK SM' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD BREATHING SELF-ADHESIVE FLASHING — — — — — Y4 GAP FOR BACKER FINISH NOTE: 1'Od "''4 P.T. oR SIMULATED 'ROD / SEALANT i' THICK 3 GOAT CEMENT 4' POSITIVE DRAM METAL LATH: LATH TO 5E PER SECTION CO *° 'FILLERyMYL CASING READ PLASTER ED WATER PROOFING bt WEATHERRESISTIVE CORDER RVINYL BEAD (SHOWN FOR CLARIFICATION OF W R103.1.1 / ASTM C - 841-14a, MIN. 2.5 L58. LAYER (2 LAYER PEEL 4 ; BARRIER 01 VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) &TICK) WRAPPED FROM PER SQ. YARD (UTILITY OR NOMINAL BALCONY DECK TO ,ER RESISTIVEi CANTILEVERBALCONY DRIP O LATH DOES NOT MEET SPECIFICATIONS) 6'REBEL 4STICK • or=MEMBRA , 11C EDGE INSTALLATION 9) COLUMN = DRIP EDGE TO DECK EXTEND OVER DRIP sm FLOOR EDGE (W /" L" FLASHING WOOD CONSTRUCTION ®® V X 3' 26 GA GAIN SCALE. NTS WOOD SHEATHING METAL DRIP EDGE SET IN FULL BED OF BARRIER RESISTIVE OIOOD (TIptEX)�FILLER SPACE PRO MIN. ILSPACE FROM IN. WRB LAYER h, 3/4 RESILIENT FACE TO TREX STUCCO WRAP HAT CHAMEL WEATHER RESISTIVE CONTINUOUS VINYL CAGII READ 2x FRAMING MEMBER BARRIER r2 y4 GAP POR ROD A SEALANT WATER PROOPMa 16t COAL CEMENT WOOD SHEATHING VINYL cASNNG BEAD FINISH LAYER (2 LAYER FEEL 4 STICK) LAYER (2 LAYER PEEL s STICK) WRAPPED PROM �R9 aRB LAYER 02, FORTIFIE ER i' THICK, 3 COAT CEMENT 3/4 RESILIENT BALeoNr DECK TO 2 I2• BUILDING PAPER ; PLASTER FLAT GNAN IEL Cl! TW, vER 8 COAT CEMENT FASTENED TO SHEATHING 8/8' TYPE 'x• DRYWALL METAL LATH P 81 TOR .�,,..; • ,' Or- MAX METAL LATH ! STUCCOSYWRAP W/rExTLIRED 4 PAINTED WOOD SHEATHING METAL LATH 5 i FINISH i' THICK 3 COAT CEMENT (2) 2x12 HEADER WALL WAUXRARED 4 PAINTED WOOD SHEATHING WEATHER RE&IetIVE WRO LAYER STUCCO WRAP i' THICK 3 COAT GEMEN7 i i WR$ LAYER 62, FORTIFI$ER PLASTER FINISH BARRER 41 PLASTER , $UILDING PAPER i' THICK, 3 GOAT CEMENT WEATHER RESISTIVE BARRIER a 4' POSITIVE DRAM WOOD SHEATHING &'SELF -ADHERING METAL LATH VINYL CORDER BEAD 4' POSITIVE DRAM n ale oal m PLA67EM vINYL COIIII BEAD YRBL° BGIiEED FETAL LATH FLASHING - ---en THICK, 3 COAT CEMENT VINYL CASING BEAD NO GAP M FIELD VINYL CASING MEADHo raP M FIELD (SHOWN FOR CLARIFICATION OF WRD LAYER n, FORrIFIBER BUILDING PAPER (EXPLODED view FOR PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACOE880R1E6 ONLY) ' CLARITY) 11D DRIP EDGE O SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 14A ORNER BEAD ® FRAME DRIP CAP INSTALLATION WINDOW FLANGE WRB R of, i WOOD CONSTRUCTTON I�+ 2 I/2° Illj,\ •: i WEATHER RESISTIVE BARRIER M CORNER BEAD WRB LAYER 12, FORTIFIBER stmnxv. Z MT: ABBOTT PARK LOT #1 BLK. #13 PROJECT 04181.00t-01131 MODELo 3EEB "2260—ELSTON" GARAGE SITfMG: RIGHT PAGE: WALL ASSEMBLY TA 0 MPH XP. WEATHERR IERRESISTIVE ,.::k; (FASTENER 4 SPACING m '�' C.C.)BUILDING PAPER15A C METAL LATH i VINYL CASING BEAD . _ ' THICK 3 COAT CEMENT 04 . PLASTER THICK, 3 COAT CEMENT i UN 2�2 5/8, TYPE 'X' DRYWALL METAL LATH PLASTER W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH ' &'SELF -ADHERING i i' THICK 3 COAT CEMENT WEADER/BEAM +' GMU FLASHING ! t PLASTER 1/2' THICK, 2 COAT CEMENT A VINYL CORP. 4NO 23 VINYL coRNER BEAD PLASTER APPLIED POSITIVE DRAM VEEP SCREED DIRECTLY TO MASONRY VINYL r,�n; �. PieeD NO GAP M FIELD WINDOW FLANGE D B/14/21 (SHOWN FOR CLARIFICATION OF acwr�: 1/4"=1'-0" SEPARATE ACCESSORIES ONLY) 14 B CORNER BEAD ® BLOCK 15 B CASING BEAD ® WINDOW 9iIEET 11 RIP EDGE INSTALLATION ( FRAME, NO BAND) WA3 WOOD SI-RATHING —� WRB LAYER M, STUCCO WRAP WRB LAYER 42, FORTINISER BUILDING PAPER — METAL LATH J' THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING— FLASHING DRIP CAP — WINDOW FLAW-sE VIEW FOR CLARITY) WRB LAYER M, — STUCCO WRAP VINYL ANGLED Yi GAP TYP J, THICK, 3 COAT CEMENT CASING BEAD PLASTER iX TRIM MEMBER TO TRIM METAL LATH s STUCCO TO SIDING TRANSITION WRE LAYER n• FORTIPISER WOOD SHEATHING BUILDIN33 PAPER SIDING WOOD SWEATHINCs WRB LAYER 01, ` � y STUCCO WRAP WRB LAYER 62, FORTIF15ER �--WRIS LAYER w STUCCO LAYER M• sTuc� wRAP BUILDING PAPER METAL LATH CASING BEAD THICK, 3 COAT CEMENT FL SWIWs OR PEEL ! STICK PLASTER SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WRB LAYER 112, FORTIFIBER BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER FLASHING DRIP CAP WINDOW FLANGE CASING BEAD ® WINDOW (15C ( FRAME, W/BAND) WOOD SHEAT4 METAL LATH WRB LAYER M, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER ! BUILDING PAPER 1 WRB LAYER 01, i' THICK, 3 COAT CEMENT STUCCO WRAP PLASTER , WRB LAYER 02, FORTIFIBER VINYL ANGLED BUILDING PAPER CASING BEAD VINYL CASING BEAD METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD (9) RAISED 17 A SCBAND (FRAME) ALE: wow G EE7QD RE616TIvE U"THM ImmiaTIVE — y�IRVEALLM 60Nd '$W--� — STARTER 61AIP \ FLA814ir43"AONewra a 0 UIPATH616TIVE R RE6rotIVE MAXNE DARItlER 7 FLASHING RIIJ6 'ZA_RAWNG GOD TRIM rivlmER / M / \ /mb I Ik KNG \`` `•, / OR ArrROYIED WIA s�.teee� SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2S LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) UIOOD eFlATHNG nMtNAMl1! �e� 16TIVE I-UE61eTIVEMAIIIIItM � xX 1� NONG--� "AC+EI%M RAWINS 6TARIER &TRIP—X � �AeHI�NG l�bOc6tlen6'lEle—/ BACKM MOD) eN ' ?NI CAATEIe = RAMIN I^l1616TIYEJ . UEATNI R P &TWE--/ DAIMIM 4 SIDING TO STUCCO ® FRAME TO FRAME a 9 TRANSITION 1oguotoom•J DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — - — - — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — J' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME WR8 LAYER +2, FORTIFIBER BUILDING PAPER BEAD VINYL CASING (wl lW/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER &' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY --------------------------- -----------------1---------------------------------------------- Y4' GAP TYP THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WINDOW FRAME WRB LAYER 62, FORTIFIBER BUILDING PAPER WOOD SHEATHING 6' BF1�-Af%lItlNG iLA6HUJG i i I � I �•. UEATMIR PE816TIVE ! \ DAMRMR +1 TO LAP \ ADOVET�Vy I i OFFLASHNG � � I �ta m 6rorlvE T_wR13 LAYER el, �L ATEtelntmo-lVE STUCCO WRAP 'I —CA -VD METAL 'r R,� &' WIDE PEEL STICK I OVER FLANGE I WINDOW FLANGE I p E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) I 1 MEMBER +APPLY FULL BED OF SEALANT BETWEEN JUN u�FeAUL. FLANGE 4 BUILDING WRAP BUILDING UWCKM WRAP PE6roTIVE _ 7 VNTL CA61Nr. XMLE twat I�eE6ronvE ( E BEAD WINDOW CASING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774,6078 FAX: 407-7744078 www.abdesigngmup.eom AA #: 0003325 J aa i l 0 i rr II d FASSEMBLY T PARK #1 #13 * 00-01131 EB ELSTON" SWING: GHT LL MBLY D AIL 16 MP)i E `—tES BE TAIIEN IN KEEPING THE VENTPROPERLY I', 3-AND 1l SIgNM IN C GALVAHIZED ALIGNED. VENT PIPE IS SEALED IF UTIUMD. NNl IN PLACE USING 1-111' NMLS AT EACH CORNER. ROOFING CEMENT SFIOMD BE APPUED TO ALL SHINGLE EDGES FEAR THE OUIER EDGE AND AROIND THE ENTIRE PEPoMETER AS CUT OUT THE GOOSENECI( VENT OPENING IN THE ROOF SHEATHINO.SIZE THE OPENINGIN ACCORDANCE WITH TIE RECOMMENDED IN SEVERE HEATHER COASTAL OONSMUCTIONZONES. CH44RT SHORN. IN THE EVENTA MECHANICAL VENTFAN IS USED, SIZE THE VENT OPENN3IN ACCORDANCE WITH VENT FAN MANUFACTURE'S PPING CONFECTION INSTRUCTONS. DO NOT CUT INTO TRUSSES OR RAFTERS -EN CUTTNG THE OPENING IN THE ROOF. R GVE INTOFTHENGSHINGLE GBOTHLSAHOUNDTNE S IE NAILING FLANGE PE—THETH TENT L THE FLAT TO THE ROOF OF THE VENT LAMB FLAT TO THE ROOF SHEATHING. SLIDE THE IIIl TOP ANDSIAULM HE9OTTOM VENT FLA ES OL SHINGLES. ALLON TE BOTTOM VENT FLANGES TO LAV ON TE TCP OF THE BHINGlE3. IIYI�� ROOF HOOD VENT DETAIL SIT+O cum XKP Iwx F It LEA roL0 N AT D(I@c R.ASNNG MN I' SELON NJ. R"IOLE FLAWING DO NOT SEAL OOTTW RN STEP 6 STEP 7 PLUMBING VENT DETAILS ALIGN RAIGNNG UV NT. EDGE CT SILL RA P ICNMS0, 1 oom FANNEDN140 CAP NAILS, AR NASA, STAPLES) INSTALL DUIONT PLNX~ AS TF FLAWING AT TN INSTALL S' IIADE AMES" - GACI® RJX10LS 14444ING MATERIAL OAR DRIP CAP XINT(PROTiG7D-YRAP Wr-20 a. - MWIV) a `L'� STEP 8 '"6Q1 WINDOW FLASHING INSTALLATION DETAILS a ( FULL WRAP) SCALE: NTS w VADE VALLEY FLASHING SGI aR HEAVIER FELT UMERLAYNENT 1 ASPHALT ROOFING CEMENT VALLEY MNTERLNE FASTNERSHITHIN w-CENTI!m1NE II XTRA FASTNERS IN EFD OF SHINGLE %TEND END SHINGLE AT LEAST 12' BEYOND VALLEY CENTERLINE �..-lE.—E.— - - VALLEY CENTS -NE ROOF VALLEY DETAIL APPLY OM ICU (O EOILAL) SEALANT I locOUVCI'1! JOINT FLUID APPLIED R AWNS (LAWO LLNITE- RAL RC-N OR Sw2LALA SLOP! SILL TO im bkm L IT 0 TLE =NTACTOIIES IMS-04OLTY TO V WY TIE C."ATMULRY OF ALL PROPO M INCLLONG NOUlIYRAP, SEALANTS A SELF-AMERND R.48NN4 MAtwt% .S USED DLWJM COIMTRICTIM 2. INSTALL ALL MATERIALS PBS MAN JIAGTJIMM IIRMIN SFWIFICATI@M gg9 NITS MAY RLACT ADVERIELY P NOT CO)'IPATIDLE CLAM AND REAL JAMS TO SILL JOINTS WITH PM M POLLOUMG COMPLETION OF EXTERIOR RETROFIT WORK ISE�PAAMS SC4EM SHOWN SHALL ME MPLM ENTED AT ALL WMDOWS WITH EVIDENCE OF WATER NTRAION DELOW THE WINDOW OPENING �.L REAL MTEROR PER2'ETEI¢ OF WINDOU WITH SEALANT L M ro TIE CONTACTORS RESPONOULTY TO VERPY THE 0"ATIOUTT OF ALL PROOLCM NCLUDNG SEALANTS A SELhADFERNG FLAMING MATERIALS USED DUPING CONSTRUCTCFL 2. M-AWNG AT E%TEROR U lhD MID DOOR OPENNOS MW.L ON INSTALLED IN ACCORDANCE SARI MAPAPACTURISSY INSTALLATION NSTIM=b b AND APPROVED METHOD U OF MC R'1014 U N ACCOPPANCE LIMIT PINNOM ATION TTANfiALTL M M INSTALLATION AND FLAWING w*Tm=w)N& WSRlSYh SE.ALMRS MAY REACT ADVEIMELY IF NOT CQ'IPATIELE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NM 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.ebdesigngroup.com AA HY: 0.0332, SEE 1. 6113 9VHDIV, do LOT: ABBOTT PARK LOT #1 BLK. #13 PXojzcT# 04181.000-01131 MODIcL: 3EEB FF2260-ELSTONFF GARAGE 8'WD9G- RIGHT PAGIM WALL ASSEMBLY TAILS 0 AI E A C 11 01C.%=: 1/4"=1'-O" a WA5 .2xb SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL < STICK METAL FAeCIA WRAP DRIP EDGE 11\ I\ 1/8' TEXTURED I FINISH ® WOOD I �� 2X6 aLM 1/2' TEXTURED FINISH * CMU / �\ -METAL FASCIA �\ WRAP Ye' FROM STUCCO, 1' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) A �\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION ©FLAN A ;,I ©FLAN E3 —ROOF KICK OUT REMOVED FOR CLARITY -rROOF DECK (BEYOND) 1/8' TEXTURED FIN18N • WOOD, V2' TEXTURED FINIeN • CMU METAL LATH WOOD SWEATI4ING OR cm WRO LAYER 01, STUCCO WRAP(FRAME (ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) -DRIP EDGE, I' OFF WALL XNOT INTO STUCCO) — 11/8' TEXTURED FINISH e / WOOD, 1/2' TEXTURED FINISH *+ CMU —2x& SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL EDGE KICK OUT PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-V' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x x x x x5C'"��• x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x i x x x x xx x x x x x . x x x x x x x x x x x x x x x x x x x x x x x x x x x x ,tx x x x x , ��x _..... ........ .. .. . SUB BAND DETAIL® WALL W/KICK- OUT d N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-7744078 www.abdesigogroup.com AA #: 0003325 FRAME OR CMU 1 9 FELT PAPER 04 S DRIP EDGE (REFERENCE POINT = Q ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED BOTTOM OF 8 DRIP4EDGEVE 2x SUB -BAND W/11¢'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY O x '3XMDIV. de LOT:' ABBOTT PARK LOT #1 BLK. #13 FRAME OR GMU 3EEB "2260-ELSTOE GARAGE 8lrMG: WALL KICK -OUT FLASHING RIGHT FELT PAPER PAGE: DRIP EDGE WALL (REFERENCE POINT ASSEMBLY ONLY. FOR WALL OFF DETAIL SET OF COMPONENTS) 162'WPH PkP I C METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK I .. *ROOF CEMENT s ROOF EDGE PUNT 6/14 OMITTED FOR 8CALE: 1/4"=i' CLARITY a MT WA6 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+_0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01INDICATES #5 BAR, ®INDICATES #6 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #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 402/602.16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, 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 I OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 616 W I AIW1.4 OVER 3 1/2, 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH BOTTOM REINF. TOP REINF. TO SHORT LONG FM-16xl8 16" CONTINUOUS- (2)45's FMC-16k18 16" CONTINUOUS (2)#5's VARIES TE-1 8" SEE PLAN- miz 1) #5's TE-2 12" SEE PLAN- O s F-24x24 24" 24(2)#5's O 's F2-24X24 24" 24"O05's (2) #5's CW-18X12 16" CONTINUOUS- (2)#5's (+)0'-0" CWC-16X12 16" CONTINUOUS 12" - (2) #5's #S IN CURB VARIES F1-30X30 30" 30" 12' (3)Ws (3)#5's (-)0--8" F1-24X24 1 24" 1 24" 12" (2Js15's (2)#5's O0--8" FOUNDATION PLAN SCALE: 114" = l'-0" 1441 N. RONALD REAGAN Bit LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 0 o IN DUB3XV. & LrOT ABBOTT PARK LOT #1 BLK. #13 PROJECT 04181.000-01131 MODEia 3EEB "2260-ELSTON" GARAGE SWWO: RIGHT PAGE: FOUNDATION PLAN 1 H E . C 3C MIN. EACH WAY MONOLITHIC FOOTING . STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ••P' ,•, •- • � N CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS tt E ^ SPACING REQUIREMENTS � . . >� •, GARAGE DOOR rz LFM-• RECESS o" " W CMU WALL 8"CMU WALL I A . CORNER BARS, SAME SIZE AS LARGER BAR ��„ m 9' z ,IN FOUNDATION WITH 30"LEG EACH�WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLABOP OFSLABMATCH K11 AMOUNT OF CONTINUOU9 BARS ?k- CURB FOR SEE SLAB SCHEDULE 48 BAR DIA.SEE EXT. PORCH SLAB 4"CHAMFER (1STORY) 18" •D E 70P O /-I VARIES ((SLAB SCHE UL F GARAGE EXT. PORCH SLAB 4" CHAMFER w. U MONOLITHIC CONTIN OUS STEEL MO TH C FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET to. AT ELEV: W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) '.! (1STORY) W/ lrZ ISOLATION II. �6" CHAMFER 2STORY • ( )' 0-0•• JOINT(WHERE #4 24" `� JOINT (WHERE. �. i APPLICABLE i SEE SCHEDULE #5 301, APPLICABLE) A. SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING s FOR wxD, BAR SVE #6 36' i FOR MO. BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND BAR QUANTRY AND BAR QUANTRV NUMBER OF BARS (w 2 TO 3, PROVIDE 2 BARS), UNO #7 47' - EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE 3/4"=1'0 2 @GARAGE SCALE: 3/4"=1' 7' CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" (1) 05 REBAR VERTICALLY W/ GONG. POURED CELL LAP TOP PLATE A MIN. OF 48" s Y 8" CMU AND NAIL W/ 16d COMMON ° w NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT #4 REBAR @24" O.C. @ CENTER OF LAP TO OCCUR OVER STUD OF WALL WI PLAN $ SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING i WALL W/ SYP 7' CAPPED I No STUDS SEE PLANS FOR CURE BT. PLATE TO SLAB W/ 4FEPDXY x I GALVANIZED PIPE NEW REINF. BAR SPACING. SINGLE BTM. PLATE k9" WEDGE ANCHOR W/ 7' W/FLANGE BASE ° SECURED W/ 2-PART EPDXY. MIN.EMBED TO BE P7. PROVIDE DEL. TOP PLATE ASHER SET IN HIGH STRENGTH M 5 8", LINO H o 5-1/'Z' EMBED. MIN. Q 16' OC SIMPSON SPH4 OR SPH6 AX. • •'4• FOLLOW ALL MANF. BTM AND TOP PLATE 0 h 4" CONC., REINF. W/ SECURE FLANGE TO m rc SPECIFICATIONS FOR z I USE AND ANCHORS W/ 10d x 1 1(I' .. .r 'k6" #10 WWM ON • SLAB W/(4) 1/4" X 21/4' PREPARATION OF COMMON NAILS FILL ALL 6-MIL POLY ETHYLENE TAPCONS $ C 4" HOLE. HOLES, DO NOT USE 10d w VAPOR BARRIER ON x 3" rc SLAB SCHEDULE w < • I•I 1•'a WELL -COMPACTED • • j CLEAN FILL TERMITE o ' 16,�" +-0 TREATMENT SHALL BE BORA-CARE :f t°• PO ` TOP'-0" OF SLAB - ..=�'•; .•. • (2) CONT. iW REBAR 4" CHAMFER (1-STORY) 6" CHAMFER(2STORY)(2) #5 REBAR ON CHAIRS RFOR 12" MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% DULE U:E COMPACTED SOIL VIRGIN OR ENGINEERED SOIL TITY SLAB HEIGHT LESS THAN 3'4i mQ PER PIAN 5 6QALE: 3/4°=,'-0' ADDING BAR TO r_'�INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP MONOLITHIC FOUNDATION W/ UPLIFT 6 FOOTING W/ BLOCK WALL scALE:3/4"=r-a' 1 A SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING SPACING REQUIREMENTS WALL W/SYP No 2 STUDS SEE ZA OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. WALL W/ SYP Na 2 STUDS SEE PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO f SLAB WIlDd MASONRY BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL ° a NAIL 16" O/C STAGGERED. 16' O/C STAGGERED. c ADDITIONAL METAL ADDITIONAL METAL O J CONNECTORS NOT CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO 0. UPLIFT IS PRESENT. UPLIFT IS PRESENT. R 6" CMU WALL W OURED LINTEL CONT. (TYP.) SLAB SCHEDULE i 8" CMU FILLED CELL (TYP.) b TOP OF SLAB � "'2X EE SLAB SCHEDULE SO [SEE WALL FRAMING P OF SLAB'0'-0F SEE SLAB SCHEDULE 1/7'DIA. SIMP60N ST82 BOLTS 5" 1p P SLABa• -�MINIMUMEMBEOMENTINTO •• "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND • + m 4 • CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX °•� POURED MONOLITHICALLY WITH A• • T•r FOUNDATION AND SLAB SEESCHEDULE SEE SCHEDULE EQ. EQ. FOR WAD, BAR SIZE FOR WxO, BAR SIZE SEE SCHEDULE FOR MD, BAR SIZE AND BARQUANTNY AND BAR QUANTITY AND BAR QUANTnY /AL ,z INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL SCALE: 3/4'=,'-0" (NO UPLIFT) COMBINED EXTERIOR MONO- FOOTING AND COL. PAD 10 INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION R (NO UPLIFT) SCALE: 3!4"=1'-0" 11 SCALE: 3/4"=1'-0" i44i N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 M/ww.a bdesigngroup,com AA M. 0003325 g 0 mxmDiv. la LOT: ABBOTT PARK LOT #1 BLK. #13 PROJECT 04181.00 -01131 MODEL: 3EEB "2260-ELSTON" GARAGE 81WMG: RIGHT PAGE: DETAILS 160 PH E PAVERS TOP OF Sl B Y- H SEESCHEDULE FOR MD, BAR SIZE AND BAR QUANTITY TRENCH FOOTING AT ALL PAVER AREAS SCALE: 12'=1'-0" LAP TOP PLATE A MIN. OF 48" - AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, LAP TO OCCUR OVER STUD 2.4 OR 2x6 WOOD BEARING — WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE OBL. TOP PLATE SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/10dx 112' 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/ 1/2k9" WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. a 16. OC MAX. SLAB SCHEDULE EXT. PORCH SLAB W/ 12" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE— THRU FOOTING SEESCHEDULE FOR MD, BAR SIZE AND BAR QUANTITY 5 INTERIOR FOUNDATION WOOD WALL MIjl�READWHI• ME N4 REBAR (TYP.) - � TOP OF SLAB 12' RADIUS OR .� CHAMFER ..� is .�.f � z 2 EXTERIOR STAIR DETAIL SCALE: 12'=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND o a SPACING REQUIREMENTS 0. � mz 8" CMU WALL BEE SLAB SCHEDULE 4" CHAMFER (I -STORY) 6" CHAMFER(2STORY) MATCH STEEL s REINFORCEMENT PER SCHEDULE SEESCHEDULE FOR SIZE BAR AND BAR QUANTITY STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS. 3 o 8"CMU WALL #� m ff a SCHEDULE [511-51-All 4 EQ. EQ. SEE SCHEDULE FOR MD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION CMU WALL 3 �r �r aura ' 4 i ur �r ai..vo 4 . BAR SIZE M4Z i : •' '4 #3 ^Q i' • d #4 #5 6" PVC CHASE THRU FOOTING #7 MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE 6 THRU FOOTING SCALE: 3/4"=1'-0' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS s 8" CMU WALL B rSEE SLAB SCHEDULE SEE SCHEDULE FOR -D, BAR SIZE AND BAR QUANTITY 4 INTERIOR FOUNDATION CMU WALL SCALE: 3/4'=1'4" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA fl: 0003325 04 C b s 2 g BXMDM & LOT: ABBOTT PARK LOT #1 BLK #13 PROJffiCT 04181.00 -01131 HODMU 3EEB "2260—ELSTON" GAP -WIC BWINd: RIGHT PAGE: DETAILS 16 PH E . C 1 awTE• DAVE:' 14 8 21 / / BCALE: 1/4"=1'-O" Bw 71.1B 23'-8' 18'•8" 10'-8 El ZN a Yf [O O N 'O N b �n 4 o 0 zo N b °p 0 fV N r 2., JUN FIRST FLOOR DOWEL PLAN SCALE: 114" = 1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA #: 0003325 b S og� MN ABBOTT PARK LOT #1 BLK. #13 PRAJECT 04181.00 -01131 MODE7s 3EEB "2260-ELSTON" GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLAN 16 H E .j TIE VERTICAL REBARc TO HORIZONTAL , n REBAR W/ 10" HOOK f GROUTED BOND BEAM C VARIES PER ELEV. C 1 �. CLEAN OUT REQUIRED FOR INSPECTION A TIELERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK �L BAR SIZE 148 BAR DIA #3 181, #4 24" HORIZONTAL/VERTICAL � REINFORCING SCALE: 3/4"=1'-0" NEW REINF. BAR SECURED W/2-PART EPDXY. MIN. EMBED 5 6., UNO a FOLLOW ALL MANF. " a I SPECIFICATIONS FOR m USE AND w # PREPARATION OF HOLE. 1 d T' 'PQ' .a 4r,_a .dam •.^T '.4 d � STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-0" OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. #3 18" METHOD #4 24" HORIZONTAL/VERTICAL #5 301, REINFORCING 116 36" 2 #7 47' SCALE: 3/4"=1'-0" #5 BARS EE 1.� AMU UNIT DIMENSIONS b ARE NOMINAL SIZES V�,A�MASONRY SYMBOLS SCALE: 3/4"=T-9' JON 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.a b,71,8ngroup.com AA .0 0003325 0 aa T a d all StmDm & LOT ABBOTT PARK LOT #1 BLK. #13 PROJECT 04181.00t-01131 MODEL 3EEB "2260-ELSTON" GARAGE SWING: RIGHT PAGE: DETAILS 16 PH A. CA 2021 DATE: B/14/21 SCALE: 1/4"=1'-0" SHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/Z' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 Wl (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE 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 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" 0 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 oEscRippow REMARK O(2)2x6 (2) 2X12 BEAM SCHEDULE INDICATES OPENING BELOW / TO = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH /T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) SIZE ZE, REINFORCEMENT STIRRUPS I REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 6x16 (1)M5 (1)i15 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 N!A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 8RF14-1T/OMB BTM. 0 6'-8" FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" JUN 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774,4078 www.abdesigngroup.com L AA #: 0003325 pins D M q sysDXV. & LOT: ABBOTT PARK LOT #1 BLK. #13 PROJECT 04181, 00t-01131 MODEX. 3EEB "2260—ELSTON" GARAGE NWDCG: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C 2021 SCALE: 1/4-=1'-0- 8*1EET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP. 6k6' 1#.5 1. PLACE LINTEL ACROSS 70P OF OPENING. BOND BEAM 2, IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e PLACE STEEL HEIGHT. REINFORCING (1-2) oF� 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED THE 1#5 SO THAT THEN LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'kt6' S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH OBE COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. , / n 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN i6" DEEP. ' o VERTICAL REBAR W/ 10' HOOK pF9 / v�''gfE 8xl6 DBL. BOND TOP OF 2 6� BEAM W/(1)MS BAR BONG BEAM / �\Ot0 EACH COURSE • 8x8 BOND BEAM � F • NCO W/(1)#5 BAR .`: BOND BEAM 3O"TYFICAL t��o� F=FILLED W/GROUT U =UNFILLED GROUT SOLID FROM P NOMINAL LINTEL TO 70P OF BOND OF OPENING #5 BAR IN BOND BEAM WIDTH /�#OF#5'S,R E BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 Gp� 16-1 T/1 M/ B Bx8 PRE -CAST CONCRETE LINTEL W/(1)#5 BAR(L2) 8� NOMINAL—� e Pt` LENGTH OF BAR = WIDTH OF MASONRY CORNER HEIGHT BOND OPENING -z' ` BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR n REINFORCING THAT XFXX- iTM M/08 INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRECAST CONCRETE L SCALE:34"=1'-0 OF BOND BEAM 1 AND XFXX-1TOM OB INDICATES ASINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1)REFER 4. SCALE: 3/4"=1'-0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XUXX - 1 T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX - 1 T/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) — 2x4 (MIN 2 X 3) 1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 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�„ 2X6 (MIN 2 X 3) 2-3M6 TAPCON PRE -CAST .a OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1 Ulf) S' SLOPE FROM EACH END AND 16' �a m O.C. MAX. MIN 1-114" �J EMBEDMENT 2x8 (MIN 2 X 3)2-3/16 TAPCON OR PIN N OPEN FACE SHELL SO SHANK SIZE. 1 5I MIN HEVE AD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1W 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END VCMU BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION CORNER BARS `r ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE: 1 1l2'=1- CJ J 3 SCALE: 3/4"=1'-d' SCALE: 3I4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I > I - SINGLE #5 CORNER BAR, 30x30 TURNED UP A" OR TURNED DOWN INTO STEEL REINF_ OF REF II / FILLED CELL BOND. BEAM II I II � - II 8x8 CMU PIER PROVIDE BAR W/ SINGLE OR DOUBLE REINF. BAR(S), A7 EACH SIDE SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND, BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS v SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W W W.Obdesigngroup.com L AA #: 0003325 I'i g C BLTHDN A. LOT: ABBOTT PARK LOT #1 BLK. #13 PROJECT 04181.060-01131 MODEX. 3EEB "2260-ELSTON" GARAGE SVWG: RIGHT PAGE: DETAILS t,IWVHE C� 7 B2 DAM 8/14/21 BCALE: 1/4"=1'-0" NINE T S�.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON HIOA OR LGT2 W/ IOd 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 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%9% FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOM- 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. COLUMN SCHEDULE MARK 81� BASE PLATE OR REMARK DEBCWAm REINFORCEMENT 4x4 (31/2k3 1/Y') HTT4 W/ 5/8" DIA. x 5" EXP. SYP. PT, WOOD POST BOLT r--------1 FIRE DRAFT STOP 3/4" SUB FLOOR �� 2X4 NAILER PRE-ENG.itll _ FOR DRAFT STOP FUR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS 11 3/4" PLYWOODI DRAFT STOP PRE-ENG. FUR. JOISTS 11T I I rl 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS u SIMPSON LGUM46-SDS W/ (4) 318" X 4" TITEN HD ANCHORS TO CMU 8 (4) 1/4" X 2 12" SIDS SCREWS TO BEAM it it it it it it it it II II II II II II II it II II 11 11 II 11 11 11 11 11 11 11 II II it II II II II II II 1 II II II 11( I1 II tl 11 11 11 11 11 11 11 m-11 11 11 11 II II II II II II II II II II II II II II II II II II II II SECURE 2X12 HDR Y TO 2X8 HDR MTS-20 W/(14) 0.148"x 2 1YY' NAILS,, 2X4 WOOD BEARING If WALL W/ SYP NO.2 n STUDS (8 16" O.C.. TOP OF WOOD WALL EL. 8'-8". !! —�I !_°..l (=H DBLSTUDSI _ 11 = HJ7 SECURE 2X12 HDR PROVIDE DRAFTSTOPPING TO LBW W/MTS-20 === ALONG THIS TRUSS AS TO ABC WI(14) 0.148"x 2 12" LIMIT AREA TO 1000 S.F. STUDS NAILS PER FBCR 502.12 rSIMPSON HU26 W/(4) 1/4"X —_—_— — —=23/4" TITEN 2 ANCHORS TO CMU 8 (2) 1 Od X 1 12" GALV. 11 NAILS TO TRUSS N A 13 't'� 13 9B 108 3 PRE FABRICATED I -JOIST U 24" O.C. MAX SIMPS0N HETA 16 W/ (2) 1/2" WOOD PANELS FJ4 FLOOR FRAMING PLAN SCALE: 1 /4" = V-0" I -JOIST 1441 N. RONALD REAGA 4 BLVD. LONG WOOD, FL 32760 PH: 407.774-8075 FAX: 407-7744078 www.a bd es i gngrou p.com AA #: 0003325 64 64 O g� rr SUDDrv. as LOT ABBOTT PARK LOT #1 BLK. #13 PROJECT 04181.000-01131 MODEU 3EEB "2260-ELSTON" GARAGE > VFMG: RIGHT PAGE: FLOOR FRAMING PLAN 160 MPH EA C DATE:8/14/21 BCArX: 1/4"=1'-0" srEMET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOF/WALLIFLOOR DRAWINGS FOR REVIEW SHEATHING A{l) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" # 1100 UPLIFT SIMPSON PLYWOOD SHEATHING, SEE HTSM20 W/1010d TO (9) 10d x 1 }" NAILS TO TRUSS "ROOFNJALth'LOOR 4TRUSS S ANCHOR WITH TRUSS AND (4)1/4" x 2'14" B{2) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: A PT SYP #2 Z' x 4", SHEATHING TITEN 2 ANCHORS TO (12) 16d x 1 }'NAILS TO TRUSS FASTENER SCHEDULE' 19i 10tl x 1 �"' NAILS TO 6", 8" x 4'-0" MAY BE ADDED e DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5' W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE # 1900 UPLIFT (2) SIMPSON C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #27' x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO HTSM20 INSTALLED ON PRE-ENG TRUSS (18) tOd x 3 *'NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER (2)) 1 Od x 3 * H AILS TRUSS ANCHORS 6", 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD. W/ 10tl NAILS, 2ROWS, 3" CONNECTOR BLOCK WALL W/1010tlTO LDNGWOOD, FL32750 WITH (12) 16d x 3 �' NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4)1/4" x 2l/4" PH: 407-774-6078 ADDITIONAL PLY MAX. TO A{1) SIMPSON LGT3SD82.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407-774-4078 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS CONT POURED LINTEL WWW.ebdB8lgngroUp.com SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS 2x SECURED W/URAL *'x 2}' TO GIRDER AA #: 0003325 GALV. COMMON NAILS. ENGINEERED WOOD B{1) SIMPSON FGTR GIRDER TIEDOWN WITH lx2 SECURED W/ 10d TRUSSES 0 24" O/C, 1x2, 2x WOOD FASCIA (2) �' x 5" TITEN HD TO CMU AND (18) SDS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3)16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) �' x 671TEN HD TO CMU AND (18) SDS *'x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17. O/C SEE SCHEDULE SOLID, S' EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 7' COVER & Z' APART B ALLOWABLE UPLIFT = U:2355 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8865 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0 1a 1b 1c GIRDER CONNECTOR(S) SCALE: 3/4„=''.0' a2aib)(DTYPICAL ROOF SCALE: 3/4"=1'-0" GIRDER CONNECTOR(S) 6-0 MAX(W11x4) oB 1a-0" MAx (wrzxa) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE 1.4 DIAGONAL BTM.CHORD BRACING, SEE ELEVATION PLAN FOR LOCATION PER rc MAY NOT BE P R ELEVATION PRE{NG WOIST LSTA12 20 GAUGE W/ 10dx12 HOG COMMON NAILS. EACH END TOTAL OF 10 8� 4500 6000 80 90 lA470tg0L1L 410�EBB 3/4" WOOD PANELS (2) 12" WOOD PANELS 2x 72" WOOD PANELS 2x LUMBER .� ..___...__ BTM. CHORD OF WOOD ROOF TRUSSES (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ 3 TRUSSES WHERE TRUSS O12d C ET X-BRACING IS PRESENT AT COVER 6TRUSSES) CE TO 4�-0" 0-C. (AT SHEATHING L T 5/e" GYPSUM BOARD OR 1/2" HIGH 0'-0' TO 30'4" (1)'0N BRACE � STRENGTH CLG. BOARD 30'-1"TO 60'-013)'x'BRACE SECURE 2x PT. PLATE O SECURE WOIST 70 TOP PLATE LVL/IJOIST WITH (1lee 11 ) "X" BRACE , CENTER TO BLK W/ 12" DIA. ?. W (2) 12d TOENAILS BACKER BLOCK FROM BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER DOUBLE TOP PLATE MAX., OR 2z4 BTM. CHORD BRACING END TYPE CONDITION, IF 2x WOOD FASCIA, STRENGTH EPDXY 6" 10-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN SEE ARCHITECTURAL MIN. EMBED. AT 32" OC COMMON NAILS AT EACH CHORD MAX. 2x4 OR 2x6 WOOD BEARING INTERSECTION TYP. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 WALL W/ SYP No 2 STUDS SEE P.T. PLATE W/ 12d's 6' PLANS FOR SPACING. SINGLE STIFFBACK (AS PER O.C. MAX BTM. PLATE TO BE PT. BTM. CHORD BRACING TRUSS ENG) CONT. 2.1 SECURED W/ PROVIDE DBL. TOP PLATE HTT4 W/ 5/6' A.B. WITH 6 SCALE: 3/4'=1'-0" (2) tOtl's EACH TRUSS PROVIDE BLOCKING MIN. 7' EMBEDMENT TO BE INSTALLED 4500 3/4" WOOD PANELS T-1 SLAB & ( _ 10'-0" O.C. MAX. 6000 (2) 1/2" WOOD PANELS 12" GYP. WL. BD. 2-12TO PO x " NAILS TO POST., 60 (2)12"WOOD PANELS POST TO SIT DIRECTLY PERPENDICULAR TO I -JOIST 90 2x LUMBER SEE SHEET S1 1A FOR ON SLAB (2) 2X12 NAIL SIZE AND PATTERN _ _........_ c p P T 1i OF SHEA HING 2P MAX. W/ 24" MAX. W/ �SPACINGV 5tt JUHGUULt FUK SEE FRAMING PLAN IJGISr-aasr FRONT BOND BEAM REQ. '4• TYP TYP LEDGER • _ _ _ • END E '�„ • • �' ,LL � e s LEDGER s 4e �� •�• �.'e.e. e BOARD < - m; (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J430LT OR TITEN BOLTS REAR (I -JOIST CONNECTION @ L.B.W. 3/4 LVLANOOD POST CONNECTIONS BE USED PERPENDICULAR W/2"EMBEDWASHER&512" LEDGER WITH (JOIST MIN. BLOCK WALL W/ GABLE END A SCALE: "=l'-0' S SCALE: 3/4"=1'-0" . (TYP) 7 SCALE: 3/4"=1'-0" (NO UPLIFT) PARALLEL TO I -JOIST PRE-ENG'D TRUSS (2) 2X8 36` MAX. WI 26' MAX. W/ 6" MAX. END SYP. P.T. O S HING IJOISr wOIST SPACING FRONTAL SEE FRAMING PLAN TYP TYP LEDGER END OF LEDGERwNOTCH DEPTH 1/4'D d BOARD dP,14 HOLE EDGE >50 OLEDAMETER 2XBSYPP.T. 1/4"X8"TAPCON m; THE USE OF ALTERNATE MATERIALS MAY BE LEDGER BOARD TO W/ 3" MIN. EMBED 0"v & LOT: ABBOTT PARK LOT #1 BLK. #13 PROJECT 04181,00 -01131 MOaEr1 3EEB "2260-ELSTON" GARAGE SIMMG: RIGHT PAGE: DETAILS (I -JOIST) 16VWH EXP. C <2/5'D SOL. STUD BE USED PARALLEL TYPICAL LEDGER USED SO LONG AS THEY CONFORM TO THE OUTER 113OF TO (JOIST FOLLOWING SPAN ONLY 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, Er'ALL AROUND BOLT. HOLE EDGE 5/6' 1, METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS >2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". A - SIMPSON IUS1.61/16 G < 1400 LBS, U < 70 LBS W/ (2) W4" 5" WEDGE-BOLT/J-BOLT, MIN. 3. ALL BOLTS TO HAVE WASHERS. A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6' O/C EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fi AND F2) LOAD CAPACITIES I� I B - SIMPSON IUS2.37/16 G < 14GO LBS, U < 70 LBS W/ (2) 3/4` WEDGE-BOLT/J-BOLT, 5" MIN. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND j EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE 1 C - SIMON MIU3.56/16 G <2900 LBS, U < 210 LBS W/ (4) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. EMBEDPS(2)1 46d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2' GALV. NAILS TO JOIST FLOOR JOIST LEDGER SCHEDULE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON HIOA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FL#17241 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE MARK SIZE BOLT SIZE ILL mDommum OEM KwAcm TM B. HOLE DIAMETER D . SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/ (8) 3/4" WEDGE-BOLT/J-BOLT, 5' SUBJECT TO F1 AND F2 FORCES. PLATE <315•0 DBL. STUD MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FUf25749 A q DOUBLE SYP 2x8 1/4" 8" 24" O/C MAX. B DOUBLE SYP 202 (2) 3/4" 8" 24" O/C MAX. E - SIMPSON MIU4.75/16 G < 3455 LBS, U <210 LBS W/ (8) 3/4'" WEDGE-BOLT/J$OLT, 5"MIN. NO STUD NOTCHING FL#17241 WOOD LEDGER A FASTENERS FOR PARALLEL LEDGER SHALL BE 114" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10' EXP. BOLT/J-BOLT/TITEN BOLTS W/5-12" MINIMUM EMBEDMENT C FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS DATE- 6/14/21 SCALE: 1/4"=1'—O" s�ET AND BORING LIMITS ATTACHMENT DETAIL WOOD LEDGER DETAIL I -JOIST ��ALTERNATE MATERIALS o O SCALE. 11/T=1'-0" 9 SCALE:3/4"=T-(P 1 O SCALE: 3/4"=1'-0" 1 I SCALE: 3/4"=1'-fY' S 3• 1 L� SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON H6 W/ (8)Sd COMMON NAu S EACH END IJOIST ____/ LVL/ PLATE STRAPS W/ 10d z 1 1/2" HOG NAILS WALL / FLOOR FRAMING, D��PARALLEL TO WALL SCALE: #8 WOOD SCREWS x 2" LONG C 3" O.C.; STAGGERED AS SHOWN #8 WOOD SCREWS DBL. 2X8 SYP #2 LEDGER. x 2" LONG @ 3" O.C.; SEE FLOOR JOIST LEDGER STAGGERED OFF SCHEDULE, 10/S3.1A CENTERLINE 3/4" AS SHOWN 8" CMU WALL + • X 6" TAPCONS CMUWALL } REINF. PER PLAN � REINF. PER PLAN PER ELEVATION ka PER LEVATION 3�l ' p U IJOIST (SEE' O v-JOIST (SEE FRAMING PLAN) FRAMING PLAN) Ne— r — PE LEVATI N PER ELEVATION 2.4 P.T. CEILING z4• MAX (2) 2X4 P.T. W/ NAILER W/ MASONRY NAILS DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS 0 17' O.C. BOLT SCHEDULE, 10lS3.tA a 17' O.C. 1X2FIRE-STOP iX2 FIRE -STOP . SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL 3 SCALE: 3/4"=1'-0 SECTION DETAIL AT I -JOIST PERPENDICULAR 4 TO BEARING ON EXTERIOR WALL SCALE: 3/1" 1'1 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS VZ' O.C. (AT Q PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BIM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOFTRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TT M TIOTOP PLATE 5/e" GYPSUM BOARD OR 1/Z' HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 7' • A -SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. B - (2) 61MPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2X8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2X4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17238 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING o• Y. SIMPSON SPH4 OR SPH6 BTM 1/7' GYP. WL. BD. AND TOP PLATE ANCHORS W/ 10d x 1 1/7' COMMON NAILS FILL ALL HOLES, DO NOT USE SECURE ST. PLATE TO SLAB W/ i/2Sc9" WEDGE ANCHOR W/7' �, ,n1 Ut�j CONT. 2X4 SECURED W/ (2)10d's C EACH TRUSS TO BE INSTALLED ®10'-0" O.C. MAX. tOdx3' WASHER BETINHIGHSTRENGTH EPDXY 5-1/2" EMBED. MIN. Q 1S' USS/WOOD POST CONNECTION SSS]IR OC MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=l'-0' • a . A - SIMPSON MTS-12 U < 990 LBS W/(14) 10d GALV. NAILS. • # B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 21/2' SDS TO POST TRUSS CONNECTION L.B.W. PoF TOOLABCONlECTIM 9a gp A88 - SIMPSON ABU44Z POST BASE <U:1,900 G.5,660 W/ 518 DIA x S' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2.300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ W' A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (26) 16d x 2-1l2" NAILS TO POST. 1441 N. RONALD REAGAN SLVD. LONG WOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 O� 04 g » F rr 9 C 3VSDm & LOT: ABBOTT PARK LOT #1 BLK. #13 PROJECT 04181.00 —01131 MODEL: 3EEB "2260—ELSTON" GARAGE SWING: RIGHT PAGE: DETAILS (I —JOIST) %160 MPH E C N'll D �` 8/14/21 SCALE: 1/4"=1'-0" SHEET s3.1B 29'-8" 0 Y b Z c U c o O a n 'a n iq io N JUN SECOND FLOOR DECK PLAN SCALE: 1/4" = T-0" 21'-6" a sz. TOE P OF DECK '�-- OPEN ,-�`-7-1 5'-4" 2'-6" 9'-0" 5'-10" 29'-6" 1441 N. RONALD REAGAN BLVD.. LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407-774.4076 www.abdesigngroup.com AA M. 0003325 � ib g o BVHDri►. de IAT: ABBOTT PARK LOT #1 BLK #13 PROJECT 04181.00-01131 atoaE� 3EEB "2260—ELSTON" GARAGE ®wINCi: RIGHT PASSE: SECOND FLOOR DECK PLAN 160 MPH DBL. TOP PLATE CONT. v 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 1x 2x6 BLOCKING FOR SHUTTER LAP TO OCCUR OVER STUD WOOD OR 1/7' PLYWOOD INSTALLATION. PROVIDE 12' FILLER(S). NAIL ALL TOGETHER n PLYWOOD FILLER(S). NAIL W/ 16d COMMON NAILS, ALL TOGETHER W/ 18d 2-ROWS, 6" O.C. m COMMON NAILS, 2-ROWS, 6' O.0 SHORT 2x STUDS BETWEEN HEADER ABOVE AND FRAMING DIRECTLY ABOVE (1) 2x6 FLAT TOE NAILED TO 3/4" DIA. x 8" MIN. EXPANSION WINDOW JACK STUD NAILED INTO BOLT W/ 3x3 OVERSIZED INSIDE AND OUTSIDE PLY OF WASHERS PLACED 16" O.C. 4" MIN. CONC. EMBEDMENT SECTION A A FILLER BELOW W/ 1O. Mq COMMON NAILS, 6" O.C. SHORT 2x STUDS BENEATH WINDOWSILLS 2x6 BLOCKING FOR SHUTTER INSTALLATION.. PROVIDE 1/2' PLYWOOD FILLER(S). NAIL 2x MID -HEIGHT BLOCKING m ALL TOGETHER W/ 16d AND ANY PLYWOOD SEAMS COMMON NAILS, 2-ROWS, 6' W/ (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR O,C, END SIZE AND QUANITY a PROVIDE 1x WOOD FILLER(S). Q NAILS ALL TOGETHER W/ 16tl SINGLE BTM. PT PLATE COMMON NAILS, 2-ROWS, 6' SIMPSON H10A W/ 10dx 1 V7 O.C. GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 ALL HOLES OR SPHB TOP &BOTTOM 4'd 'MIN. TOP PLATE SPLICE STUD PLATE TIES W/ 1 Od x 1 AND NAIL W/ 16d COMMON 12" GALV. COMMON NAILS NAILS, 2-ROWS, .0 (AT EACH STUD) FILL EVERY HOLE, DO NOT USE T 3" LONG NAILS / q BTM. MEMBER OF TOP ----I I PLATE SPLICE MUST LSTA18 W/ 10dx3" GALV. COMMON OCCUR OVER STUD. NAILS, (7) EACH END TOTAL OF 14 4" NAILS. APPLIED TO INSIDE FACE TYP. ONLY FL#17244 SEE SCHED ifl f 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS (1) 2x FLAT TOE NAILED TO W/ (2)16d NAILS EACH END JACK STUDS OR # STUDS NDER G EADER SEE SCHED FOR # FULL . HEIGHT . 2x STUDS 3/4" DIA X 8" MIN EXP. BOLT W/ 4' =D 4" 3X3 OVERSIZED WASHERS PLACED 4" 32" MAX. Ty.. TYP. 32" O/C 6" MIN CONOEMBED, TYP. r r coennir_ 16" MAX. I 16" MAX. (3) 2x12 HEADER PROVIDE OP PLATE . T 1/2" PLYWOOD FILLER(S). NAIL DBLDBL TT ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" O.0 F � N _4 m— `�o' LAP TOP PLATES AT CORNER, (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER WI 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. fir NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER HEADER SIZE (2) 2x6 (3) 2x6 (2) 2x8 (3) 2x8 (2) 2x10 (3) 2x10 (2) 2xl2 (3) 2x12 siwawlais0lroa snneP�aexac. m j24 0 O N Y o 2 2x4 2 2x4 2 2x4 (3)2x4 (3) x4 SPAN KINGS SPAN KINGS 2 (2) (2 2x6 (2) 2x6 (2) 2x6 (2) 2x6 O 2x6 (3) 2x6 P5- 0 - 2ft 3 -oft 1 2 0 - 2 R 3 - 41t i 2 2x4 2x4 2 2x4 2 2x4 2 2(4 (3) 2x4 (3) 2x4 2x6 2x6 (2) 2x6 (2) 2x6 (2) 2xS (2 2x (2) 2x6 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 2 2x4 5-6ft 3 5- 6ft 2 2x62.6 2x6 2x6 2x6 (2) 2x6 (2) 2x6 (2) 2x6 7 - 8 ft 3 7 - 8 ft 3 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 7 - 6ft 9 - 10 R 5 9 - loft 3 2x6 2x6 2x6 2x6 2x6 2x6 (2) 2x6 9-10ft 2x4 2x4 214 2x4 2 2x4 2 2x4 2 2x4 2 2x4 10 - 12 R 5 10 -12 R 4 2x6 2x6 2x6 2x6 2x8 2x6 216 10 -12 ft 2x4 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2x6 6 2x6 2x6 2)(6 2XS 2X6 2.6 TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL SCALE: 3/4"=T-O" PROVIDE (3) STUDS � —� v—NAIL STUDS / —NAIL STUDS CORNERS LAP TOP TOGETHER W/ / TOGETHER W/ PLATE MEMBERS 12d @ 12- O.C. 12d @ 12" O.C. PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS (8U —/ PLYWOOD SHEATHING, "ROOFNVALUFLOOR SHEATHING CORNERS LAP TOP SEE "ROOFNVALUFLOOR FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" C2 D 16" MAX. PROVIDE (3) STUDS CORNERS LAP TOP PLATE MEMBERS 16" MAX. `'` 1 MASONRY /WOOD PROVIDE (3) STUDS CONNECTIONS CPLATE MEMBERS PLACE 30# ROOF FELT BEHIND 2 SCALE: 1 VERT, STUDS SO AS TO NAIL STUDS SEPARATE WOOD AND TOGETHER WI MASONRY/ CONCRETE (TYP.) 12d ® 12' O.C. 12" DIA. SIMPSON TITEN BOLTS 51MINIMUM 12" DIA. SIMPSON TITEN BOLTS 5' MINIMUM PLYWOOD SHEATHING, SEE —� EMBEDMENT INTO GROUTED EMBEDMENT INTO GROUTED GROUTED "ROOF/WALUFLOOR SHEATHING CELL, 6" FROM ENDS AND CELL, 4" FROM FASTENER SCHEDULE" 16' O/C, VERTICALLY MAX 16' OIC, VERTICALLY MAX C3 l,J NAIL STUDS TOGETHER W/ 12d 0 12" O.C. SHEATHING ON ' X I 1(C I .INTERIOR OR VV I A B EXTERIOR OF WOOD WALL (1) 2x TO BLOCK ON 214 WALL PLACE 30# ROOF FELT (1)2x OB OCK ON 2x4 At (2)2x TO BLOCKON 2x6&2x8WALL BEHINDVERT. STUOSSOAS (2) 2x TO BLOCK ON 2x6 & 2x8 WALL TO SEPARATE WOOD AND MASONRY/ CONCRETE(TYP.) 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-77448078 FAX: 407-7744078 www.ab d4esigngroup.com AA #: 0003325 h q 6 svHaiv a� MT: ABBOTT PARK LOT #1 BLK. #13 P12 "' 04181.00t-01131 MODUL9 3EEB "2260—ELSTON" GARAGE swsxca: RIGHT PAGE: DETAILS 16 PH E . C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG 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. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4' . 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 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 DEOMP ION 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 (Ps!) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP SIZE SPACING BB1 MASONRY 3000 ax16 (1)k5I;M)I.D 1 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)H5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH:407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA M: 0003325 b BUBDIV. & LOT ABBOTT PARK LOT #1 BLK. #13 PROJECT 04181,00t-01131 MODEL: 3EEB "2260-ELSTON" GARAGE OWING - RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES 160 MPH W. C "LO7rS CONCRETE". "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 Slim 661T 1T 1TAB 1TMB 1T= TYPE LENGTH � PLAIN � SOLID TYPE LENGTH MIT ena-1T 812Q 1T 8/J1-1T 8Rb1T N9Z 1T will a1Tn 1Tn 1Tn 4TnB 1rn aszr anaar man ar�ar Brim &uv 74r PRECAST 1498 on 3114 4217 5821 a426 Iasi 3!4r PRECAST 889 1024 74r PRECAST 1500 3624 4304 52811 0132 70M 24aa 6113 eeea 770a 9081 10000 lava 30e4 4394 sees 6132 lam 4'4' PRECAST 108E 700 2W5 3125 3045 47a8 GM 4'-0• PRECAST 514 763 4W PRECAST lees 30M 3815 4670 seas mm 19a1 11113 7102 am 7a27 8761 130 3oao 3615 4670 5325 we 4'4' PRECAST 819 N8 1T70 2400 SODS 3M 4300 4'$ PRECAST 398 591 4'$' PRECAST 1207 202 We 4043 4711 Gm ISO 5743 7947 OF82 041 75a5 1207 2707 3375 4043 4711 5379 Ste" PRECAST 931 i247 1999 2000 3123 eeee 4248 PRECAST 411 411 S 4• PRECAST 101E I= 2374 2044 3513 4004 1310 4400 710 7342 S780 am9-4' 1010 2270 26M 3309 3881 4064 5'-10' PRECAST 817 /024 1631 209a 260 3000 3470 PRECAST 340 339 5-10' PRECAST we "m 1971 2443 2015 3387 7161 3a98 Gan am we ISM6'-10• = 2M 251113 3107 30= 4133 8' 8' PRECAST Me 3W 3031 3707 4388 8C01 PRECAST 410 721 8' 8 PRECAST 05 1201 1578 1955 2332 27M 1130 3227 4119E 7054 10WO 082e an 1888 2320 2790 3251 3712 T$' PRECAST 570 988 2498 2405 2898 3101 988E T-8' PRECAST 303 534 r$' PRECAST Tie ow1181 1402 1743 2= 93e 2408 340a 4864 7067 6472 727 104 2025 2426 2W 3228 9F-47 PRECAST 428 033 1503 2204 2481 2818 2821 ��" PRECAST 192 384 9-4' PRECAST 454 68a 767 948 Me 1310 no 1674 =6 3061 4099 4899 en 1318 1843 1989 2164 2519 to'� PRECAST 388 487 1247 1787 1904 2183 2DR 10'-8' PRECAST 151 301 10'-0' PRECAST 350 486 612 755 m1042 m14M low vsI SM a7a4 em 1180 1472 1703 1710 1989 11'�' PRECAST 330 544 1312 1742 2252 2Asa eaeo 11'-4• PRECAST 132 417 11'-4' PRECAST 430 408 Sao ON m an 544 1912 1742 2262 2Aaa a6a1 488 1042 tan 1843 7470 1710 PRECAST 308 507 1210 1111111 2m9 260111 3191 17 0' PRECAST 111 370 17-0' PRECAST 383 888 476 507 m m17.0• 507 1210 1696 2ma 260111 8171 410 9/0 1300 16a0 1814 1478 13W PRECAST 270 1m6 180E 1732 2157 2535 17-V PRECAST 82 298 13'-' PRECAST 309 eos ass 484 We 05 414 1045 13115 1782 2316 2a05 389 7e0 Iw 1312 1071 1203 14'4r PRECAST 254 sm 97a 12n 1a0a 1W8 2279 W-T PRECAST 71 293 Wr PRECAST 279 us 380 443 on 609 300 We 1272 Im 4960 no 378 717 901 1192 976 1133 14'4' PRESTRESSED N.R. Ni NR NR NR NR NR 14%W PRESTRESSED N.R.283 14'4r PRESTRESSED no 422 80B ass 70 am Me 1079 1420 1824 2277 2712 246 ea3 980 1287 W74 171E to-' PRESTRESSED N.R. NR NR NR "R NR NR 154• PRESTRESSED N.R.252 15'�' PRESTRESSED n4 w 464 574 am m412 1m4 1340 1703 2118 2513 no 016 90a 1134 13M 1572 1T�' PRESTRESSED N.R NR NR NR NR tit NR 1T�' PRESTRESSED N.R. 183 1T-4' PRESTRESSED102 187 ate m451 5V Sao 300 m1121 1413 17M 2oq aoo 720 Sm 1136 1312 19�' PRESTRESSED N.R.n5 NR NR NR NR Nt N2 194' PRESTRESSED N.R. 148 18 4' 162 m348 430 513 898 m mInn 1467 171E 111E 420 On we 980 I= 21'�' PRE311iES8ED N.R.21'�' NR NR NR NR NR NR PRESTRESSED N.R.125 21'�' PRESTRESSED 142 219 309 301 454 627 1e0 B9e e3a lose 11ea 14ee 142 $73 687 ego 81e 948 27-V PRESTRESSED N.R. NR NR NR Nt NR Nt 27-V PRESTRESSED N.R.118 224r PRESTRESSED IV 22e 210 9a9 429 497 105 eao 754 992 1z03 13B7 IV 368 513 m m900 24'-0' PRESTRESSED N.R NRNt m mNR Nt 24'-0' PRFSTRE88ED N.R. 91 24'-0' PRESTRESSED 124 124 174 246 302 300 41a in 400 ON 024 1014 1147 319 455 8B1 e87 798 - ALL VALUES TAKEN AS THE LESSER FROM"SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOWS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCREiE 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 JUN 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407.774-4078 www.abdesigngroup.com L AA #: 0003325 a Q BUBDIV. de LOT: ABBOTT PARK LOT #1 BLK. #13 PROJECT 04181.00t0-01131 MODEL• 3EEB "2260—ELSTON" awRwaE 9�►II4a: RIGHT PAGE: SAFE LOAD TABLES 160 H E FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x i 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 HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .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 U-9% FINISH FLOOR. UNLESS NOTED OTHERWISE. TRIM MAWFAIMFM / 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. CJ, II q IL 1 I IEJ7II I I �I q tl CA N q q q g q q q q q tl CJ3 0 i- CJ5 = 11 11 11 tl a N N tl tl =� CJ5 1A A5G 1A mmaam�,m�m yQ m � � U O s N O c a>�ms�amam II a� II I m O=� O 1A m:as s�a�m m m 1A O O p1 O o Z = N O O � mmA2m 3 0 A3m 22X36ATTIC 1B ,ACCESS G 18 k t7 Z o CJ5 Nz: - O_ FL C3 O Roo nl V Q CA III q 1A yI®m:m � aml m m(m®::m mm�ma m = 21A �S 64G 1A CJ5 ®= N q q q q = CJ5 b CJ3 tl tl N tl CJ3 CJ1 N q I • EJ5 M q N CA ROOF FRAMING PLAN SCALE: 1 /4" = V-0" 1441 N. RONALD REAGAN BLVD.; LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA A: 0003325 J '° as iiiiffff Jill, r� tmDrv. Ae W7, ABBOTT PARK LOT #1 BLK. #13 PROJECT 04181.00 —01131 MODET4 3EEB "2260— ELSTON" GARAGE tlWNG: RIGHT PAGE: ROOF FRAMING PLAN 1 PH M. GASLE-END PY q xF IP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7.16 ZONE 1 = 61.20 PSF (71.20) ZONE 3 = 70.70 PSF (80.70) ZONE 2e = 70.70 PSF (80.70) ZONE 3e =82.90 PSF (92.90) ZONE 2n = 82.90 PSF (92.90) ZONE 3r = 90.80 PSF (100.80) ZONE 2r = MOD PSF (92.90) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF mAAPHNRAQM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32, STRUCTURAL SHEATHING EXP 1 (40/20)LSEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR, SHANK ASTM 1Gd RING SHANK, 2 11Z' 0.131 F1667 SCREW SHA K 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK, 2 3/6' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 Bid RING SHANK, PNEUMATIC 23/6' 0.113 F1667 SCREW -NAILS RSRS-Oi EXTERIOR SHEATHING USE 112" CDX OR 7/16" O.S.B. PLY WITH Ed RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sol RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL.. ROOF SHEATHING ATTAICHEAI WSPAONO ZONE 1: tOd NAILS @ 4" O.C. ON EDGE AND 6"C. D.C. IN FIELD ZONE 2e, 2n, 2r: tIld NAILS @ 4" O.C. ON EDGE AND 4" O.IN FIELD ZONE 3,3e, 3r: 1Od NAILS @ 4" O.C. ON EDGE AND 4" O.G. IN FIELD NOTE• ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 6tl RING SHANK GUN EDGES TF TOP 8 BOTTOMTOM EDGES Q z U , o s @J ¢ z w Q LL , = Z uG N U z d il� b . TIP. EXT.SHEATHING ATTACHME H yo B 'Ua o RAFTER OR TRUSS ROOF SHEATHING U BUILDING LENGTH T ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Tk GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16'0 .C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/(2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 1Od RING SHANK GUN NAILS SEE 'ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING 98 2" DECK SCREWS @ 6'-6' O.C. MAX @ EQGES & 12.' O.C. MQX IN FIELD. UNTFIREAOED SHANKTO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402/602-18 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 ANDAISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/333M. MAXIMUM AGGREGATE SIZE SHALL BE 314". PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: NO"EARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACNG, LEDGERS, BLOCKING, PROVIDE EMIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ONE -GROUND WHERE INDICATED ON CRIPPLERS, SILLS,ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb= 1100 PSI ANDA MODULUS OF DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BERATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM"'WORKi CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED 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 %" 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 EXCLUSMS FROM THESE PLANE: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK, ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED 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 WIRE MESH, SHALL BE ASTM ,GRADE 65 AND BE PLACED IN ACCORDANCE WITH THEHALLWOW �u��, THE CONTRACTOR SHALL THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ALL BE ONE ACI TYPICAL DETAILS. MINIMUM LAP SHALL O- 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 "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SLAB -ON -GRADE T STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BAR$, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. 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 "BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD 20 psf TOP CHORD Hl oncunent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" BAR - 36" WOOD TRUSSES. TRUSSES. 10 p3f BTM CHORD -non —current #5 BAR - 30" #7 BAR - 42". TRUSS MANUFACTURER 1MLL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONLAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990, 18 psf TOP CHORD 20 psf TOP CHORD (7 psf ASPHALT SHINGLES) (1 psf w/ No GVPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf B TM CHORD 5 p5 p sf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf 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 BALCO14Y LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE (BBC R2020) EXPOSURE C, RISK CATEGORY IN 020) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIIB LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: WITH BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: : 40p GUARDS AND HANDRAILS: GUARD NTS: COMPONENTS: BOOM PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL OFILL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psF, SLEEPING ROOMS: 30psf, STAIRS: AGE N SLEEPING PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40Psf MASONRY, PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE,. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fPn - 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 DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLAGNG CONCRETE FOR WWALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH W WITHOUT THE EXPRESS RITTEN 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 W TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIONI SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR '&' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT_ MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION, FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR 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 MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH 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 Ksi FOR ANGLES PLATES AND W-SHAPES, STRUCTURAL TUBING SHALL BE ASTM GRADE P F = E 3M DEB TYPE GRADEB F =46NS STRUCTURAL PIPE SHALL BE , Y 2,500 PSI REGULAR WEIGHT FOR FOOTINGS AND SLAB-0N-GRADE 3500/ASOOM 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 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 MIX DESIGNS, WITH HISTORICAL STRENGTH DATAFOR EACH SEPARATEMX PRIORTO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED S'./- PRIORTOTHE ADDITION OF PLASTICIZER, SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CM94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL,J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED 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 OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/7FOR #5 AND SMALLER T FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31C FOR SLABS, WALLS AND JOISTS 1.1f2• FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION aim SPAgNp REMARKS APPLICATION SIZE TYPE SPAGNG REMARKS 1#PT FURRING TO OASEHARDENEDCOIL B, GARADE DOOR DID( M"qA. TAPOON MASONRY 11n"EMBED, I.E. qST., MASONRY I CONC. NAIL III- TOMASONRYIWNC. WASHER FASTENER S.— 112"EDGE DST. SGD,AL.SE DOORS EDCDL GASELI 9"GIG WINOOWIDOORIFASTENED GARAGE DOOR BUCK 3IB"DA OR 1_ EXPANSION BOLT 0A IV ( ) d"EMBED., 1"EM1gST., 1. tx Pi, SEE NOTES NAIL111Y'LONG. IIT STAGGERED OMASONRY/GONG. TO MASONRY/GONG 2p•ER OIC(",'gA) 3- EDGE DST CASEHARDENEDCOL B"DID DCORIRASTENED wINDOYHINTOMASONS—Nc METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING 1: sEE-1 NaLI11 LGNG. STAGGERED MASGNRYICGNG. REQUIREMENTS EXT.SWING DOOR (,)3/1e"DA. "TAPCON' iB WC 1IY'EMSED a"END NONEEARING MOOD 1/Y'° EXPANSION d"EMBED 4- END ,4 D� BUCK S PT, SEE NOTE S NO WASHER F TNER DST.,IIS, 'EWEDST. _LTG CONC. SLAB WIWASHER BOLT DIST., T EDGE DST. ,x RTWN.01 Bl1Gf 0.135°PPFx,tle' S"0.G d"END DISi.,t 1/2" PT TO STEEL COL. SEE NOTES WIWASHER STAGGERED EDGE DST. I SSTAAPPLES 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. RAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EDUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND Zx MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com L AA 1110003325 Er�x °p dddSSS y,�rr�j7( G Iff C aC d qg R a DA 6/14/21 SHEET s NZ • - l © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA J-CHA ' MAX. DETAIL A FASCIA 7O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) BATTEN STRIP ANCHOR 12 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOI FASCIA WOOD BY OTHER BOARD BY OTHERS 2-1/4" OSTAPLES INSTALLED EMB. THRU SOFFIT AND 1X2 WOOD BATTEN J-CHANNEL AT NAIL O HEM AND IN VALLEYS 1 STAPLES INSTALLED @ OFFITO 12" O.C. MAX (INTO OWOOD) IN J-CHANNEL J-CHANNEL DETAIL B O SLOT }" MAX. J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR (-2X2 WOOD BATTEN 10 10d NAIL AT EACH INSTALLED Q TRUSS/JOIST/ RAFTER ,rSTAPLES THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR TAPPING SCREW, O7 STAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS J' MAX -ol l -- DETAIL D O STAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT ---I O3 J-CHANNEL—/ }" h DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'L'--w h--SPAN 'L4—+1� SEE DETAIL'A'— SEE DETAIL'E'_ EAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD SEE DETAIL UD SEE DETAIL'E'_ — EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL AND FASCIA END O 11 1X2 WOOD BATTEN WOOD BATTEN @ O SOFFIT NSTALLATION SCREW, Q J-CHANNEL BATTEN ATTCHMENT FASTENER SPACED 24" MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO 7D7 WOOD) IN J-CHANNEL J-CHANNEL _ O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR /RAFTER BY OTHER 2-1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. "�:=?:+i3iiii'•••.. ?jFi _• 3.519 EAVE WIDTH •" :?j s •i' ••. f'= =i=f.=.. 375 375 (ROOF 4�316525-3.625 3.66 OVERHANG) 5 \ .08 .03 JUN 12 N-CONCRETE; _ eA CMU OR WOOD (NOTEA) DETAIL A 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.abdesigngroup.com L AA#: 0003325 J r SLTHDIV. de LOT= ABBOTT PARK LOT #1 BLK. #13 PROJECT 04181.00 -01131 1[ODEL: 3EEB "2260- ELSTON" GARAGE 81MG: RIGHT PAGE: SOFFIT DETAILS 160 MPH FAC �P 2 f31 TY*N �l�ZZ�7f ZL