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Home My WebLink About7696 Sail Clover Ln99 �9 C�O2447 3EFB-ROBIE '01�� P \..�1' F HOMES 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tal: (613) 740-9720 Pax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 f TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -VWRML BUII= CODE, BIsm)Quj„ "ng EOPfION ('dpBp) M.* •��.w -AM lIOM MD STM OOD01 -OCCUPANCY - R1300nIAI4 GROUP R3 -CONSTRUCTION TYPE - VB -M. IRTERIOR FIRM - CUSS B -BASIC TW SPEED - VDIt=160 MPH V88d=124 MPII EXPOSpU�RE p - C -1- n1 �48 - -2-�Rr REMENCE - MAX. IIEIGHT AS PER I" AND SPATE CODES ABV. A/C ADI. ALT, AMP. BD. CL CAB CIA. CLR. CONC. CPT. C.T. D. DBL. D.G. DIA. DIM, DISP. DP. DR. D.S. DTL. D.W. ABOVE ADJUSTAITIONNG ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARAFE CERAMIC nl.e DRYER DOUBLE D DUALIDIAMETER DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER LAV. M.C. MC MFR MIN. M.T. MID, MTL. N.T.S. O.C. PL P.B. PH. PL PIL P.T P.T. R. RAD. RAG. REF. RM. R.O. S.C. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PRESSURE TREATED PRE RISER RADIUS RETURNAIRGRILL REFRIGERATOR ROOM ROUGH OPENING SOLIDCOREEXTDR DATE DESCRIPTION mmn 2-STORY BLOCKCONYERSION ARCHITECTURAL SHEET DESCRIPTION OMAS BID BET IWAM PG CS -COVER PAGE PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AEA -DETAILS PG A2-SECOND FLOOR PLAN PG ASH -FRONT &REAR ELEVATION "H" PG ASH -LEFT &RIGHT ELEVATION H PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Ml-FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG D1-DETAILS 00/18 20M FCC UPDATE c2IDn6 STONE ELEYATICNS ADDED m2n m CID BET F(E-ISSUED �w,� FOOTINGS REVISION PER M 0=6 0BM/IB MCORPOR giE [-JOIST DETAILS 1 FRAMING PLANS E ER M DOIIEs Ol/Q/16 CONSTRIJLiION pOCUMENTB RE-I86UED OIiOM COLLARp DETAIL RENBEp 01!!6/19 DETAIL- 'ADDING CAR TO 9" CEAM' ADDED TO 6I2A STATE OF FLORIDA PROFESSIONAL ARCHITECT: SQ.FT. CALC. S �� TRUSS ID ADDED TO PRAMNG SFaM m2ASnB � PLAN MAINTANCE ISTrileLIVING Ip48 SQPT. gµloVg REVISED LNTE.L SIZE • ENTRY ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, RE 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 2ND PLR LK44 Iy99 $a FT TOTAL. LNING 2,441 $a PT. GARAGE 403 SQ. FT. ENTRY.O 32 SQFT. 8XWPATIO 2 Q EA. EACH ELEV. ELEVATION EQ.PG EXH. EQUAL EXT. EXTERIOR F./FX, FIXED GLASS P.O. FUEL GASS FIN. FINISH FLR. FLOOR FR oR FLUORESCENT FTG, FOOTING GA, GAUGE OAR. wSP. GARBAGE DISPOSAL O.F.I.EOUNP�FAER T CIRCUIT GL. GLASS GYP. BD, GYPSUM BOARD H.B. HOSE BIB H.C. HOLLOW CORE HDR. HEADER HOT. OR HT HEIGHT INSUL. INSULATION S.D. S.H. SHTHG. SHWR. S SL . SL.GL. STD. sws TEMP THK. T.O.C. T P. T O.S. TYP. U.N.O. V.P. W. W/ WD, SMOKE DETECTOR SINGLE HMO SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SECTION WALL TEMPERED GIASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL. UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD PG D2-DETAILS D3-DETAILS PG D4-PRODUCT APPROVAL PG WAS -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS O4M/IB UPDATED LEDGER DOLT BITE i SPACIN3 06fAft ADDED LED LkFRB • iGI fCVEN DAT►#eO" PER MARK DOPES Damns REAMI -JOIST VVM LOM DOLT SPACINS IMVM REPLACE UW CONNEC M AM St"ON CCNEaOIt oacm REYIBED STAWAN AND STAIR BECIION DETAIL Oi/07n0 ADDED OPT UPSTANm LMi3 amrm PANIR7 DOOR REVDED TD 26 OFT. e'-a CLCs NGt �eD(�� STRUCTURAL SHEET DESCRIPTION jm/IJAI ADDED OMIT DETAILS PG Si -FOUNDATION PLAN PG SLIA-DETAILS PG SLAB -DETAILS PG 51.2-FIRST FLOOR DOWEL PLAN DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSOYES ALL LIABILITY FOR INT, NTEAIOR W/H WINDOHWATEREATER PG S1.2A-DETAILS INTERPRETATION OF THE CONTRACT DOCUICEM. W.1. WROUGHT IRON PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES PG S21A-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON IBIS DRAWING SET, THE CORRECT PROCEDURE 14 FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S2.2A-SAFE LOAD TABLES PG S3-FIRST FLOOR FRAMING PLAN PG S3.lA-DETAILS PG S3.1B-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.IA-DETAILS PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG S5.1A-SAFE LOAD TABLES RFI's IN WRITTEN/DRAWN FORMS 1N A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR LNTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE PG SB-ROOF FRAMING PLAN PG SNI-DETAILS PG SDI -SOFFIT DETAILS H EEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRG C77ON BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD, LONG WOOD, FL 32750 PH: 407-7748078 FAK 407-7744078 www.abdesigngfoup.com L AA #: 0003325 tic C .1LJ oxmDLV. ac LOT: ABBOTT PARK LOT #3 BLK #13 PSiOJ'ECT 04181.00t-03131 MODELS 3EFB "2447-ROBIE" GArtAGE ilTr LNG: LEFT PAGE: COVER SHEET 160 MPH 1W. C IMPAL NIM 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 ANDIOR 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. GARAM 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 W SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. mewaR 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 T- 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' TRAM 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. 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 ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SC. 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. I. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903, 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EUUMIIIALLCO1110110M 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 lXiCOOR 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-Cl787. 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. M IINWAMTCOIIeI1pIC710q 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. fff M Ce 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH i 1/4' TYPE'W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CON1111IRIIC110M O�lYA1ION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE 11 TA PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS/CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 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, FL32780 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com L AA 8: 0003325 a e b O r-oulmm & LOT: ABBOTT PARK LOT #3 BLK #13 PROJ=T 04181.006-03131 moan 3EFB "2447-ROBIE" GARAGE 8W1N0: LEFT PAOE: GENERAL NOTES 160 MPH EXP. C 29�_B, FIRST FLOOR PLAN SCALE. V4 - I'-0' MASONRY/FRAME WALL LEGEND 8,® UN.O ON PLAN8 8'-0' CRG. 8' BLOCK WALL UND ON PLANE PI'-4' 0M LOAD BR.'a. WALL UND. ON PLANE 44' INTIERDIR NON LOAD BIBS. WALL UND. ON PLANE ALL INTERIOR DOORS TO BE 6'-8' NT rulc�a� ee�x' ua�une NDTIFE roTAOE aol� 11011'HMDINb 15WK8 MIN. WINDOW 10 S 31/-80 CRITERIA EXTERIOR SWMG 0 8 36/-41 DR MIN. CRITERIA SaD. MIN. 41 5 34/-43 CRITERIA 16010 O.HD. 112 5 28.2/-3LB 12'xP2' SOFFIT 1 5 3T9/-49.9 BASIC HIND SPEED MPH - 180 (Volt) II7'TERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT. -II, EXP.-C. MEAN ROOF HT. m 23'-0* PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SIEC77ON R301.2.1 TO MEET TESTED ALLOWABL19 OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 001M I)NO WOYb SQ.FT. CALL. S 1ST PLR LIVINS I" Sa Fr. 2ND FLR LMNG 19'!9 Sa PT. TOTAL LIVING 2,441 SR Fr. GARAGE 403 $d FT. Bl1RY 32 Sa FT. TOTAL 20M Sa FT. 8 0 PATIO 80 SQ. FT. NOTE: -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 1/2'(12.lmm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(15.11mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 (lTH ED.) 302.E 1441 N. RONALD REAGAN 81. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 l g g 5 8XMDIV. & LOT: ABBOTT PARK LOT #3 BLK #13 PROJECT 04181.00t-03131 H0DEU 3EFB "2447-ROBIE" GARAGE BWMG: LEFT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C C TOP PLATE 0 m BAR DETAIL A SGALE: V2'.I'-m 42' WON NALP UAALL UV CAP (2) LAYERS OF s/4' PLY000D OR (2) LAYERS CP 3/4' &W PLO= MATERIAL rope POR SOLID NAILMS e6CLM TREA06 TO e1R6GER wKsPe s' 800EU16 • EA 67RW0ER UNTHREADED 6W*K TO EMUND WYOND Twkmm CF KM PLOOR 6NEATWM — — / CAP 3/4' KICK / PLATE / F / o / U I' MAX. / NOSING / IV' / MN / N 2 X4 2X2 SRAMM • EA 2 TR61Gl1! 6ELVRE IWRd r'-►' Or- s"CEDe ~ / NPOR6P'P / 6 OM AAD EONE / PL-400 OR 61MILARE • IFA 00020WAL F" kA 2X4 ATTACFED W/ UPd MAeONRY NAILS • 2X4 P.T. ELOPER INTO GLAD WITHIN S' STAIR SECTION BSCALE. V2'•I'-D' 3/4' TAGY &W FLOOR GLUED A 6QQSlD FM PABINN" smap"HE CLEAR SPACE BETWEEN 9'-4 3/4' 2ND FIN. FLR 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL • 36' It/AS PER FBCR R311.182 8'-0' BRG. HGT. W/ 2X4 RE-hFORGING PIS'-ENG'D ROiORING eY6TEM \ (SEE PLO= PRAMMo OHM) `(2) 2.8 WRADER, e0 PRAMM NOTE: HANDRAIL ENDS SHALL BE , PUN RETURNED TO THE WALL OR TERMINATE INTO A NEWEL WAM MOM TO CCPFORM TO P'UIGt POST. ITN EDITION 2020 MK 7REA0.IO' MAX Nom-1 3/4' W*. MAX V~TIGJ IN R%*FtWTREADe ADJACENT TO EACH 8/e' MAX. VARIATION IN ANY 9= C 466 SECTIONI 1 . TO of I 1/4' NOTE: OR IN PROWN UJIND M61 Y WDE EGIUIVALENT OR PRABL] • I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A NAWWW H4D MN m UAMW • W PROM DIAMETER OF I#'* 2' OR A NONCIRCULAR CROSS SECTION WITH A p HARROW END s4' M HANDRAIL Not PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 I/4' AND Nam iG A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES 4T ACCROGUBLE IPA o IMM SHALL HAVE A MINIMUM RADIUS OF 1/8'. 6TAN OLMACE AND ANY OWMTO P'I601ECTED Gt TF! EN0.0eED aDC ulrtN vJ' eYPeu'I . 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF V-0'SOAR FIN. 0'-0' FIN. FLR. R- 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 I(601.8.1 / F.B.G. 2020 HANDRAIL SECTION D)HDR.DTL. V2.I-®' NOTE: FEARER FNI644 TO 15E PER COMMINITY 6TANOARDS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6076 FAX 407-774.4078 www.abdesigngroup.com AA M. 000332E a 9 i c Ox,mSm as LOT: ABBOTT PARK LOT #3 BLK #13 PROJEC 04181.00 -03131 MOa21, 3EFB "2447—ROBIE" CiARAGNI 5WING: LEFT PAGE: FLOOR PLAN DETAILS %160 MPH XV. C 9 c 0 N Q d s s , V 0 m� c v s BTA112 DATA � RI8ER6 �T92' 14 TIWA Y d' w*w, M ' v M SECOND FLOOR PLAN V4 . 1 _m. �•a!I��l/I�FdCy. � o • � o a _:% _�F_::c o :ems • �s _::: o �:•� 4::: _e� o . o :• • o � •' yl OI • r. •I I i Oi Ili I i• �i Io �✓ �o •' GI��n •: ►- III.. i' B r•� r•� :•: ri ri o :•: we'd. o � o :•":• . c �! �! 1441 N. RONALD REAGAN Bl LONGWOOD,FL32760 PH: 407-7748078 FAX: 407-7744078 www.abdeafgngroup.wm L AA M: 0003326 To aysDly ee LOT: ABBOTT PARK LOT #3 BLK #13 PROJffiCT 04181,00 -03 31 xoaffiL: 3EFB "2447—ROBIE" aw:ewoffi aWnrTcs: LEFT PARiffi: SECOND FLOOR PLAN 160 MPH C ./-23'-II' SLCTHG- — - — - — - — - — - 4' RAISED —� BAND (TYP.) RAIS EL ED RAPID V-4 3/4' 2ND 4. FIN, a.-0' 1ST FLR B— COACH LIGHT 6' RAISED BAND (TYP.) p FIN. IT-4' 2ND FLR.r, BRG. H6T. 1'-0 V-4 3/4' 2ND FIN. FLR0 B'-0' IST FLRA, BRG�THG 0'-0' FIN. FLR SHINGLE ROOF IT'-4' 2ND FLR - g��s. HG7. FYPON BKTIIXYI OR EQUIVALENT 12 5 ,i9'-4 3/4' 2ND -- - - FIN. F� LR 8'-0' 19T FLR Bq Rls. T. 1i sclotwo FRONT ELEVATION REAR ELEVATION TEXTURED FINISH AREAOFATTIC = 1451 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 1451/300 = 4.84 VENTILATION AREA X SQ. INCHES PER FT.(144) = 696.48 SO, IN. MIN. REQUIRED VENTILATION .5X 696.48 IN UPPER PORTION OF ATTIC - 348.24 SQ, IN. OFF RIDGE VENTILATION AREA = 115 SQ, IN. PER VENT 348.24 /139 TOTALN OF VENTS REQUIRED = 3.02817 TOTALGOF VENTS PROVIDED = 4 *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO E)(TERIOROF WALL, NO OVERHANGS INCLUDED) RAISED BAND cTYPJ (T IA' THICK 2 COAT C♦ MW PLASTER AIKM.IND DIRECTLY TO MASONRY 4'x4' GALV.'L'-TYPE 4' RAISED BAND K AGHNS GET N (TYP.) MO~ cmmDff D'-0' FIN. FLR PME A AGG aHNOLEG WA DM AYMOM A$ PER MGR 2XG GYP PT LEDGER UM ODD IL ROOF GHEATHNG TNK"M GG M',W THREADED ROD 3 AG PER GHM GNL ORCUM'ED PER OO. 4 UNTMN W OF BACK M$TNNER GOI•EDULE EI'D MAX GET N GGTGO Gpv$GN Lou-i6 NIGM GIRENGTH DcPOx r 6' MN Er'bED. 2NG GYP RATTERS OR PRE-NHS'D TRL" r ELEVJ RooT eLOPe PER --' ELEVATION 2X6 GYP Pr LEDGER W/ MN. VIG' OG6 MCATHNS D'xV iHRILADED ROD dA*W T'O ME $ELTRRED TO 32' 4 G' OF 2X6 ME"IEEItl UV $d NAU.B A AX. EACHI4 END MMGET IN 3' Or— M T7RU'Em I'-4' slrlPsoN 141cW GTRENGTN GRT$ON LUG-26 UV lu LOd% 2,4' EXPoxY 6' MIN m"OED. TO LEDGER AND (2) Wd4 CJ44HMEL TOR 60PRr TO 2xG JMT rA OVERHANG DETAIL 011'-4' 2ND FLR BRCa. HST. E42111 D WOOD TWOM • 24' OL GILEMYI $HOP DRAIIINGG SEALED of PIORGGId1AL ENGINEER " REV�U A!D coRti4mrTe I PLYWOOD GLIATHXJP SEE 6TRUCTLGRAL 2ND •RG. NOT, 9'-4 3/4' 2ND ILSVJ FIN. FLR V D ROOTN4 APG RAMIN6 URIP TRIM VRMM AND ANCIr B'-0' 1ST FLR EDGE PEIR 1' 4 W ARMAMg 41� GrRLcnJR& BR3. HST. REO3IR fflom WRAI FACIA WITH BREAK FETAL. MAGOMW SOW aaAM Gra 3TIRIetUUL W. 2x6 WOOD FASCIA GEE 6TMAMINAL FOR MMB4ERS VIN ED SOFFIT PRR ATTIC CALO'G V2' THIGK, 2 OOAT ORIENT PLASTER APPLED DNIMMY TO MASONRY RAIN D TRIM PER ELEVATIONS 2ND RR WN ,M PER PLAN 0'-O'FIN. FLR. RAKE SOFFIT DETAIL IL44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 !, PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA M 0003325 i 6 [BBOTT VHaIV. & LOT PARK LOT #3 BLK #13 ROJECT418 .0M-03131 ODEL3EFB 2447-ROBIE" ARAGE SWING: LEFT ]PAGE: FRONT & ELE ApTION „H„ 160 MPH E C 0 9 71 BC,h=: 1/4' = 1'-0* aI'IEET A3 H IT-4' 2N0 FLR.,i, S'-4 3/4' 2ND FIN. FLP-'F 8'-0' 15. FLR.l CS. BRNUT. 0'-0' FIN. FLR., LEFT ELEVATION SC43-E:1/4.1'-0' TVTUWD INISM RIGHT ELEVATION SCALE: I/4 . '-0' XTURED fir—Nila IT'-4' 2ND FLR ---HU7i-Ks7 3/4' 2ND FINS FLR ,�8'-0' IST FLR BERG HGT 0'-0' FIN. FLR R 0,11 4' 2ND FLR --------- � B3. H�Cst "%!j 3FLR/4' 2ND ----- -- FIN. 8'-0' IST FLR oO'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407.77"078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 a O 6lLJ 9umrv. de LOTS ABBOTT PARK LOT #3 BLK #13 PROJECT 04181.006-03131 MODEL: 3EFB "2447-ROBIE" GARAGE DWING: LEFT PAGE: RIGHT & LEFT ELEVATION L160 •>HMPH E C DA 08/14/21 SCALE: 1/4" = 1'-O" OREET A4 H ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e MV OUTLET 20 AMP eNOLE POLE e0V OUTLET e0V OUTLET to OF an" ss� TOoumm �am 10V OUTLET EauFED RuOD rHAUER nTrm Rolm " RrMSTANT 77TE) 220V OUTLET (4) MU CrONfCTION IUD OR MO WATERPROOF OUnir MONO MALT NIEISU•1Bt GWTC14 SWITCH !-WAY C7PER !WITCH 4-WAY CU°L9R UALL MOWIN J LIONS CEILNO LOW © LED =4 LOW LIED VAPOR ©VP PROOF Law OVp VAPOR PROM LOW OIGKMNW CAN ~.PAN ranpmea FL rutlarR aIn PER@a FT. V FONIuIE tp (eFBC'e eTT ® 24KLD WRAP Me01lO APOUNID ( hNTJ { 7' FLUORNSCBNT R.UOIMGUNT IIG 4' TRACK LMM PA14L db r4me (D 8D. 41Ho1411 DEroclOR MAW enact OLNMD R ®tillummackm 6/CO eras oerEerae OaM SMeF ME CP NOT LOW %W 4' PErDNR LONE OUTLET ► Tio w wO/B AUX UMM WATER vocclINICT AIR commmmWR DRCONiar ON ' lN&A*WN JACK TO EE sup ICIER N JO J•BON ACCORDANCE W EON r WOaD AS WON I= dKILMOON M WE Me'PORIED INQeJ a MWLIOM ACCORDANCE V EON Al YLCN POR womwnaw "' NCAWd4,r LOW erTEP nne 26, MAOEfOB(T Cne® 4e' NI'/NCtlERNr LOW erRIP ROOD LIMIT KP OPT. 811CURITY XOMAD • NA PUYN•EIRTON FOR move ueB PORT •. LOCATION OF TV JACM N PVIOl4 CUTLETS P PANS TO 1* VERIFIED • NOMMOW4R PW-O"TRl=QN MMroft . ALL 0 4 20 AMP BRANCH CIFAUrM TO EE ANC FAULT PROTECTED PER 0.11IC7RCAL PROVOWN6 OF MM • 20 Ar TD CIRa11T. • OR . IeLAN0 AHD (NOT NOT CUCUR) NN OT TO • DBCOT TO A UT PANEL • PAN E MIN. CAN CC'1 DaWMT PAN 1b NAVE BATHROOM1 Clool"W Q so a" CAL aSEEC'T�iON HNIM • L.A10RT 111001•I RECCTAG.E MALL M MOIm FAULT CSCUR-MlIEWe•IER PROMOTION FOR • e MMMIM � NOW MTALLIC CABLE PER ELEC'I!'ICDVBr01N LF FBPa 7TN ®(2E002 TO00A • ALL YA 71EC COI'F'LY Y1N ELtC71tlCA. PIe0111SI01M 1T4 FWOe 7TN m r2Al2ey_ Aalonsy PRE -WIRED B=42 I \\ Sloo PAM FPI@E-WIRED . CW FAN V. J �I 12 I r II II I I I r I I j I ( ( b�_3• �i1 I L I 9 B emu �` I * •' I CABINET 1 PAN. — I PS. -- _ -------�\ �, -- 1 GFt • O 44' AFF. pi OOR ( V. //— I I GARAGE _ TO 2ND FL. i L M i BOLLARD AS RiEa PER BLDGI. CODE iGEI'LE6S�'� Ni ' . — — i — — — — — FIXTURE ��, LED LIGHTING MEN ® SINGLE LAV. VERIFY ll w +tB Fl%YBR BATH 42 LOG, GgRAGE LDOOR PREWIRE IRRIGATION GPI OUTLET • 4V AFF. MRY X-C- N LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4 • I'-0' ALL ERA)" ONPGMTS RELigRED N NEC. 2W-M AIIIE TO USE PROIECTED DY AN AM-PALT NTEIPRIPTElit LISTED TO PRDVDE PROTECTION OF EN. BRANGI CIROX PROVIDE 34/0 CU, TWUJN • 1% CU N 2' CONDUIT OR 3 •4/0 AL, TWIN • 1% CU N 2' CONDUIT OR 2/0 AL. &ER (CONDUIT TO IEW HATE ABOVE SOFFIT • OVERNANGJ 150 AMP ELECTRICAL RISER NOT TO SCALE. CAMlJNATION SERVICE "Al'" DISCONNECT SUIITCH AND 120/140 VC GC•NERAL NOTE& M ELECTRIC METER N I PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMIA 31t ENCLOSIM�E COMPLY WITH ELECTRICAL PROVISIONS OP THE FDGR TTLN PANEL EDITION l2020). LOCAL CODES, AND ALL LOCAL POILER COMPANY RECiUIREMENTS. 160A/JP B. ALL CONDUCTORS SHALL BE TYPE THHN/THLLN UNLESS NOW OTHERUIISE POLLER COMPANY TRANBFORIER PROVIDE 50 AMP, 00/240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE PROVIDE S PI COPPER (CU) N 1-VY' DIA SCHEDULE S0 PVC CONDUIT OR PROVIDE 3 4/0 ALUMINUM (AL) N 2" DIA 6040t" SO PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC C01'PANY. COORDINATE OATH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE SERVICE CABLE 111SVWHCN ENT ii ENTRANCE INTERSYSTEM BONDING TERMNAL AT LOW VOLTAGE CONNECTIONS I 04 CU SERVICE GROUND CONIECTED TO C0NCPM ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE P4CR'T 14 EDITidJ (2e2e) S/6" DIA X 8 PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-774-8078 FAX: 407-7744078 www.abdesigngroup.com AAlh.0003326 b IRE XMDM & W ABBOTT PARK LOT #3 BLK #13 PROJl.CT 04181.00 -03131 MoDE2:e 3EFB "2447—ROBIE" GARAGE OWING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH ER. C [,DATM OB/14/21 CALE: 1/4' = 1'-0' IiEET E1 ELECTRICAL LEGEND 9YMCL DEPNITION Nom —� obv cun.v 20 MT NNNi mm nov OUTLET nov, omw n OF anLET aEam TO dwrmw an Inov oun ETVM 22M OunxT at (4) p00H410"m yy��.. OFI OUnmff T � Motta•Ifltapomm T swncw OUMM 3-a147 OPER. �4 aUATCN 4-WAY OFMM 1.i1 �/ LWALL �I'IOINiM COLN6 L4W © LED CLG LOW ©Np LM VAPOR FROM LOW O ,, p VAPOR MUMP LOW OQ RaCeWD CAN Gvow.rAN IOM Pot MR. .w MnAN —wja � cR+ FaR as Pr. ,. (aFaww Tfo sY 24RLD UMAP ® L ARallo r ) • 2-f/" YIR.P AROUND 2' FLUOIraCe4r 4' R.UORINCINT 4' TRACK Lela L7 rANf1 sa..wm vwmc m a eico ONOXM CARBON "ICTOR Cal� awK, OP NOT LINO INN 4' LOW iP*b TN M4PM JACK WATM MAIM CMMM= AM a" ON!Aal Or DMIDONNIct TMJVMON JAM O TO M a ppamm N ACCOMANCf 0Y nM2N J4 m MAR® Aa NCH FOR SOPMEMION Mae PORT® CELN61'Aw4.101R MauFMION NONN MAIMC1 rwtac AG NM;w Pow �mn 24• MA Omew LMN4T ~ won R CA I LN OW 4a R LN.4 MEC FLOOD LMY(r OR. afceaTY PMYPAD • "AL r UBM40 rMON POW aar'Et UM VOW • LOCATION OF Tv JAM 4 PHONE E OUTL AM 4 PA 6 TO BE VM04W . NOFIOUNER PRE-CONWRl=ION MORNO. ' ALL 0 4 20 AMP MRAt,04 CNCUna TO Off AMC PAULT FRDno,eD Pot OJCn%CA. PROVNIOM OP MM TN e91TM k 12=0) A NC 2WQ 20M MM10L • ® 20 AMP CMIGATLAUNDRY Cphaw. • Ora . OLAID (NOT ON KMC~a4 CMWT) • DINaU,OHM OMOOw= TO Of LOOKOUT N PANaL • OATMMOCM MXMAIAT PAN TO )LAVE MN. CAPAC" O• " OM Na vgrm RTr Pot MMOT tlCAL PROvoloNe OF MEOU Peat IM "OrnM f2.001 aEOTION • LAUNDRY ROOM Iteca'rACLf aHALL oc altpao PALT CNWIT-Naolaa•mt PROTECTION POR • WRMO MI ..Mam ail EE NON MALLIC CAELO Pot RMCMCAL PRT/INONG OF 810MBLIM.UOU • ALL WOW TO GOF*LT UM a MIMA POMM N6 OF M SECOND FLOOR ELECTRICAL PLAN Wzrl 1/4 • P-IL• /-------n----\ I I L I I I a I I ;A I I I 1 L i m LED LIGHTING @ DBL. LAV. 6A u LED LIGHTING C� DBL. LAV. OATH 9 1441 N. RONALD REAGAN BL LONG WOOD, FL 32750 PH:407-7748078 FAX: 407-7744078 www.abdosigngroup.com \ AA #: 0003325 C etmDxv. as xiotil ABBOTT PARK LOT #3 BLK #13 P1iOJEC 04181,00 -03131 MODElc 3EFB "2447-ROBIE" GARAGE 8wa7G: LEFT PAGE SECOND FLOOR ELECTRICAL PLAN V.160 MPH E C FIRST FLOOR PLUMBING PLAN .ALrz: 1/4 - 1'-0' LAV. LAV e � FE7� i 9 T-10' LAV. 96'x6®' PAN it LAV. 3L SECOND FLOOR PLUMBING PLAN WALE: 1/4 . 1-0 TUB VTR J PLUMBING RISER DIAGRAM 144i N. RONALD REAGAN 81 LONG WOOD, FL 32750 PH: 407.7746078 FAX: 407-774-4078 www.abdesigngroup.com L AA it. 0003325 U.1 I I I L9 axnmiV- & LOT: ABBOTT PARK LOT #3 BLK #13 Pimon=T 04181.000-03131 MoDms 3EFB "2447—ROBIE" GARAGE OWWO: LEFT PAQR: PLUMBING PLANS 160 MPH A. C HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFa REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS AH&L BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAD 4 MASTIC. AND INSTALLED AS PER MC 'IT14 EDITION (2020) MECHANICAL DUD& CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL SI CLASS I AIR DUCT AS PER N PPA ICA 2-3.1 4. FRESN AIR INTAKES SHALL L NOT DE LOCATED CLOSER THAN 10 PT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET D. ALL EXHAUST AND OUTSIDE AIR INLET DUCT6,13FJ" BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER MC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL 19E CONSTRUCTED IN ACCORDANCE TO F5C NTH EDITION (2020) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHNG FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE LNDER-CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. % ALL FIRE RATED CEILINGS AND WALLS SHALL WAVE AN APPROVED FIRE OR PIRE/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 PDC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFPUbERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH POP BOOSTER FAN OR EQUAL. PANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN QCEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PASS-THRU AIR GRILL O O EXTERIOR WALL PLENUM T d AIR RETURN SUCTION AND LIQUID AIR SUPPLY 1 REFRIWRANT LINES XX 1 AIR HANDLER EXTERIOR WALL 1 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO CONC. W/ (2�3/16W' TAPCONS CONDENSER UNIT SIMPSON WE, ROLL STRAP EVAP. TRAY---y PVC SLEEVE TO LINES BELOW SLAB OR E� T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE 4 CONCRETE BLAB SECURE STRAP TO UNIT W/ (2) fSXI 1/4, SHT. MTL. SCREWS IN AN APROVED DRAIN, AS PER POCK 1N EDITION (20T0) MECHANICAL MD& CODE CONDENSER UNIT HVAC SECTION 301.2.4 DRAINS CONNECTION TO PAD NOTES MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FK FLOOR COUNTERSUNK BRONZE FL PL OR WALL CO. PLUG --—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE INSIDE SERIES N BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYP. FIN. GRADE OR PAVING SEE SPEC. 1'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYPE FIRST FLOOR MECHANICAL PLAN 1/ - -0 1441 N. RONALD REAGAN BLVD.'I LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-7744078 www.abdesigngroup.com AA M: 0003325 114 evaD:v. Z LOTs ABBOTT PARK LOT #3 BLK #13 [pitoincT 04181.606-03131 MOIRE ,: 3EFB "2447—ROBIE" aATSAGE SIWMG: LEFT PAGES FIRST FLOOR MECHANICAL PLAN 160 MPH EA C PtINT fDA06/14/21 8aALa: 1/4' = 1'-01 a31MET M1 evaD:v. Z LOTs ABBOTT PARK LOT #3 BLK #13 [pitoincT 04181.606-03131 MOIRE ,: 3EFB "2447—ROBIE" aATSAGE SIWMG: LEFT PAGES FIRST FLOOR MECHANICAL PLAN 160 MPH EA C PtINT fDA06/14/21 8aALa: 1/4' = 1'-01 a31MET M1 HVAC NOTES I. ALL MECHANICAL EGIUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING ALL SEAMS SHALL BE SEALED WITH GLASS FAD 4 MASTIC. AND INSTALLED AS PER FBC 1T11 EDITION (2020) MECHANICAL OLD& CODE SECTION 603. S. ALL FLEX DUCTS SHALL BE APPROVED UL 101 CLASS I AIR DUCT AS PER NiPA 90A 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FHC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFOR'IS SHALL. BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH MC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETUNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILW4 AND WALLS SMALL 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 PBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. W. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECN DEF BOOSTER FAN OR EGIUAL PANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LM- RETURN TRUNK 1 BALANCING DAMPER OR OW O CEILING EXHAUST FAN RCEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT L9 PASS-THRU AIR GRILL SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 - I'-0' FREE DRAW AIR HANDLER CLOSET W/LOUVERED DOOR SUPPLIED BY BUILDER 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.8078 FAX:407-7744078 www.abdesigngroup.com AA M. 0003325 itsI Its sQ 9 C fill -i'llill 3 ON S)LJEiDIV. es LOT ABBOTT PARK LOT #3 BLK #13 PROJm0 04181.00-03131 MODEIa 3EFB "2447—ROBIE" GA %AGZ 8Ti WG: 1LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 160 NPH E C Ia 06/14/21 CALE: 1/4' = 1'-0' limm M2 2X4 TOP PLATE PRE-FAB TRUSS V2' CLG. BOARD V2' ownaALL 1 • r SECURE ST. — K ATE TO SLAB IW Wd MASONRY NAIL • 32' OL. MAX W-0' FIN. PLR 2x4 WOOD STUDS 02W Oc a , w. m ITIONS SUPPORTING HUNG PLUMBING RES AND WALL 4ETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE I6' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 1 TYP. INT. WALL NON-BRG. D1 SCALE, S/4'.I'-0' FIBER3LA88 SHINGLES UUTH UNDERLAYMENT AS PER FBCR Wb.U. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1'-0' TYR O.H. 'sw GYPSUM at OR 1/2' NIGH STRENGTH CLG. BOARD 3SWOR5 VY DIEYULALL S/O' TOP CHANNEL l28 GN V2' DRTUTALJ. S S/S' OR S S/S' METAL STUDS O 2W .C. 20 GA METAL TO BE INSTALLED IN ULALLS RECEJF WNS UPPER/ LOUER S S/S' OR S CABINETS AND TUISAHOUER 28 .w BOTTOM GA METAL TO BE INSTALLED 04A4NEL (28 IN ALL OTHER WALLS. STUDS GAJ SECURED TO BE SPACED 16' OL, AT 2ND TO CONC PL42M UTALLS ADJAC&IT TO FLOOR UI/ 3/4' STAIR WELLS AND BATHROOM PAP ♦ TO WALLS IIU TILE FINISH WOOD FLOOR WOOD BABEBOARD- UY 1/4' WOOD 6CIm —FINISH FLOOR 1-STORY TYP. INT. WALL 1A METAL STUDS NON-BRG. D1 SCALE, S/4'.I'-0' SEE ENEMY CODE FORMS INSULATION FdPeRENC.E S VIRUCTURAL '--R-4.1 NSULATICN WINDOW ATTAC441ENT AS PER MANUFACTURES r: SPECIFICATIONS, ilr � � f—sT�cT�in aEt. Ix2 P.T. FURRING - STRIPS • 24' OG. S' cm 1/2' GYP. U.L. BD: WOOD BASE — 0'-0' Fit-L FLR. d: . p. W/ WINDOW OPENING FIBEI�aLA88 SHINGLES UUTH UNDERLAYMENT AS PER FBCR WS.I L ROOF SHEATHING THICIQJESS AS PER SHEET SNL SECURED PER FASTENER SC 4EDLIL.E STRUCTURAL b0L7_1 MTL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT BOND BEAM - SOLID GROUT W/ (9- 03 (2) COURSE 1/2' THICK, 2 COAT POR LAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIAL SLEEVE, DO NOT CUT DO NOT CUT THE BOND BEAM RE5ARS 2A PIPE THROUGH BOND BEAM 0'-0' FIN. FLR ROOF SHEATHING THICKNESS 18 ENGINEERED PER ASCE 1-16 IN ..' ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.I3 AND 1609.5.1. TYP. WALL SECTION B NO OPENING NOTE; 4 1-STORY HIP BLOCK WALL METHOD TBE USED FOR THE INSTALLATION OF ROOF SCALE, V4'•I'-0' LINDERLAYMENT IN ACCORDANCE WITH F5CR 905.I.I.1 OF THE F5CR 2020 1TH EDITION 16 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 0486S TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR 9081L ROOF O EATHNG THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA F'ER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS DEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS In' THICK, 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR,I S' CHU //////-' CawaR auo g1UGT1lN. PC V cm an FL40 iLT toIRN�711Clt. MArONlT r� r.T.tlD_- ♦ ►i r� ►♦o . ►:ilA� � ♦9Ti!ia i�i�iTQi�iTi�iT41�TiTi!i�i♦i 2B G.4S LINE MU BLOCK I 3 GARAGE DOOR JAMBS \lQvD1 SCALE. 11/2'.I'-0' -2X4 SPF 24' O.C. SECURE W/ (2) I2d • EA END 2x STIFFBAGK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENKs110. TRUSS CONT. 2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS SEE ENEMY CODE FORMS FOR INSULATION R-vALlEB PER ELEVATION \ 5/S' GYPSUM BOARD OR 1/2' HI&4 STRENGTH CAA. OOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRNG- STRIPS • 24' O.C. 1/2' GYP. WL. DD.- WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR WS11. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SWEET OHL Cm 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ~ ~ • ENGINEERED PER ASCE 1-16 IN �' •, :.,' .. ACCORDANCE WITH FIBCR 2020 4' 1TH EDITION, SECTION R301.13 AND 160S,5.1. W/ WINDOW OPENING TYP. WALL SECTION B NO OPENING NOTE: 1-STORY GABLE BLOCK WALL METHOD TBE USED FOR THE 5 INSTALLATION OF ROOF SCALE, 3/4'.r•o' UNDWITH NtLAYMENT FBCR SMJJ.NOr- HET FBCR ACCORDANCE 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 0486S TYPE III OR TYPE IV UNDERLAYMENT. d N. RONALD REAGAN BL LONG WOOD, FL 32760 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA X: 0003328 H LA LA a c ounDIV. Sr LO%% ABBOTT PARK LOT #3 BLK #13 PROJMT 04181.00 -03131 MODffi7i 3EFB "2447—ROBIE" GARAGE DWING: LEFT 1PAGE: DETAILS (SHINGLE) 160 MPH EXP. C DRINT AOB/14/21 ec'& ffi- 1T4• = 1'-0. olmc= D1 FIBERGLA88 SWINDLES FIBERGLA88 SWINDLES WITH WDER AVMlXr U114 UNDERLAYMENT AS PER POOR SM.0 AS PER FBCR 5051 L ROOF SHEAT14MGr ROOF SHEATHING THICKNESS AS PER TWICICNE88 AS PER SWEET SNL SECURED OHM SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE -END WD. PRE -END LLD. ER 24' O.G. MAX. y fi O G. 24' O.MAX -VA 1 METAL DRIP EDGE METAL DRIP EDGE GATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENEWSY t. REFER TO ENERCaY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCS FOR VALUES VEPRED ®. oH. S/S' GYPSUM BOARD ELEVATIONS ®, OJa. t. S/8' GYPSU 1 BOARD 80FPIT TYP. OR 1/!' HIGH STRENGTH TYP. OR 1/2' 1410H STRENGTH CLG. B BOARD E,, „„m CLG. BOARD REIiETICE b:2 FIRE -STOP SOFFIT t. Ix2 FIRE -STOP STIiIJGTt8�4L -4J INSUL STRUCTURAL -4J INSUL. I I a W� a WINDOW ATTACHMENT I AS PER MANUFACTURES SPECIFICATIONS SUTURAL T T. 3/4' T 4 G SUBFLOOR GLUED AND NAILED 3/4' T 4 G SUBFLOOR AS PER NAILING Vt' THICK, 2 COAT E � GLUED AND NAILED AS PER NAILING I/2' THICC 2 COAT � SGI4EDULE PORTLAND CEMENT > E PORTLAND CEMENT PLASTER APPLIED W PLASTER APPLIED DIRECTLY TO ui a DIRECTLY TO a MASONRY M MASONRY w � DO FIRE -STOP YAT ON Do FIRE -STOP VA ION SEE STRUCTURAL SEE STRUCTURAL VA ON A ION S/8' B GYPSUM OARD S/8' GYPSUM BOARD OR IR' NIGH STRENGTH CLG. OR 1/2' HOW STRENGTH BOARD R CLG.BOARD -LE VATION IX2 FIRE -STOP IX2 PIRE-STOP R-41INSUL R-4.1IN511L. a I I > > w w w WINDOW ATTACHMENT AS PER MANIFACTURES SPECIFICATIONS aTRIJCTURAL 1/2' THICK, 2 COAT 14' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED `. Ix2 P.T. PURRING PORTLAND CENT Ix2 P.T. PURRING DIRECTLY TO STRIPS * 24' OrC. PLASTER APPLIED DIRECTLY • 24' O.C. MASONRY 8, CMDIRECTLY TO 8' C1'AJ 1/2'GYP. WL W. MASONRY IF2' DTP. Ul BD. pd FNFE-STOP—� WOOD �� bc2 FIRE -STOP WOOD RASE r n W/ WINDOW OPENING OPENING .L SECONDYFLOOR BLOCK BLOCK SCALE, 3/4'•i'-V 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407.774-6078 FAX: 407-7744078 www,abdoeigngroup.com AA p: OOD3325 a W � b B O g milli I pgoj a gxnmxv. Aa WT: ABBOTT PARK LOT #3 BLK #13 PRoaw 04181.00 —03131 HODE2s 3EFB "2447—ROBIE" GARAGE 9WING: LEFT PAGE: DETAILS %160 MPH EXP. C Ll2a 2Xe PT. • CENTER OF DOOR HEADER SECURED W' (V 1,12' X V J-BOLT WV 4' MN EMBEDMENT WV 2' X 2' X w WASHER 1 NUT OR WV (2)1W X V ANCHOR DOLTS WV 4' MIN. w MOM ENT WV 2' X 2' X Ve' WASHER 1 NUT-7 ® V4' fMCOHr 1 VJ' ENSFO. V Or - WEND DIST. 1 1/2' EDGE DOT. E eieEe. X 2' X VWASHER 1 NUT. (U 6' OF TOP, (V WITHIN V OF n E S• (3) WAMY SPACED. IS In ALL ANCHORS SHALL BE N ACCORDANCE TO MAMPACT NRM" INSTALLATION MT141111-TIONS WERE SUCH INSTRUCTIONS ARE MOUE STRN604T GARAGE DOOR 1 BUCK ATTACHMENT ). . 2X4. all SECURE TO BLOCK W' 3/16' TAP " (MN. 6HANK 812E JO MN HEAD SIZE300 MN EMBEDMENT I V4') WITHIN V OF EACH BO 1 r' OG MAX SPACING. 2X4. m SECURE TO BLOCK NWT (MIN. SHANK SIZE .HS MN HEAD SIZE 300 MN E'BIDMBR 1 1/4') WITHIN e' OF EACH NO 1 r' Or- MAX SPACING. 2" m SECURE TO BLOCK W/ VW TAPCON6 MN. SHANK SIZE A16 MN HEAD SIZE 300 MN EMBEDMENT I V49 WITHN 8 a°EACH END / r' Or- MAX SPACING. 2x6. m 2X6. ISM 2X6, m SIlGWE TO BLOCK SEGUE TO BLOM etcWlE TO BLOCK WK2) V*' TAPCCNB WA2) S/r' TAPCONS W X2) V4' TAFCONS MN MN SHAK SIZE .INS MN SHANK SIZE .INS SIHAW 8122 AAS MN MN HEAD SIZE 300 MN HEAD SIZE 3" HEAD SRE 300 MN e' CMU MN E'IBEDMEtt 1 V4') MN EMBEDMENT 1 114') EMBEDMENT 1 VW) WITHIN V OP EACH END e' qMU WITHIN e' OF EACH END e' CHU WITHIN S• OF EACH END �• DRYWALL 1 r' OG MAX SPACING. 1 WOG MAX SPACING. 1 r' OB. MAX 6PACIN& S• CM! k4 P.T. OR S/4'X4' MN IW DRYWALL VY DRYWALL SECUREMTHRU FgRA E 1 MAW 2X& ❑ 2X& ® ❑ 2Xe. ® ❑ �' DRYWALL EXTEND 1-1/4' INTO P.T. NAILER 6EOE RE TO BLOCK MAW SECURE TO BLOCK 17N4' SECU TO BLOCK VX4' TBLOM Wt 3AW WK1) 3/r' TA r," P.T. NAILER WV(2) 3/r' TAFCON6 P.T. NAILER WK2) VW TAFCONS P.T. NAILER MN SHN.IG am 30 DOOR CRYING SHANK am MIN.MEAD SIZE 300 jo VI6. ODD. X 4' MN MN HEAD SIZE 300 DOOR CASING HEADEAD SIZE 300 T/r' ODD. X 4' MN MN HEAD SIZE 300 MN EMBEDMENT 1 V4') DOOR CASING MN EMBEDMENT 1 1 4'1 MN EMBEDMENT —IV4') MN EMBEDMENT i-V4* WWITHINS' V OF EACH @D E WIT14N OF EACH END WITHIN S' OF EACH END DOOR CASING WITHIN e' OF EACH @D DOOR JAMB OR WINDOW 1 W Or- MAX 4 WOG MAX 1 WOG MAX 1 r' OG MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW 6PACN6. DOOR JAMS OR WINDOW SPACING. DOOR JAMB OR WINDOW MANFACTNEB DETAILS, ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES, MANUFACTURES, LFACTU ES, DETAILS. MANUFACTUOETAILS, ATTACH 2X PM 12CTAL.B. NOTE. SHIM Ab NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/41) DOOR JAMB TO BLOCK +3/4" OR +6/4" e 11B4D011 TO BLOCK +3/4" OR +6/4' 2X4, all SECURE TO BLOCK WV 3/r' TAPCON6 MN SHANK SIZE .HS MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN e• OF EACH END 4 O' OG MAX 2X6, UWO SECURE TO BLOM WK2) 3/16' TAPCONS MN SHANK 612E A46 MN HEAD 812E 300 MN EMSEDMENT I V4') r CHU WITHIN V OF EACH 0�0 4 r' OC, MAX SPACING. V2' DRYWALL 2X& m T'X4' SECURE TO BLOC. P.T. NAILER WW2) 3A6' TAPCON6 MN 6NAK SIZE .HIS DOOR CASINO MN HEAD SIZE 300 MN EIMMMIR T 1 V4') WITHIN V OF EACH 00 1 r' or_ MAX SP'C�' DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE. 041M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 1/2" a 1►D�iD011 TO BLACK +1 1/2" NOTE. 6 41H AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +1 16/18" C w TO BLOCK + 6" 2x4. m SECURE TO BLOCK W/ 3/16' TA100" MN SHANK SIZE .INS MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN V OF EACH END / r' OG MAX SPACING. NOTE. STRUCTURAL 2X MUST 10 2X6. m ON OUTSIDE / SECURED 6EOJIRE TO BLOM THRIROLIW NON-STRJGTURA- YA4) W*, TAPCO" 3/r' TAFCON MN I-V4' MN SH W. SIZE JM vloV%xlENT INTO BLOCK MN HEAD 612E 340 MN E'SEDMlNT 11149 WITHIN S' OF EACH END V CM 4 r' OG MAX 61-ACNG. y DRYWALL 2xe, ® 1, ❑ BEOURE TO BLOCK WK2) DIN.' TAPCOO P.T. NAILER MN 614AK SIZE JNS DOOR CASING MN HEAD SIZE 300 MN E'SEDMET 1 1/49 WITHIN e' OF EACH END / r' oG rwc SI"`4GRJB DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILA, NOTE. SHIM AS NEEDED TO PLUME, JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +2 1/4" NOTE. SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" �1i Win* 'rn aTnnr +a• 2X4. m 6ECUIS TO BLOCK WV 3AW TAPCGNS MN SHANK SIZE A & MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN V OF EACH END 1 r' OG MAX SPACING. NOTE. SIRUCTLRAL 2X MST BE 2X6, m ON OUTSIDE 1 SCCWED SECURE TO BLOCK TH1eaJ24 NON-STRUCTURAL WW2) 3/6' TAFP.ON6 ' ' f -CON MN 1414' MN SHANK 612E J46 RitO BLOOD MN HEAD SIZE 300 MN EMBEDMENT I V49 e. CHU WITHIN V OF EACH END 1 W OZ. MAX SPACING. i- V2' DRYWALL 2X& COD MAW SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAFCCNS MN SHANK SIZE AN6 DOOR CADNS MN HEAD 61ZE .1" MN EMBEDMENT I V4•) WITHIN V OP EACH END / r' OG 1TAX 6FADNs DOJAMD OR WINDOWATTACH TO 2X PERILS. NOTE. SWIM AS NEEDED TO PLUMB DEA JAMB (DO NOT EXCEED V4') END 2X SECURE TO STRUCTURAL MEMBER YV(2)Qd WITHNN e' OF EACH END 1 61 TO V Or- MAX DOOR JAMB TO BLACK +8' LTD DLQCILt3"_111w— NOTE. SHM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3 7/16" `�flIIIOR TO BLACK +3 7/16" 2X4. Wm WV SECURE TO BLOCK V4' TAPCONS MN SWANK SIZE 14D MN 00 HEAD SIZE 3 MN EMBEDMENT 1 1/4') WITHIN V OP EACH END A r' OG MAX SFACINCIL 2X6. mW SECURE TO BLOCK WW2) VW TA-400M MN SHANK SUE JO MN HEAD 6= 300 MN EMBEDMENT 1 V4') UTHN V OF EACH END 1 W OG MAX 6PACNE CM 2XSIh ECURESECUTO BLOCKWK2) V4' TAPIC" MN SH ANK 1K SIZE JO MN HEAD am3" MN BMBEDMENt I V4•) WIWITHINV OF EACH END r 1 ' Or_ MAX 6PACNN4 NOTE. STRUCTURAL 2X MAT 10 ON OUTSIDE A SECURED THROUGH NON-STRUCTURAL 3/r' TAFW)ON MN 1-V4' EMBEDMENT INTO DLCK O I� e• cm IW DRYWALL ElVX4' RT. NAILER j� I' PT. X 4' MN DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X FER NOTE. SHIM AS NEEDED TO PLUMB MANUFACTURES PETALS, SHIMJAMB (DO NOT EXCEED V4-) DOOR JAMB TO BLOCK +3 3/4" a 11IIiD01I TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003326 i tnmxv. & HAT ABBOTT PARK LOT #3 BLK #13 PMROiw 04181IM-03131 MID El A 3EFB "2447-ROBIE" GARAGE BWDtG: LEFT PAGE: DETAILS 160 MPH E . C PHINT 06/14/21 8CAXZ: 1/4" = f-0" 8lV=T D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1ZI31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 23872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2D21 11496.5 SIMPSON STRUC. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531916 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/20Z4 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 22/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT.DOORS SECTIONAL 2020FBCR 12/31/2038 SS279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR S/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 1Z/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EKT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 1Z/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15226.1 OWENSCORNING - RHINO U20 ROOFING UNOERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 1Z/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020F8CR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19902.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL UNTELS 2020 FBCR 5/21/2022 FL SS272.1 ALSIDE'ZT VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W AORIDABUILDING.ORG CONTROL DATE: 05/05/2021 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com L AA #: 0003326 ISO Ooff 1. a 4 >9LTHDIV. 4'e IAT: ABBOTT PARK LOT #3 BLK #13 PROJRCT 04181.000-03131 KoDEIt 3EFB "2447-ROBIE" GARAGE >lA1i G. LEFT PAGE: PRODUCT APPROVAL LISTING %160 MPH EXP. C F1mDFelly CONnmL JOINT PLANU OF CONTROL JOMT% Td Wl OPM TIED TO LATH • 91 Or- MAX (VERT.1 b1?I!'i 00 NOT PASTM CONTROL JOINT TO WALL EVEN IF STIR MCISTS ®1J�EYGND EXCEPT STAPLES 1w SEC111EtlA�� 02471lOL JOINT . Dlatlb MSTALLATION -� FASTENBIb TO WE SPACIll • T' Or- MAX VERTICALLY / — — \ X 3 COAT t�arT \� WRO LAYER a, POP1TV40W WJILDMO PAPER APPROVED METAL LATH PASTE!® .'I• (VEIlT.) O.O. MAX AT OPPORTS ? U= u�RA�P WOOD SFCATWINS 0020, LATH %FALL OE OONrN-UOw TFwam+ JOMTS W)T W: STOPPED TIED AT EACFF 61D! PlIll 2)(4 OLOgGM9 PER ASTM LTE63 PLACED PLAT MAX. %' TO %' PROM CONTROL JOINT UMN CONTROL JOINT PALLS ON FOR LATH TO WE NAILS OR\ STR 1C IURAL STUD STAPLES M COMPLIANCE 911 ASTM CW" 1 UFO TW6 TO OE (NO. I.) 00410' WIPIN / A W-OCKM6 GNOM MAY W IN ADDIt10N \ TO WALL STUD6 R16lJIRED PER PLAN 1 Ol IGLD N141p • M. A OL t. A Flili%/Q F A L CLAY. Far.S L CITY. • Pr. c ON L.OW pM10 • PL A L CLAY . PT. P. • ® LFCLD I.WO.PT.A a etaaA4e • M. e 4 F"Pr. C PAR Pt. %TILL IR. C mllelr 14o770d RJNM M tt� 0 ILM4Y NKTMS11AL l.11t T 441-WT. pQ, � Cur. NJ Nam APPROVED Ouu.Dalla WRAM OHALL OE LAPPED A MINNA" OF %' at VERTICAL LAP%(ROLL WOW 4 S' • WORIZOMTAL LAP% ALL SEMIS NEED TO = TAPED WTH POPITIMM %MIATHM6 TAPE / I' MN LOP • tRAI I.O111 \ N.A..1.� .OTQ.DOF a LATN VOFTICAL LAP TO 1W P METAL LATH 1111111115 LAYER 4, STJCCO a11A,1• \ �LA7lR�RPtORTR50ER� / 2 t eca.E• I vJ•.r-o• ::JWa.L SIDE LAP% OP METAL PLA%TWt EASE% SHALL OE SEQl11ED TO PRAMIM M &SIR . TFlY IINALL OE TIED 11111714 Oe4.1111,-M, (121-MM) WRE AT INTERVAL% NOT MORE THAN S' 02S4h"A AS PER ASTM Mill ® KICKOUT LATH %FALL OE OONrN-UOw TFwam+ JOMTS W)T W: STOPPED TIED AT EACFF 61D! PlIll 2)(4 OLOgGM9 PER ASTM LTE63 PLACED PLAT MAX. %' TO %' PROM CONTROL JOINT UMN CONTROL JOINT PALLS ON FOR LATH TO WE NAILS OR\ STR 1C IURAL STUD STAPLES M COMPLIANCE 911 ASTM CW" 1 UFO TW6 TO OE (NO. I.) 00410' WIPIN / A W-OCKM6 GNOM MAY W IN ADDIt10N \ TO WALL STUD6 R16lJIRED PER PLAN 1 Ol IGLD N141p • M. A OL t. A Flili%/Q F A L CLAY. Far.S L CITY. • Pr. c ON L.OW pM10 • PL A L CLAY . PT. P. • ® LFCLD I.WO.PT.A a etaaA4e • M. e 4 F"Pr. C PAR Pt. %TILL IR. C mllelr 14o770d RJNM M tt� 0 ILM4Y NKTMS11AL l.11t T 441-WT. pQ, � Cur. NJ Nam APPROVED Ouu.Dalla WRAM OHALL OE LAPPED A MINNA" OF %' at VERTICAL LAP%(ROLL WOW 4 S' • WORIZOMTAL LAP% ALL SEMIS NEED TO = TAPED WTH POPITIMM %MIATHM6 TAPE / I' MN LOP • tRAI I.O111 \ N.A..1.� .OTQ.DOF a LATN VOFTICAL LAP TO 1W P METAL LATH 1111111115 LAYER 4, STJCCO a11A,1• \ �LA7lR�RPtORTR50ER� / 2 t eca.E• I vJ•.r-o• ::JWa.L SIDE LAP% OP METAL PLA%TWt EASE% SHALL OE SEQl11ED TO PRAMIM M &SIR . TFlY IINALL OE TIED 11111714 Oe4.1111,-M, (121-MM) WRE AT INTERVAL% NOT MORE THAN S' 02S4h"A AS PER ASTM Mill ® KICKOUT AM POR RlPAIR MA" IN T' " MAY W'. PATCHED YIII M 410NOt1SE ~ TAP( PER MANP. Ill OR PEEL 4 STICK m Ill ,TO TO I HIND L.AYE1142, PGIATIROM EUILDMa PAPER METAL LATH Ski' SELF-AC**B% I Vlt'MM ANp PLASHMO OVER 4'x4• SELF-AD4- R MEI'OR,Y! '4k4' SELF-ADIlRM9 ME -OR" PLASFRb tOV1111 APPROVED HOII.E ~ PLASH04. TO mnISM ONTO M M C a COAT 00-111 T %' CCNT. Mill OP SKALANT LATH MFIILI�R4TI MANt&RH � AIR 1YHt •2• PORflFlOER SFEATFIlIR 46 PAPER W ASTOMIll COATM9 OVER On= C.V. PMOH (an T1T WALL SECTION) SH@A7NMIa Ser —TIONR SECTIO Exterior uss of portiand camer%plaster shall comply with the a Okstbn requirem.rae of ASTM C 92b18b. Irwtallatinn of exterior ladnn9 and fremirp ...Ply with ASTM C 1063.19., or ASTM 1797, WOOD SHEATHING OR CMU WRS LAYER •I, STUCCO WRAP (FRAME ONLY) f' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 7 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRS 4 TAPE OVER SQQE uel i ecaman z 5'X5' 'L' TYPE CONTINUOUS z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT 71) WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT A� ROOF PER ELEVATIONS O"L" FLASHING N.T.B. DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDINCz PAPER) METAL LATH STUCCO WOOD OR -1/16" ZIP WALL SHEATHING %k&' S!U-ADIERM9 T'E9'DRAM FLA&WINS (r,"ATIOLE "V HOUSE ~ MATERIAL) OVER 4k4' SELF-ADHBRMIS MEMWTANE PLASFE46 OVER APPROVED W L11w YAR4T! FLASHMS TD EXtEJtb ONTO MM3 = AND OVERLAP" •IDE OF SELF-AD4lItlFtlM INIAFE: FLAMM9 X—X—X—X SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 J E G 1 m 9VH3DIV. Aa LOT: ABBOTT PARK LOT #3 BLK #13 PROJ=T 04181.0M-03131 HODmu 3EFB "2447-ROBIE" GARAGE SQDPG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH ER. C hd6TALL i' BF1F-ADF$sRS4G MEMBRANE FLA614M6 OVER TOP, 61DE16) AND BOTTOM R ANSE6 OF NON -MOVABLE PRN'E OF T1 E E 4."T. FL4814ING TO BE: L 001TOM. 2. 81DE8. 9_ TOP VENT CAP B TO BE SET IN BED k: OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED 60 AS TO C R.ECT WATER AWAY FROM JOINTS. xs E-Z BEAD ALL AROUND VINT-APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER or - BACKER ROD BACKER FRAME AND STUCCO ONLARALL SIIXAM&)4 CAULKING 0 JOINT ALID I I PER SECTION R703,7 1 I Exlsrl&r�aeA� BAGGER ROD I I Exterior use of Portland cement plaster shall comply wide the application requirements of ASTM C 926-18b. r Installation of wdenor lathing and framing _ shall comply with ASTM C 1063-19a, WPM LAYER 1, ' or ASTM 1787. 81UC40 WRAP HOODED VENT it NICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER $2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD 6EATHNG LAYER 1, STUCCO WRAP LAYER R, FORTIFBER BUILOW PAPER G7N611JCnOn � —METAL LATH &' CM VINYL CASING BEAD 6' RAISED BAND W�f' BOI!!D 6' WIDE STRIP &ELF AGlSIVE 4LABWM, CLEAN MA6ONRY BB'ORE APPLYING Z ILA6HMCs STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — - — - — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/lro' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — 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) FINISH •6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES @ DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADFE6IVE— K-AS14MG (NSTALL PER MANUF. SPECS.) BUILDING PAPEI UNDER 'QUICK FLA& (A )VENT PENETRATION SCALE. N.TA. ELEC. METE? VERIFY LO STUCCO SCRATCH COAT 1 COAT OF PAINT W/BACIG- ROLL PRIOR TO ELEC. METER INSTALLATION I ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAF' WRB LAYER 112, FORTIRBER BUILDING PAPER 3 COAT CEMENT 76' TO )6' MID -WALL WEEP SCREED v6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYELEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON EASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRS LAYER STUCCO um WOOD SI-EATHMCs HOUSEWRAP BELOW CUT SUCH THAT NO M�E ENTERS BOX APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD 6WEAT14ING WPM LAYER 1, STUCCO WRAP METAL LATH WOOD 0"T11WCTION I �',� • FASTEN TO WOOD 67fa CTIRN. MEMBER • 1' = MAX $' TO )i' =_nu. L w�P BeI� 6' Um STRIP aw ADHESIVE FL AGHN6, CLEAN MASONRY BEFORE A1°PLYNG V FINISH • MASON1 HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP #3 6' UPS LAYER h, STUCCO WRAP st WRS LAYER 1, STUCCO WRAP 9 APPLY im MN G SELF-1RAM GRADE 'D' FELT MEMBRANE ASHING FLFL ®e OVER 6ELF-ADHERING FLASHING OVER APROVED HOUSEWRAP UIRB LAYER 02, FORTIFIBER SUILDING PAPER STEP *4 '-- ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) „ METAL LATH STEP 05 STEP Oro (9) ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746076 FAX: 407-7744078 www.abdesigngroup.com AA IF.0003325 k' C F PARK #3 #13 .-03131 MODEL: 3EFB "2447- ROBIE" GARAGE >lWWG: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH ER. C wom CONSTRUCTION V4' HAT C I4AJ INEL ' TYIaE 'X' DRYWALL WOOD SHEATHING WRB LAYER 1, STUCCO WRAP I' THICK. 3 COAT C PLASTER WRB LAYER 41, STUCCO WRAP AM1co AF766-u�AOG_'tem CUSTOM eA6RNG 15EAD EXT. WOOD FRNIED WI4u. WRS LAYER h, GM -FLOOR VOCKNS STUCCO WRAP WINES LAYER n. FOR I IFIISER PRE-BNYD Taste BUILDING PAPER 3 COAT CEMENT n..1HlRBAlTRI-1 02"THICK, PIASTER MAT ER 018616TI E - 6' SAP. 6 TOP OF WEEP SCREED MARRIBIlt -2 TO SHEATHING 13EWM WEEP SCREED �bCK COAT CEMEN? 4• POSITIVE DRAM 8[:IREFa METAL LATH WEEP uloaD tl#ATHNS— �C m 1 Y" 6' SELF-ADHEREING FLASHING WRAPPED 6 TOP OF WEEP SCREED TO 6FEAT14M BELOW —WRB LAYER 01, STUCCO WRAP — WRS LAYER V, FORTIFIBER BUILDING PAPER 6' 6ELF-ADHEREMG FLASHING WRAPPED • CORNER OF CANTILEVER NO CAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL O CANT. SCALE, 1 1/2'•1'-0' NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-041-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION DWEER I�RE81871VE 3/ I RESILIENT WEATHER RESISTIVE HAT CHANNEL SAM R 42 VINYL CASING ORAR:—\ \ I' THICK 3 COAT CEMENT PLASTER fire' TYPE 'X' DRYWALL METAL LATH W/TEXIURED 4 PANTED WOOD SHEATHING FN16H PI.AST K 3 COAT DEMENT (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE Ae-, SSONES ONLY) 11D DRIP EDGE INSTALLATION WOOD C:ONSTRUCITON WEATHER RESISTIVE BARRIER 4 WEATHER RESISTIVE BARRIER n V7CORNM J' TRIM 3 COAT CEMENT PLASTER S/S' TLL METAL LATH WYTEXD WOOD SHEATHING FINISH i' THICCEMENT HEADER/DEAM PLAST yINEAD VINYL CORP. 4' POSITIVE DRAIN VINYL CASINGBEAD WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DR STALLATION I GRADE X' OAP FOR BACKER EXTENOR SW RION ROp 4 SEALANT — DRY WALL I- THIcK a COAT CEMRJT VINYL. QA4unV BEAD Ic WATER PROMM I&I4Iat. LAYER (2 LAYER PW 4 STICK) 0 ANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X a' PI GA C.Q.V. PEEL 4 6TIC2V— ��' DRIP EDGE 8ET IN PIULL CED OF 6' PEEL. 4 '---_`�i I� SEN.,NNT, x' MN STICK • DRIP 11 SPACE FROM DRIP EDGE TO FACE TD'(IRPJ( ZWCK rR KER i x'XF #' P.T. OR 6IMIU.A,TED D SOLANTT WOOD X".FILLER ,. coNTN VINYL CASaIG eam WATER PROOPNS 14t W1^01t RESISTIVE LAYER (2 LAYER F'EW. P BANNER 01 STIGU WRAPPED PROM WEATHER RE616TIVE cCoNTLLmvffIt ro die BARRIER a 6' PEER. 4 GTICK • COOK DRIP E am O•VER DRIP FLOOR � ®® a' X a' 26 GA GALV. METAL DRIP EDGE SET IN ROLL BED OF Ox1LIxD '' P-TXOR 6PSEALANTPR, x' MIN. ACD LIM DNP CONTINUOUS FACE TO TREX XV GAP P0R DACXE VINYLQMM BEAD ROD 4 tEALAW'T WATER PROOFING 14t PINISFI LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICIV STOU WRAPPED FROM 3/4 RESILIENT BALCNY ODECK TO HAT CFWdEL CANTILEVER Ra eQAr C@ffiNT PLASI METAL LATH SW TYPE 'A' DRYWALL WOW 6HUT14NG WREXTURED 4 PAINTED WEATHER RESISTIVE R 61 FINISH WEATHER RESISTIVE �CK3 COAT CEMENT CARRIER 9 L 4' Po6mvE DRAM uEEP ACItEED VINYL CASING BEAD NO GAP N PIP1D (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION OL" SFEATHING EATNER RESISTIVE MlR�N�E�R�_ N EATFER RESISTIVE aARRIER ►2 ' SAF. \ PEEL 4 STICK J,-I V X 3' 26 GA CsALV. METAL DRIP EDGE d11 SET N NULL BED OF SEALANT, x' MN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER $I WEATHER RESISTIVE BARRIER Q EXTERIOR C.OLUI'N C40LLM 6HEATHING SAM • STICK6' i 16'x3' 'L' FLASHING FULLY EMB Pow IN ROM CEMENT X 9' 26 GA GALV. VI AL DRIP Epw W .,..., .� —�SET N FULL BED OF C:ONTN000S Yi GAP FOR SEALANT OIL. BACKER ROD. — f'mp ED 6O 3/4 RESILIENT 14AT C44A NEL WATER FROMM3 Mt LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' T141M 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHNC4 LEGEND DRAINAGE PLANE (WR5 LATER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFI5ER BUILDING PAPER) METAL LATH STUCCO WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING; PLASTER 3 COAT CEHENT J 4P061TIVE DRAM d¢slmr VINYL CORNER DEAD (SHOWN FOR CCI_ RIFICATICN OF vIyYL GAGING DEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (Wf"L" FLASHING) SCALE, NTS WOOD SFEATHING WRIS LAYER M, — 2x FRAHM MEMBER STUCCO WRAP ��C 3 COAT CEMENT TO AAZis 11 Or_ MAX WRI5 LAYER 01, o•-��METAL LAT14 ■��STUCCO WRAP Wift LAYER -2, POPITFIBER ISUILDM PAPER 2m COR ER BEAD 0 FRAME 1, 2 1/2' k CORNER BEAD (FASTENER 4 SPACING o 7' OZ.) CMU } 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD (a? BLOCK WRB LAYER 4, FORTIFIBER BUILDING PAPER—\ METAL LATH J' THICK, 3 COAT CEMENT PLASTER FLASHING WINDOW FLANGE CLARITY) WRB'LAYER 9, BTUGCQ WRAP WRB LAYER ""2, FORTIFIBER BUILDING PAPER METAL LATH ;' THICK, 3 COAT CEMENT PLASTER WSELF-ADHERING FLASHING SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 i N! A � 11111 sVE1DIV. de LOT: ABBOTT PARK LOT #3 BLK #13 PROJwT# 04181.000-03131 MODEL: 3EFB "2447— ROBIE" GARAGE SWMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXE. C Yi GAP TYP J' THICK 3 COAT CEMENT MOOD SHEATHING CASMG BEAD PLASTER LE G E N D H IX TRIM MEMBER TO TRIM METAL LAT WIC LAYER STUCCO STUCCO WRAPP SIDING TSITION To WRPS LAYER 02, FORPIFICER DRAINAGE PLANE (WRB SRAN WOOD SHEATHING ISUILOMG PAPER LAYER 01, STUCCO WRAP) SIDNG WOOD SHEATHING WRB LAYER $2, FORTINISER WRB LAYER 02 (FORTIFIBER — • — • — - — CUILDNG PAPER ! 'r- :Y N. ar� ! WRB LAYER 01, BUILDING PAPER) STUCCO WRAP METAL LATH x—x—x—x METAL LATH ! i WRO LAYER M, .:.... i' THICK, 3 COAT CEMENT WRB LAYER 02, FORTIFIBER STUCCO WRAP STUCCO CO UIRA 6 STUCCO PLASTER ! BUILDING PAPER STucco WRAP ! WOOD OR 1/16 ZIP WALL VSELF-ADHERING METAL LATH CASING BEAD SHEATHING FLASHING 'THICK, 3 GOAT CEMENT FLASHING OR PEEL 4 STICK SELF-ADHESIVE FLASHING — — — — VINYL ANGLED EXPLODED S CASING BEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO CASING BEAD , ; :------------------------------------------------------------------------ -- - -- - - 18 I}THICK, 3 COAT CEMENT DRIP CAP (CROSS SECTION) SEALANT PLASTER WINDOW FLANGE WRB LAYER h, ; METAL LATH \ STUCCO WRAP WrOND VINYL ANGLED t wom tn:eTroN I I CASING BEAD unoo e�Atraras WRS LAYER 02, FORTIFICER r,> ' 6a.r~TH� 14V�1071vm i `• i oAlawle WINDOW FRAME Al 1 BUILD�NCs PAPER . DAJMFJ �e �eearne / I. ° � WRB LAYER 02, FORTIRBER METAL LATH �.�� X�""LLAPe1Cer+ �� \ _ec�nem�s I / BUILDING PAPER THICK 3 COAT E-Z BEAD VINYL CASING 1 PLASTER ; : / \ \ usatFeLe�malatne i (W/%' FLEXIBLE PVC BACKER ROD) 1 STAN" snapOL b'SELF-ADHERING \ \\ SAMM-2 I I FLASHING I I \ r• etas Arse 1 FLAeLLM 1 OAL.V'P METAL 'r ".A #4 DRIP CAP _'!=�M � i WRB LAYER 01, STUCCO WRAP, ,� AT� I WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE V SELF ADHESIVE FLASHING CASING BEAD ® WINDOW xb i (FRAME, W/BAND) \\ WOOD SHEATHING { mAP � ; 2X FRAMING ; 15C ti,,,: MEMBER DETAIL BELOW EXPLODED JW SIDING To sTUcco FOR CLARITY ® BLOCK TO FRAME ------------------------------------------ 9 TRANSITION Y4" GAP TYP THICK, 3 COAT CEMENT WOOD SHEATHING NOTE: CASING BEAD PLASTER METAL LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATH R103.1.1 / ASTM C-S41-14a, MIN. 2B LBS. METAL LATH PER SQ. YARD (UTILITY OR NOMINAL WRB LAYER a2, FORTIFIBER , LATH DOES NOT MEET SPECIFICATIONS) BUILDING PAPER WOOD SHEATHING STTUUCCOO WRAPWOODWOOD SHEATHING � WINDOW, UPS LAYER 11, FORI RISER offD��t� rw.v eetr-AD1iRR16 BUILDING PAPER ~4°HN° WRB LAYER 01, J' THICK 3 GOAT CEMENT i STUCCO WRAP �"�s �� \ LAW I �� ! HEATHER immoThm •' MI AAOV¢ TOP PLASTER " mAptvmR n / / \ OP •r R.A64MO I WRB LAYER 02, FORTIF15ER %Xmlskp81D1NO i'� � � \ II I VINYL ANGLED BUILDING PAPER 6"GW-A I ISAPOWNIOR �elstroe ' WRB LAYER 01, CASING BEADS \\ / Reativm 1 STUCCO WRAP i VINYL CASING BEAD METAL LATH STa rElt6 I- � \\ \\ � 'r. GALV D TOTAL : V WIDE PEEL 4 STICK : (EXPLODED �" THICK, 3 COAT CEMENT i I IrK-40WIN' OVER FLANGE VIEW FoR PLASTER on ! WINDOW FLANGE CLARITY) as Vo MmtAL �� LLEAtHmR RmeronvH r R.AlFLILJD DAMM -1 TO LAP E-Z BEAD VINYL CASING I 0 OP W FLAGHM I 2X FRAMING AB&A TOP (U1/3(a' FLEXIBLE PVC BACKER ROD) Pvc �`` a�boc�T 11 m MEMBER m, m- ROD ) APPLY FULL BED OF SEALANT BETWEEN ♦ / ' eeL.t-ADFEItlNa CASING BEAD (9 RAISED � ``"° • I ' I RAeHam BUILDING FLANGE 4 BUILDING WRAP ,- \\*AP WICA"W2 1 A BAND (FRAME) WFATDAWTI° SEALANT ----- WRAP -- -- -- ---- - -- ----- aentHeR Reastn e BGALE: i V2' • I'-0' WA741 t 4 E.z eEao V.xi uetas Ina[lISTIVE a^, K O ROD) STUCCO ® SIDINGTO OTO FRAME 1 (� /� Ez BEAD WINDOW CASING 19 TRANSITION 1 U H 1441 N. RONALD REAGAN BLVD.; LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 401-7744078 www.abdo.igngroup.com AA N: 0003325 g avnDly Z w ABBOTT PARK LOT #3 BILK #13 PI OJWT# 04181.000-03131 MODMIA 3EFB "2447-ROBIE" GARAGE EWMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH IN. C paurr DATM 06/14/21 BCAIM 1/4" = 1"-0' 8*1=T WA4 CENTERLINE 0E 8110 O SE TARN IN IIEEPIND THE VENT PROPERLY l.rAN)1P SMOAN IN P GALVANZED ALIGNED.W PIPE IS SEALEDIF UTILIZED. NA INPLACE USING 1-I W WLS AT EACH OOf WER.RDDFeNGCENENT SHOULD8E APPLIEDTOALL E CUf WTn1E 0005ENEOK VEMOPENN3w TIE ROOF OUTER EDGE AND AROUND TIE ENRRE PERN.1ElERAB ENTIEDGERKTER RECOMAEfDED IN SEVERE WFATHERCWBTAL SHEATHING. SIZE THE OPENNO IN ACCVfmAIEE VATH IlIE CMSIRUCTIONZ1XEs. CHART S/ENM. IN TPE EVENTA MECINNCAL VEM PAN 16 USED, THEVEMOPENNGINACCOPAANCE WITH VEM PANMANDFACIIJRE9 PIPINT COMEC110N INSTR11C110N8. W NOT OUT IMO TRUSSES OR RAPIERS 1MEN CUI-ZING TIE OPENN3IN THE ROOF. EMBER RINTERFERING SHNGLE WUI MOUND T11E PERIMETER GF THE OPENING SO TENT THE NMLNIG RAN3E OF THE VENT LAYS FLAT TO THE HOOF SWAT W, SUM THE TOP AND SIDE NNiGEe OF THE VEM W AND UNDER 9NNGlES.ALLdN TIE BOTONI VEM FLAN3E3lOLAY ON I I THE TOP OF THE SNNGIES. 11' 'IF_ [ o —'ll ROOF HOOD VENT DETAIL NMALL •'— EELF-ADNERNM R.AMNM OVER NALLNH "-AMR JAMN oxym P EELOW"A.R� PLOX HIA RM/INH OO Nol SEAL Eo..— FN STEP 6 'JMDIIAIEq-Y — 71.D-Ir � aCGJe OITOR IGK D t HEAD WlR) FOLD N AT (LOPE aILL RD-M Dfi/JtlO1R—� \ STEP 2 STEP 7 NEOPRENE M PI ALIGN FLANIN➢ W M. @dH aF aU L ma. 1•�r HOMES, (ow NA" WAPLN) WALL DUFONT MAI NNd AT TIE POLO 001IN TAM OIAMOIML Off I ACROaa WRAP OF PLUMBING VENT DETAILS lmrrim— WALL ♦' MON ADNI NVE - EACaD N" ILH ILANIND MATHRAL OVER DRIP CAP Aw (FRDTHOTO-~ 5T-0MIa > 901W) lk1 STEP 8 140 WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS STEP 9 UNDERLAYMENT 1 ASPINLT ROOFTFE CEMENT EXTRA FASTNERS IN ENl OF BNNGLE —EXTEND END SHNGLE AT LEAST 17 BEYOIE vALLEYCENIERUNE _.CUPPEDCFF "MINGLES TR8 o T BACK PROM VALLEY CENTERLINE R E, IM CONTACTOPN PROMONINDILTY TO VwwY VALLEY DETAIL "M00"IJ!"r°P""FROMINa°"°ROOF HO MI112a , -ADMI10 FLAWA M MATERI" IJIED DURI NM O"TRI:TION . WTALL ALL MA72RIAL.a PER "ANFAMPIR a worm arECNRCATIONa N aIALAN%MAY REACT ADVERSELY IF NOT COMFAI7ELIS CLEAN AND REAL JAM® TO 6" JOINTS WITH DOIU INJO POLLOIUMCs COMPLETION OF NOR RETROIFIT WORK REPAIR ECiNEM BIIOIIN BNALL EE I ftJ9-VMIV AT ALL WINIM 6 WITH EVIDENCE OF WATER NfltlJ610N DELOW TFE WEDOW OP IINCs SEAL M7EItlOR PERA'IETER OF WINDON u7w AI'FLY Gal Hal (O R-AAMNE (LANDO WHIM-EHAL RC-N OR ECWILA K.OFE SILL TO 0 eft N THE CATIALTORa IINL. IRW IOU IN VERIFY O R! CQTSA ,MIL -A H ALL PRODUCT! ATECNM LOOP Oua I aCcNwpmjcTw lLAaFIINM MATERIALS UEHD DURESS COPM7RUCT1011 L FLAaIINM AT W0012 OR IEDOIIE AND DOOR OFE NNda MALL aE! WITALLED N ACCORDANCE BITES FWeFACTIJIEan'a INSTALLATION 007MACTIOND AND APPROVED FITHOD U OF RI C RWWSA• U N ACCORDANCE WIN MINISTRATION MiNLPACrAN 'a WTAJ.ATION AND R.AGNND "TN1CTIOREI MAY REACT ADVEIMELY F NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. " 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com AA A: 0003326 fig o y MEN v aumIDIV. all LOT: ABBOTT PARK LOT #3 BLK #13 PROJffiOTTp 04181.000-03131 Moamzr: 3EFB "2447—ROBIE" GARAGE BWMK 3: LEFT PAdE: WALL ASSEMBLY DETAILS 160 MPH W. C aRT=: A06/14/21 EICA=: 1/4" = P-O" 8I�ET WA5 2x6 SUB -BAND Wn'x4' NOTCH a END, WRAPPED IN PEEL 4 STICKTAL FASCIA WRAP ! DRIP EDGE �\ I\ 1/0, TEXTURED I \ FINISH s WOOD I \\ 2X6 SIB 1/2' TEXTURED \ FINISH 6 CMU / \ METAL FASCIA \\ WRAP Ya' FROM \ STUCCO, 1' FROM \\ WOOD WALL \ EXTERIOR WALL \ �r (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X& SUB SAND ONLY ®PLAN A ;It AN 5 —ROOF KICK OUT REMOVED \\ FOR CLARITY TROOF DECK (BEYOND) ` DRIP EDGE, 1' OFF WALL (NOT INTO STUCCO) -'I/a' TEXTURED FINISH • WOOD. O'TEXTURED FINISH • CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER'(, STUCCO WRAP (FRAME ONLY) WRB LAYER $2, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT F li t 1/5' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH a CMU 2xb SUB -BAND W/1'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT o WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -m' SCABBED TO TRUSS W/12d NAILS O.G. MAX. 2x SUB -BAND UJM'x4' NOTCH ® END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• 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 x x x x x x x i x x x x x x x x x x x _ x x x x x x x x x x x x x x x x x x x x x x x x x x x x r�x x x x x _ .. .. .. .. ..... , SUB BAND DETAIL ® WALL WWKICK- OUTOUT ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wl%'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y: ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/0¢'x4' NOTCH END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT w ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774.6078 FAX: 407-774-4078 www.a bdesigngroup.00m AA #: 0003326 a ;if F PARK #3 #13 04181.0-03131 MoDmu 3EFB "2447- ROBIE" GARAGZ BWMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH E C 29'•8" TE-1 _ _ 3'-6" 25'-7' I a 0'-0" TOP OF SLAB 4" CONC. ul SLAB 1� o m 11 hWX M 3 ' I FM-16x18 j- FM-16x18 END }}} j 4 1 1 1 SLAB 1 1/2" ill- 1A m I N i i I a Im f F �1 �i ! 9 �I I CW-1112 N r 11 1 1 i 13'-6" 15.8" PVC m I� CHASE •,AG E ml m I TOP OF it fo iI ELEC. CONDUIT SLAB w OU I� aexxexc=_ xxxxxxxxxxx—s I FOR KITCHEN I O O I I ISLAND a � 14,_2„ A 1 LLR I 2,_4" 8,_8„ m 1 UP TO 2ND FLOOR I 1A • (FIELD VERIFY 1 � EXACT LOCATION) I 11 13'-6" 12-0" 4'•2" EXTEND F-24x24 SLAB 1 112" —'�_ F 24x24 — — r 1 . L 'F-1 CWC-1Dc12 — N 6 *5112" . 5 3 0" Iy3� 1 Ic1 1 t3'4' 0„ 10.4, m N Im 1 I gl $3112, Ig ) W z w a.. 11 1 I END 1 la OJ IO UmI SLAB 11/2' to 2 rn 1`— L FM-18x18 SIM. I 4 *71/2" 4 3._3., 3%5" "- a o 3 0 iv FM-16x18 FM-72x18 a 2.0" 16'-0" 2'-0" 1'-4" 7' (Y' 1'-4" 20'-D" 9'-8" 29'-8" FOUNDATION PLAN SCALE: 114 = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", 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 WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATES #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 9W 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", 06 =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 402r(602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602.16, USING: Pm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 1S. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-O" OIC MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 781 EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 8x6 W1.4xWIA OVER GENERAL 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 THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 17, CONTINUOUS 19, - (2) #Ss FM-16x18 16" CONTINUOUS I&' - O s - FMC•16x18 16" CONTINUOUS 18" - (2) #5's VARIES CW-12x12 12' SEE PLAN 12" - (2) 's - + 0"-0" CWC-IZ112 12' SEE PLAN 12" - (2)#5's VARIES TE-2 12, SEE PLAN 9' - (2) F-24x24 24" 24" 12" l s ) '8 TE-1 8" SEE PLAN 8" - (2) #5's 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 J lb munDiv. as LOT: ABBOTT PARK LOT #3 BLK #13 IFROJW" 04181.00 —03131 MOD= 3EFB "2447- ROBIE" OARAGIN 91WngG: LEFT PAZZ: FOUNDATION PLAN 160 MPH EXP. C u U11 0 DATE: 06/14/21 eCAUC: 1/r SHMMT s1 W MIN. EACH WAY C MONOLITHIC FOOTING y STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED.. CELL SEE PLAN FOR SIZE AND SPACING CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS' r[f ' '••� ►� • d S REQUIREMENTS ' .{(—�� .�.� �i • GARAGE DOOR P �F RECESS j FM •, " 6zi 8"CMU WALL W CMU WALL � CORNER BARS, SAME SIZE AS LARGER BAR •' I I ° IN FOUNDATION WITH 30" LEG EACH W WAY AT ALL CHANGES IN DIRECTIONS y • TOP OF SLAB TOP OF SLAB • I ... SO THAT THE STEEL REINF. IS CONTINUOUS ...—.ter_—.. MATCH AMOUNT OF CONTINUOUS BARS ?Ir CURB FOR • ° EXT. PORCH SLAB `. SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. CHAMFER (I -STORY) 18„ • A EXT. PORCH SLAB SEE SLAB SCHEDULE" TOP OF GARAGE s. I� • CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE SONRY UNITS SET /; AT ELEV: p W/ 1/2" ISOLATION ^ JOINT 6" CHAMFER (2-STORY) 24" W/ 1Y2" ISOLATION 4" CHAMFER (I -STORY) ( ) 6' CHAMFER (2-STORY) 0'-0" (WHERE # �'! JOINT (ABLE) APPLICABLE) z SEE SCHEDULE 30' APPLICABLE) SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING s FOR WxD, BAR SIZE 36 I FOR WvD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST @., AND BAR QUANRIY AND SAR OUANTT' NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO 41' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 n 2 CORNER BARS DETAIL SCALE:3/4"=1'-0' @ GARAGE SCALE:34"=1'-0 (D222R��SCALE: 3/4"=t'-(Y' (1) #5 REBAR VERTICALLY W/ CONC. z POURED CELL LAP TOP PLATE A MIN. OF 46' 2w � 8"CMU AND NAIL W/ iBd COMMON o NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 95 #4 REBAR ®24" O.C. @ CENTER OF 9 SLAB SEARING PROVIDE BLOCKING � g i I WALL W SYPOOD Q ic' 5 NEW REINF. BAR SECURED W/ 2- PART No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE I 2" CAPPED y EPDXY. MIN. EMBED ] 1/2'k5' WEDGE ANCHOR W/2' TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH GALVANIZED PIPE 80, UNO --II 4 PLATE EPDXY 5-tY2" EMBED. MIN. ®16' OC a W/FLANGE BASE i D FOLLOW ALL MANF. SPECIFICATIONS FOR SIMPSON SPH4 OR SPH64/F MAX. BTM AND TOP PLATE 4 USE AND ; I rr 4" CONC., REINF. W/ ' ' 4 rn i PREPARATION OF ANCHORS WI 10d x 1 12" • .1 "k6" #10 W WM ON a• a• '� HOLE. COMMON NAILS FILL ALL IL POLY ETHYLENE HOLES, DO NOT USE 10d N " VAPOR BARRIER ON SECURE FLANGE TO x 3" SEE SLAB SCHEDULE g .F� WELL -IL fa SLAB WI(4)1/4" X 2114' o O 'S 3 CLEAN ILL TERMITE .• CLEAN FILL TERMITE 11 TREATMENT SHALL BE TAPCONS .Q• 0, „ TOP OF SLAB 4S' BORA-CARE u 4"CHAMFER (,STORY)-�'• (2) CONT. #4 REBAR 6" CHAMFER (2-STORY) f • � ° (2) #5 REBAR ON CHAIRS 17' MIN. DEPTH INTO ��u VIRGIN OR ENGINEERED SOIL H6 2,000 PSF VIRGIN SOIL OR 95% COMPACTED SOIL ADDING BAR TO EQ. EQ. SEESCHEDULE IZE AND MR QUANm u SLAB HEIGHT LESS THAN 3'8 PER PLAN BOLLARD MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP C 5 C V SCALE: 3/4'=1'-0" - 3/4"=1'-0" SCALE: 3/4'=t'-0 SCALE: (W/ UPLIFT) FOOTING W/ BLOCK WALL 1 A SCALE: 3!4"=1'-0" LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT OF WALL W/PLAN LAP TOP PLATE A MIN. OF 46' —may AND NAIL COMMON STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD 20 OR 26 WOOD BEARING PROVIDE BLOCKING NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD VERIFY HEIGHT OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS WALL Wt SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE SLAB W/10d MASONRY BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W110d MASONRY NAIL NAIL 18" O/C STAGGERED. 16' O/C STAGGERED, # J ADDITIONAL METAL CONNECTORS NOT ADDITIONAL METAL O " REQUIRED WHEN NO CONNECTORS NOT REQUIRED WHEN NO 6' CMU WALL POURED LINTEL CONT. (TYP.) UPLIFT IS PRESENT. UPLIFT IS PRESENT. +-0'0,; 8" CMU FILLED CELL(TYP.) SEE SLAB SCHEDULE WALL FRAMING -�-' '''''''��""' ' . TOP OF SLAB /.. • +- 0' SEE SLAB SCHEDULE , ,. f 12" DIA. SIMPSON STB2 BOLTS 5' f2 TOP OF SLAB .' SEE SLAB SCHEDULE MINIMUM EMBEDMENT INTO 'd TOP OF SLAB _i = i • "ISOLATED" COLUMN PAD GROUTED ENDS AND ♦ . �_ °' to ° ' CENTERED UNDER WALL AND 6' OA. VERTICALLY MAX .�3 T� POURED MONOLITHICALLY WITH FOUNDATION AND SLAB ' A •� SEE SCHEDULE SEE SCHEDULE FOR V&D, BAR SIZE EO. EQ. SEE SCHEDULE FOR mo, MR SIZE AND BAR QUANTITY 1 AND BAR OUANTT' . FOR W%D, BAR SIZE *I AND BAROUANTTTY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO r.--�INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION SCALE: 3/4"=1'-0" WOOD WALL (NO UPLIFT) FOOTING AND COL. PAD 10 SCALE: BLOCK WALL CONNECTION �CALE: 3/4'=1'-0" (NO UPLIFT)3/4'=1'-�' (NO UPLIFT) 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.eom L AA #: 0003325 i r G e$o 4 aysniv. as LOT: ABBOTT PARK LOT #3 BLK #13 PROJSCT1T�p 04181.000-03131 MODR i 3EFB "2447- ROBIE" GARAGE SwIING: LEFT PAGE: DETAILS 160 MPH EXP. C .: . FPAWT DATE:06/14/21 SCAta: 1/4" = f-0" SIMMET S1.1A STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR AND MIN. 10' READ w/+ ^ E i NT SPACING REQUIREMENTS o 8" CMU WALL PAVERS' p4 REBAR (TYP.) B" CMU WALL TOP OF 8LA8 " '+�^e� TOPS •' !. 1. ,7� SEE SLAB SCHEDULE .1 12" RADIUS OR > = SEE SLAB SCHEDULE 1R.als .,' . CHAMFER 4 . E w 4 .-�; �'.:' TOP OF SLAB =a• 16 a� '�..� .a.�. '., �. I— SEESCHEDULE R FOR , &4MRR SIZE AND MBARV w 6 y ..•• -, 4 }. wU SEE SCHEDULE ' EO. EQ. FOR BAR SIZE SEE D. BAR SIZE FOR BAR SIZE BAD, AND BAR DUANmY BAR AND BAR OUANTRY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 2 9 4 AT ALL PAVER AREAS SCALE' 1/2"=,'-0" SCALE' 12'=1'-0" SCALE: 314"=T-V' LAP TOP PLATE A MIN. OF 4S' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O!C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND WALL W! SYP No 2 STUDS SEE ^ SPACING REQUIREMENTS PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/ $ PROVIDE DBL. TOP PLATE 12'W" WEDGE ANCHOR W/ Z' WASHER SET IN HIGH STRENGTH EPDXY S12' EMBED. MIN. 16' i rn 0 SIMPSON SPH4 OR SPH6 OC MAX. BTM AND TOP PLATE 8" CMU WALL ANCHORS W/10dx 112'+-0'-0" COMMON NAILS FILL ALL _ TOP OF SLAB yq TOP OF SLAB HOLES, DO NOT USE 10d •� • •' x 3" SEE SLAB SCHEDULE EXT. PORCH SLABBAR*OSIZE SEE SLAB SCHEDULE A�—S CHAMFER (1STORY)70POF 4B BAB DIA. a .q a . ! •'.. ' •4 :�. !.• e SLAB W! 1/Z' ISOLATION CHAMF'ER (25TORV) JOINT (WHERE it4 24" • APPLICABLE) i ATCH STEEL 1V5 3d' n S' PVC CHASE REINFORCEMENT Z~ THRU FOOTING PER SCHEDULE g7 q2" 6" PVC CHASE THRU FOOTING SEE SCHEDULE FOR MD, BAR SIZE MATCH STEEL AND BAR DUANTRY SEE SCHEDULE REINFORCEMENT FOR MD, BAR SIZE PER SCHEDULE AND MR OUANTRV PVC CHASE INTERIOR FOUNDATION WOOD WALL THRU FOOTING 5 6 SCALE'. 3l4"=1'-0" (W/ UPLIFT) SCALE: 314"=1'-(Y' 1441 N. RONALD REAGAN 8L LONG WOOD, FL 32750 PH: 407.7748078 FAX: 407-7744078 www.abdesigngroup.com L AA M: 0003325 i g � H O 4 $ 9 atmDIV T: ABBOTT PARK LOT #3 BLK #13 PRO" 04161.00t-03131 MODEL: 3EFB "2447-ROBIE" cwRwcsE 81rINc: LEFT PAGE: DETAILS 160 MPH EXP. C 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoeigngmup.com AA k: 0003325 i O FIRST FLOOR DOWEL PLAN SCALE: 1/4: V.0" TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BONO BEAM TIE VERTICAL REBAR VARIES PER ELEV. ,. TT TO HORIZONTAL REBAR W/'10" HOOK GROUTED BOND BI EAM J VARIES PER ELEV. ' All I #5 BARS 1a' HOOEll ' r CLEAN OUT REQUIRED ..tea:. '•-�..•'� .y +, -72 FOR INSPECTION l d • 0 0'-o FIN. FLR. '� ;•a = TIE ERTICAL REBAR • S TOHORIZONTAL REBAR W/ 10" HOOK .�� ❑ 4 BAR SIZE 48 BAR DIA H #3 16" #4 24" + CMU UNIT DIMENSIONS ARE NOMINAL SIZES #5 30" #6 36 OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. ®� #T 42" HORIZONTALNERTICAL HORIZONTAUVERTICAL METHOD 24" #5 30" MASONRY SYMBOLS * 3 SCALE:34"=1'-0" REINFORCING REINFORCING 47' 2 Sc " SCALE: 3/4"=1'-0" NEW REINF. BAR SECUREO W/ 2- PART EPDXY. MIN. EMBED 6", UNO FOLLOW ALL MANF. SPECIFICATIONS FOR USE AND m PREPARATION OF HOLE. 4'+ . . ^• STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4'=1'-0" 1441 N. RONALD REAGAN Bl LONGWOOD,Fill 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA N: 0003325 4 amwrv. & LOT ABBOTT PARK LOT #3 BLK�#13 04181000-03131 1[ODaL: 3EFB "2447—ROBIE" GARAGZ awsNG: LEFT Pwoa: DETAILS 160 MPH E C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI IDd 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. S. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL, 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .17T' " x 2 7/8" LONG, WITH WASHER 0 116" 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 04", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK sma REMARK (D (2) 2X8 © (2) 2X12 BEAM SCHEDULE gMaM INDICATES OPENING BELOW/T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I 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 (e SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID 'IAA 881 MASONRY 3000 8x16 (1)#5 (1)#5 NIA GROUTED SOLID B82 MASONRY 3000 8x8 (1)#6 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" - T-0„ 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-77"OTS FAX: 407-7744078 www.abdesigngroup.com l AA M. 0003325 i p axnmly ee LOT: ABBOTT PARK LOT ##3 BLK ##13 PROJECT 04181.606-03131 MODEr1 3EFB "2447—ROBIE" GARAGE OWING: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH E C rpRINT DATEU 06/14/21 IlCALE: 1/e DIEMET Ilik s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8Nff' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1a'� 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e #5 CORNER BAR W/ 39" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK ,hY PLACE STEEL HEIGHT. J' di REINFORCING (L2) q, 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 $O THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TY8'k16' b pJE / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BONP. D BEAM v COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. e F� Bx1B DBL. BOND OP OF BEAM Wl(1)#5 BAR BOND BEAM OZ� EACH COURSE • 8x8 BOND BEAM �p F tt .-TYPICAL #5 BAR IN BOND BEAM • W/(1)#5 BAR .`: BOND BEAM �\O��pQ F=FILLED W/GROUT U =UNFILLED GROUT SOLID FROM NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF OSS, IN 2ND BOND BEAM, IF FILLED LINTEL } BEAM COURSE SEE NOTE 5 8x6 PRE -CAST CONCRETE 16-1 T/1 / B NOMINAL�� LINTEL W/ (1) #5 BAR (L2) CORNER LENGTH OF BAR =WIDTH OF MASONRY HEIGHT BOND P OPENING-2' BEAM DESIGNATION IT THIS ENGINEERSINTENT BONG BEAM COURSE OR REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'•O" THAT XFXX- 1 T/1MIN INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0 ANDXFXX-1T BM 081NDICATESASINGLE BONDBEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER j. IT IS THIS ENGINEER'S INTENT AND XUXX - IT/1 M10B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX- IT/OM/DB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL SINGLE BOND BEAM AT HIGHER ELEVATION WINDOW SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN .�3 IAPl PRE -CAST ..a WINDOW Ztj a 2. SILL g 'v SLOPE 4 M OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER #5 MIN. REQUIRED IN BOND SEAM EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW CORNER BARS SILL CONSTRUCTION 4 SCALE: 1 1-=I- 3 AT CORNER STEP SCALE: 31*'=l'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. > I I SINGLE #5 CORNER tt / BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 8z8 CMU PIER I I / W/ SINGLE OR DOUBLE REINF. BAR(S), SEE PLAN. ENSURE THAT PIER GROUTS BENEATH PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3!4"=1'-0" 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4'=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FA%: 407-774.4078 www.abdesigngnwp.com AA #: 0003326 S 4 Q}p e >BUDDIV da W76 ABBOTT PARK LOT #3 BLK #13 PROJECT 04181.00t-03131 i[ODEIA 3EFB "2447-ROBIE" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C "LOTT'S 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 ON40 6.1T 1T 1T100 1T 1TIOB TYPE LENGTH PLAIN 818 SOU� TYPE LENGTH MIT SH6.1T 6f2D-1T 606-IT 8R&iT LW4T 810•19 e•lm 1m 1Tn 1TnB all 01 -a ana2T 811202r 92W ermzr 8182-v 9' 8" PRECAST 14a8 90 3114 4217 6821 am ml �� r' r 1024 a'4I• PRECAST 150 304 4304 6268 6132 7001 21e6 MIS SM I= 9031 10000 less 3624 4304 =3 0132 7001 4'47' PRECAST 1085 700 2306 $125 3946 4705 0087 4,-0" PRECAST 514 78a 4'-0" p ,gT tees 30M sale 4WD 6325 We 1981 6113 7192 OW7027 9151 1393 3000 3816 4570 e326 0019 4'4' PRECAST 819 m 1770 24M 3033 Sees 4a00 44i" PRECAST 998 591 4-0• T 1207 2502 3875 4043 4711 we low U43 7547 UN 0541 7005 1207 2707 3876 400 4711 sm S�• PRECAST 991 1247 less 2000 3123 3800 42W Ste• PRECAST 411 411 5'�• PRECAST 1016 ISM 2a74 2144 3513 4064 1319 4400 719e 7342 6780 62A9 101e 227e M Sees 3081 4084 5-10' PRECAST 817 lam im SIM 2649 3009 3470 E-10• PRECAST a40 aa9 5'-10' PRECAST BOB 1409 1071 2443 Me Sm 1N1 3693 ben 0080 6649 SIM 929 SIM 2a93 W07 3e29 4133 8'�" PRECAST Ilse 3227 3031 3707 4383 0061 8'4i' PRECAST 410 721 8'-0• PRECAST Sae 12D1 167s less 2332 27U9 Iles =7 4698 7054 10000 8025 m 1868 2a29 2790 3251 V12 T 8' PRECAST 670 93e 2t09 2205 2e98 319t aeee T4i" PRECAST 303 Sao T4I' PRECAST 716 900 11e1 14e2 1748 2026 See 2406 3406 4884 70e7 8472 727 104 2025 2420 2827 3228 WW PRECAST 98a 1083 22D4 2481 2e18 2621 94" PRECAST 192 a84 9'rP PRECAST 454 See m m 1129 IWO m 1e74 =6 3081 4090 4e99 m 1318 lea 1909 2164 We 10'44• PRECAST see 487 1247 1707 1904 2103 209e 147�" PRECAST 151 a01 1a$' PRECAST 350 408 612 755 899 1042 no 1407 1897 2751 3222 3764 a04 1180 1472 17ee 1710 less 11'�• PRECAST aa0 e44 1312 1742 2262 28ee 3eeo 11'-4' PRECAST 1a2 417 11'�' PRECAST 430 40e m des m on eu tale n42 229 2eee ae9x 409 1042 tan 1948 1470 1710 1r47' PRECAST a08 607 1210 less 2048 25se 3191 1r41' PRECAST 111 a70 1r4T' PRECAST 383 388 478 66r m lea eo7 1210 tees 2946 2eee s,>, 440 940 laoo tado tau u7e 1TW PRECAST 270 433 1045 13M 1732 219 2035 IT-v PRECAST 82 2W IT-C ��T 309 303 393 484 676 us 414 1046 130 1732 2316 2805 396 m 1057 1812 1071 1203 14'4r PRECAST 254 ass m 12n lsos loss 2279 PRECAST 71 29a 14'-0' PRECAST 279 27e 300 443 m doe 380 m 1272 Iwo Ism no14'4r 717 Set 1102 We 1133 14'4" PRESTRESSED N.R. 4R NR N4 NR NR N4 14'48• PRESTRE88ED N.R.283 14'4I" PRE8IRESSED m 422 We m 746 9e6 466 1079 UU 104 2277 2712 m m m 1237 1474 1710 15w PRESTRESSED N.R. N4 NR NR NR NR N4 184" PRESTRESSED N.R 252 15'-4• PRESTRESSED 224 307 464 574 mm m 412 1014 1340 1703 2118 MIS n0 01s on 1134 1353 162 1T-4• PRESTRE88FD N.R. NR NR NR NR NR NR 1T�" PRESTRE88Q1 N.R. 18a 1T-4' IV m m al 557 m 300 dye 1121 1413 1739 2D47 102 m nD 001 1135 1312 t9'$ PRE8T7�SSm N.R.235 N4 NR NR NR NR NR 79'�t" PRE8TRF.88� N.R. 148 ■ 1g 4 102 20e1s$ 348 430 513 505 735 900 I= 1467 1710 429 as m 060 1008 2114• PRESIRESM N.R. NR N4 NR N1 N4 NR 21W PRESTRESSED N.R.125 2114• PRES 142 216 308 381 454 527 100 m ass lose lies Use U2 VS 037 m 91s 90 2r4Y PRESTRESSED N.R. NR N4 N4 N4 N4 NR 2r4• PRESTRESSED N.R.118 2r-W PRESTRESSED 137 m 210 30 428 497 ley 560 794 m 1208 taet IV 350 913 m 77e m 24'-0' PRESTRESSED NA mNR NR N4 N4 NR Mr PRESTRESSED N.R. 91 24'-0• PRESTRESSED 124 174 246 302 8e0 418 129 480 e04 04 1014 1147 124 319 466 001 es7 793 -ALL VALUES TARN AS THE LESSER FROM •SAFE LOAD TAB" BY QUAWY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CAST'CRETE MAY 2015 EDITION. -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4 OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 a otmDrv. a LOT: ABBOTT PARK LOT #3 BLK #13 P290jmCT 04 81.00 —031 1 MOD10Lc 3EFB "2447— ROBIE" GAP.AGE 8WING. LEFT IPAGIM SAFE LOAD TABLES 160 MPH EXP. C otmDrv. a LOT: ABBOTT PARK LOT #3 BLK #13 P290jmCT 04 81.00 —031 1 MOD10Lc 3EFB "2447— ROBIE" GAP.AGE 8WING. LEFT IPAGIM SAFE LOAD TABLES 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Dd x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 10d x 1 11T HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL NTH HILT! X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER! ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEIUNGS, 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 sgm a CESG•RPTION BASE PLATE OftMARK MNFORC 1? REMARK 4X6 (3X9c5X") SYP. HTT4 W/ 5W DIA. PT., WOODL POST x 5" EXP. BOLT WD-2 4X6 (3 XN5)¢") SYP. HTT4 W/ 5/8" DIA (5/S3.1A) PT., WOOD POST x 5" EXP. BOLT f--------1 FIRE DRAFT STOP 3/4" SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. STOP FUR.TRUSS 11M ELEV. VIES I PRE-ENG, FLR. JOISTS ,II 3/4" PLYWOOD) DRAFT STOP �I PRE-ENG. FUR. JOISTS II rl 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS T XAY �s�zas=as:�a sxxz=xsss zsssxxs 2x4WOOD=sxxx=ssxx=- WALL W/SYP. NO.2 STUDS 12" O.C. WDI x�x =xxm=m= =mxsxx 11 1 4 =xm=max as=xxxxx=x it 11 11 II 11 11 11 1 11 II It II II LL i II II II II Ilm =xa �x 1 11 II 11 11 II II H. II II II 1 sxxx=sxz�x ssoszs=s: II II 5 APPLY DRAFTSTOPPING t 2x4 WOOD - a... =sso=—= =—=—=: ALONG THIS TRUSS AS TO `Al 11 WALL W/ LIMIT AREA TO 1000 S.F. III I SYP. NO2 FBCR 302.12 JJJIIII II STUDS 0 III !! 1 I 12„O.C.1 W/ 2x4 WOOD WALL SYP. N0.2 STUDS. Q x sm s PLACE DBL STUDS UNDER EACH JOIST xssxrsxsms�x xxxx=x s�xsszm=ems ass 1J 2X4 WOOD WALL _ W/ SYP. N0.2 STUDS. PLACE DBL STUDS -- —_—�— UNDER EACH ( I I JOIST 2X4 WOOD WALL W/ SYP. - _NO.2STUDS 612"O.C.- x HJ4 =-- — �-- SECURE 2X12 HOR TO CMU W/HU410 W/(18) TITEN 2 SCREWS TO CMU & (10) 0.1484 NAILS TO HDR SECURE 2X12 HDR TO 2X8 HDR MSTA-18 W/(14) 0.148"x 2 1/2" C4 U O NAILS s=aZaa= 1 i0 FJ7 p a �O F57 x x�xN F J5 FJ5 s a 9A =�Fs=�= 106 FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" IJOIST CH1H 1441 N. RONALD REAGA 4 BLVD. LONG WOOD, FL 32780 PH: 407-774-"'- FAX: 407.7744078 www.abdesigngmp.com L AA M: 0003325 lb w Q gp b 4 a 6 A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 J' NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 *'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) l6d x 3 J' NAILS TO GIRDER t12, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/(3)16d GALV. COMMON NAILS. 1X2 SECURED W/ 10d GALV. COMMON NAILS 12"O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#2 Z'x 4", 6% 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1-a lb '� GIRDER CONNECTORS) SCAL :3 7 81J1® gACIBIdOiA( iN190B! 4500 3W WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER 3M" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG (JOIST 5/8" GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE (JOIST TO TOP PLATE W/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL BD, SEE SHEET SlAA FOR NAIL SIZE AND PATTERN 1 r,__�I-JOIST CONNECTION @ L.B.W. y SCALE:3/4"=T-0" (NO UPLIFT) NOTCH DEPTH 114'D 4jq E >5/6' METER L. STUD OUTERSPAN HOLE EDGE >5/6' HOLE DIAMETER <3/5'D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 12'=1'-0" ENGINEERED WOOD TRU C 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 —. TRUSS ANCHOR WITH (9) 10d x 1 J' NAILS TO GIRDER. PROVIDE 6' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFM/ALl/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#2 Z'x 4% 6', 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, W O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. `A41) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) j' x 5" TITEN HD TO CMU AND (12) BIDS J' x 2 J' TO GIRDER 841) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }' x 6'TITEN HO TO CMU AND (18) BOB J' x 1x2, 2X WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/(3)16d (2) }' x 5"TITEN HD TO CMU AND (18) SDS *'x 3" GALV. COMMON NAILS. 1x2 SECURED W/ tOd MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 17' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 8 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) S_ _ TYPICAL ROOF "L "' "' GIRDER CONNECTOR(S) scAL :34"=r-0' LSTA1220 GAUGE W/ 10dxl/2 HDG COMMON NAILS. Q EACH END TOTAL OF 10 8� Lima= 711CWW 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER LVUIJOIST WITH BACKERBLOCK HTT4 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB & (18) i6d x 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB — LVLMOOD POST CONNECTIONS 5 SCALE: 3/4"=1'lT' A - SIMPSON IUS1.81116 G < 1400 LBS, U < 70 LBS W! (2) 314" WEDGE-80LT/J-BOLT, 6' MIN. EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56116 G <2900 LBS, U <210 LBS W/ (4) 3Wl WEDGE-BOLT/J-BOLT, 6' MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) l0dx1-12" GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/(8) 314' WEDGESOLT/JAOLT, 6" MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 E -SIMPSON MIU4.75/16 G < 3455 LBS, U c 210 LBS W/ (8) 3/4" WEDGE-BOLT/J-BOLT, 6' MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL SCALE: 314"=1'-0" SAT MAX (W/1X4) OR IU' MAX OW2X4) le MAX., OR 2x4 BTM. CHORD BRACING 1a-0" O/C MAXSECURED W/(2)1Gd COMMON NAILS AT EACH CHORD INTERSECTION TYP. # 1100 UPLIFT SIMPSON — HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)1/4" x 21/4' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2' COVER & 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4'=1'-0 lx4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN BTM. CHORD BRACING O SCALE: 3/4"=1'-0" PERPENDICULAR TO I -JOIST (2) 2X12 TRL 2r MAX. WI 24" MAX. WI S' MAX. END SYP. P.T. OF S EATHIN I (JOIST JJle OIST SPACING FRONT*DGER SEE FRAMING PLAN TYP TYIP LEDGER END E e e LEDGER BOARD (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO JOLT OR TITEN BOLTSBE USED PERPENDICULAR W/ 2' WASHER & 51/2' LE WITH JJOIST MIN. EMBED. (TYP) PARALLEL TO I -JOIST (2) 2X8 SYP. P.T. 24" MAX. WI 24" MAX. W/ff AX. END HI SEE FRAMING PLAN (JOIST (JOISTPACING TY �,P FRONT LEDGER w END E LEDGER d y" s d e • lif BOARD a �' 2X8 SYP P.T. 1/4"X6' TAPCON a LEDGER BOARD TO W/ 3" MIN. EMBED REAR BE USED PARALLEL TYPICAL LEDGER TO IJOIST 1. ENSURE THAT EXP. SOLTS/J-BOLTSIfITENS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0'. 3. ALL BOLTS TO HAVE WASHERS. 4. EXP. BOLTS/J-BOLTSITITEN BOLT SHOULD NOT BE ANY CLOSER THAN G' O/C. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. FLOOR JOIST LEDGER SCHEDULE MARK I SIZE IBOLTSIZE 8)DM MgIE OWW WAC819 A DOUBLE SYP 2x8 1 114" 1 8" 24" O/C MAX. B DOUBLE SYP N12 1 (2) 314" 1 a, 24" O/C MAX. A FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" 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/5-1/2" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS aWOOD LEDGER DETAIL (I -JOIST) 1 0 SCALE: 3/4"=l'-0' (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3)12d 0 EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0--0" TO 32 a' (1) "X"BRACE 30'-l" TO 60'-0 (3) "X" BRACE (1) "X" BRACE 0 CENTER (2) ")C' BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS— STIFFBACK (ASPER� TRUSSENG) SEE SCHEDULE FOR BOND BEAM RED. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 12" DIA. ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED, AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12ds 6' O.C. MAX CONT. 2x4 SECURED W/ (2) 10d's ® EACH TRUSS TO BE INSTALLED 0 10'-a' O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4'=1'-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. TERNATE MATERIALS 1 SCALE: 3/4"=l'-0' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407.77443078 FAX: 407-774.4'78 www.abdesigngroup.com AA #: 0003325 rM� S b S oxminv. as LOT: ABBOTT PARK LOT #3 BLK #13 PROJECT 04181.00�-03131 MODEL: 3EFB "2447-ROBIE" GARAGE 8WDfG: LEFT PAGE: DETAILS (I -JOIST) 160 MPH EXP. C •` r aw06/14/21 SCALE: 19== S3.1A SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS 8 MPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING = i SIMPSON SPH4/SPH6 BTM. WOIST LVL PLATE STRAPS W/ 10d x 1 1/7'HDGNAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3/4"=l'-0" #8 WOOD SCREWS x 7' LONG C 3" O.C,; STAGGERED AS SHOWN DBL. 2X8 SYP #2 LEDGER. SEE FLOOR JOIST LEDGER SCHEDULE, 10/83.1A 8"CMU WALL q REINF. PER PLAN *' X 6" TAPCONS PER ELEVATION MOIST (SEE FRAMING PLAN) PER ELEVAT O ffi 2.4 P.T. CEILING 24- MAX NAILER W/ MASONRY NAILS a 17' O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PARALLEL 4 TO EXTERIOR WALL #8 WOOD SCREWS x 2" LONG C 3" O.C.; STAGGERED OFF CENTERLINE 8"CMU WALL 3/4" A5 SHOWN REINF. PER PLAN PER ELEVATION o IJOIST (SEE N ? FRAMING PLAN) RERELEVALIgN (2) 2X4 P.T. W/ MASONRY NAILS DBL 2X12 SYP #2 LEDGER. SEE a 17' O.C. BOLT SCHEDULE, 10/$3.tA. 1X2 FIRE-STOP, SECTION DETAIL AT I -JOIST PERPENDICULAR A TO BEARING ON EXTERIOR WALL 4 SCALE: 3/4"=1'-9' PRE£NG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO AT FIRST TWO BAYS 4'-0" O.C. (AT WOOD Q PRESS SEE SCNED. BELOW TG ROOF TRUSS ROOF SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. (TY NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD VATIO BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE£NG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK `2: W/ TRUSS PLAN TRMTOTOPPLATE 5/8" GYPSUM BOARD OR 11' HIGH W/ 1/7' DIA. ANCHOR BOLT W/7'i. 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 S' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's W O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL TOP PLATE • PROVIDE BLOCKING o• SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL BD. AND TOP PLATE ANCHORS W/ 10d x 1 1/P' COMMON NAILS SECURE PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2)10d's ®EACH GE ANCHOR W/ 2' FILL ALL HOLES, DO NOT USE 1/7k9" WEDGE 3" WASHER SET IN HIGH STRENGTH TRUSSIWOOD POST CONNECTIONS TRUSS TO BE INSTALLED 0 101-0"O.C. MAX. 10d x EPDXY 5-1/2" EMBED. MIN. 0 16' 1 Oa 10b 1 OCi OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL ,wmTOPORcaN10craN SCALE: 3/Wll'a' • 'a A - SIMPSON MTS-12 U <990 LBS W/ (14)10d GALV. NAILS. • f B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGTMDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4'k3"SDS, (1) 5/S'° A.T.R. TO HDU4 AND (10)1/4"X 21l2" SOS TO POST TRUSS CONNECTION @ L.B.W. POWTOOLAB CON�C110N 9a gb SCALE: 3W_-V-a' A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6" 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/ 5e' A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (26) 16d x 2-12" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 a b a #tk 6 C v BTJHDIT7 a IA14 ABBOTT PARK LOT #3 BLK #13 PROJWT 04181.000-03131 MODEL: 3EFB "2447—ROBIE" GARAGE 9WING: LEFT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C 4 1 3 10 , UU O LL i.9'-4 X4" v YTOP OF DECK v b IbPEN \/ I /\ N v 20'-0" V-8" SECOND FLOOR DECK PLAN SCALE: 114" - T-0" 1441 N. RONALD REAGAN Bl LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigrvgroup.com L AA #'. 0003326 b � � O � r�r BLTHDIV de LAT: ABBOTT PARK LOT #3 BLK #13 P3 O"" 04181.005-03131 MCDELa 3EFB "2447-ROBIE" GARAGE BVnNG: LEFT PAGE: SECOND FLOOR DEM PLAN 16 EXP. C r , DAR M 06/14/21 BCALM: i/$ = 1'-0" B*XMW S4 LAP TOP PLATE A MIN. OF 46'� AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O.C. BTM. % LAP TO OCCUR OVER STUD g m � 3/4" DIA x 8" MIN. EXPANSION, BOLT W/ 3x3 OVERSIZED WASHERS PLACED 16' O.C. 4" MIN. CONC. EMBEDMENT 2x HEADER SEE PLAN FOR SIZE AND QUANTITY PROVIDE lx WOOD OR 1/7, PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ t6d COMMON NAILS, 2-ROWS, 6" O.C. SHORT 2x STUDS BETWEEN HEADER ABOVE AND FRAMING DIRECTLY ABOVE WINDOW xg. ECTM i�rA I SHORT 2x STUDS BENEATH WINDOW SILLS 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS b a W/ (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR END SIZE AND QUANITY PRO OE I WOOD FILLER(S). NAILS ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' SIMPSON H10A W/ tOdz 11/2" O.C. GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 ALL HOLES OR SPH8 TOP & BOTTOM W1' MIN. TOP PLATE SPUCE STUD PLATE TIES W/ 10d x i AND NAIL W/ 15d COMMON 1/7' GALV. COMMON NAILS ® NAILS, 2-ROWS, 4�' OO.C. (AT EACH STUD) FILL EVERY HOLE. DO NOT USE - 3' LONG NAILS b BTM. MEMBER OF TOP I PLATE SPLICE MUST LSTA18 W/ 10dx3" GALV. COMMON (1) 2x OCCUR OVER STUD. NAILS, (7) EACH END TOTAL OF 14 -4" NAILS. APPLIED TO INSIDE FACE FLAT TOE NAILED TO TYP. ONLY FUk17244 JACK STUDS EE SCHEID OR # STUDS NDER B EADER SEE SCHED - FOR # FULL EIGHT 2x STUDS 1" 4" 3X3 OVERSIZED WASHERS PLACED 4" TYP. TYP. 32' OIC 6" MIN CONC.EMSED. TYP. 1&' MAX DBL. TOP PLATE CONT. (3) 2112 HEADER PROVIDE 1/2' PLYWOOD FILLER(S). NAIL DBL. TOP PLATE ALL TOGETHER W116d CONT. COMMON NAILS, 2-ROWS, 6' — — 2x6 BLOCKING FOR SHUTTER O.0 & INSTALLATION. PROVIDE 1/2' E R N PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' O.0 ilk (1) 2.6 FLAT TOE NAILED TO JACK STUD 2x NAILED INTO INSIDE AND OUTSIDE PLY OF FILLER BELOW W/16d COMMON NAILS, 6'O.C. 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 117 PLYWOOD FILLER(S). NAIL ALL TOGETHER W/16d COMMON NAILS, 2-ROWS, 6' O.C. SINGLE BTM. PT PLATE LAP TOP PLATES AT CORNER, 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d NAILS EACH END 16' MAX. (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3' O.C. (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2)2x6 (3)2x6 (2)2z8 (3)2z8 (2)2c10 (3)2x10 (2)202 (3)2xl2 9IWlPII=*W0A 9IWS?A=*3r0A 0 - 2 ft a 0 O w Y < 2 2x4 2 2c4 2 2c4 () 4 ( ) 2z4 SPAN KINGS SPANKINGS (2) (2)216 (2)26 O (2)2x6 (2) 2X6 (3)2x6 3-4ft 0-2ft 3-4ft 1 2 0-211 3-4R 1 2 2x4 2(4 2 2z4 2 2z4 2 2x4 (3)2z4 (3 2x4 26 2) 2) (2) (2)2x6 5-6ft 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 2 2x4 5-6ft 3 5-6ft 2 2x6 2x (2)2x6 (2)2x6 (2)2z6 7-8ft 3 7-BR 3 2z4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 S-tOR 10 -12 ft 5 5 9-10R 10 -12 ft 3 4 2x 2x6 6 (2)2x6 9-tOft 2z4 2x4 2x4 2x4 (2) 2x4 (2)2.4 2 2x4 2 2z4 2x6 2x6 2X6 2X6 2x6 10 -12 R 2x4 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2x6 2x6 2x6 ;em TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL 1 SCALE: 3/4"=1'-0" 16" MAX. PROVIDE (3) STUDS @—" "--NAILSTUDS CORNERS LAP TOP TOGETHER W/ / —NAIL STUDS— —PROVIDE(3) STUDS TOGETHER W/ CORNERS LAP TOP PLATE MEMBERS 12d 0 12" O.C. 12d 0'IZ' O.C. PLATE MEMBERS PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS G �/ PLYWOOD SHEATHING, "ROOFNVALLIFLOOR SHEATHING CORNERS LAP TOP SEE "ROOFNVALIJFLOOR FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER 16 MAX SCHEDULE" PLYWOOD SHEATHING, SEE "ROOFNJALL/FLOOR SHEATHING FASTENER SCHEDULE" C2 D STUDS ClPROVIDE EXTERIOR MASONRY (3) 0 / WOOD CORNERS LAP TOP CONNECTIONS PLATE MEMBERS PLACE 30# ROOF FELT BEHIND 2 SCALE: 1 lr2'=l'0 VERT. STUDS SO AS TO NAIL STUDS SEPARATE WOOD AND TOGETHER W/ MASONRY/ CONCRETE (TYP.) 12d 0 12" O.C. 12" DIA. SIMPSON TITEN IQ" DIA. SIMPSON PLYWOOD SHEATHING, SEE —� BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED TITEN BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED "ROOFNVALUFLOOR SHEATHING CELL, 6' FROM ENDS AND CELL, 4" FROM ENDS AND FASTENER SCHEDULE" 16' O/C, VERTICALLY MAX 16' O/C, VERTICALLY MAX C3 NAIL STUDS TOGETHER W/ 12d 0 1Z' O.C. SHEATHING ONDl INTERIOR OR m A B EXTERIOR OF Al WOOD WALL (1) 2x TO BLOCK ON 2x4 WALL PLACE 30# ROOF FELT 2x TO BLOCK ON 2x4 WA (2) 2x TO BLOCK ON 2x6 & 2x8 WALL BEHIND VERT. STUDS SO AS (1) (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: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.com 46 AA #: 0003325 ffi¢ Q C 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407.774-6078 FAX 407-7744078 www.abdesigngroup.o m L AA 8: 0003325 t i C VII ocg I oxmz,rV. a LOTt ABBOTT PARK LOT #3 BLK #13 [PROJWT# 04181.00 -03131 acoDzu 3EFB "2447—ROBIE" GAM&GE SWING: LEFT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH E C SECOND FLOOR DOWEL PLAN SCALE: 114" = V-0" FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x i 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 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 kZF, 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 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, HEADER SCHEDULE MARK DEACROrrM REMARK tO (2) 2X8 © (2) 2X12 BEAM SCHEDULE RaRM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I 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 f. (pal) SIZE REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING B81 MASONRY 3000 8x16 (1)#5 (i)#5 N/A GROUTED SOLID B82 MASONRY 3000 Bx8 (1)2 N. GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES =. m BF8-1T/OM/08 � SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" - 1'40" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 m O atnmry as r oTt ABBOTT PARK LOT #3 BLK #13, PROJECT 04181.00 -03131 MoDErs 3EFB "2447—ROBIE" GARAGE aMII1G: LEFT 1 PAGE: SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. 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 1l2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od 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. S. 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 (M 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'-W, FINISH FLOOR. UNLESS NOTED OTHERWISE. TRM MANUFACTURER / ENGINEER NOTE& 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2xS 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. ADD SYP NO. 2 4'-0" LONG S( TO BOTTOM CHORC 1Od NAIL, 2 ROWS, 3" ( CJ1 IIuFF I q I N EJ7I I I I I J1 CJ3 x p p N n n x n e e p x p p p nx CJ3 5 R CJS CJ5 1B A5G 1,18 y�Q �es��ssem.aeeaa�es�� -ae.mT uem��a ae.esaeseee.aa�es.. -e•. ee �eeve °Oktf e Y'' V 09 gy.p t TR .za" _Y'EdUSirr'% O m� �' — a e a i a tom— a eeeei a i eeaes a a eeesaae�a s�s e Q �e as®esaesa aev�s ®m e.a.e�e mae�.etse .e� �. e asss m ee� e ee.a s ear s� e� e� e vest a seam a st� t_ e k g O ,Np� I I I I . aee�aae�.�a®e�. sae�a �.s_el: eeeesa z p 0 2X8 ems. sel.ie3: � a ° AD[ �� I .,.ewe .e�.,o la-—eeJ.e� yaa�L:�. TO a( 1B A5GA 18 a LA1 .�1r I p p a CJ5 1A � I B2G;EJ6J N CJ3 iD J_ CJ5 CJ3 11 N N N y - I p CJt I EJ6 I I u CJ3A N n CJ1 NA CJ7 v ° N to ROOF FRAMING PLAN SCALE: 1/4" - 1'-0" ) SYP NO.2 2X6 I" LONG SCAB BOTTOM CHORD W/ NAIL, 2 ROWS, 3" O.C. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 q S b 0 C e 5LL . 9 8VHDIV. & W ABBOTT PARK LOT #3 BLK #13 PROJECT 041 1.006-03131 MODEI& 3EFB "2447—ROBIE" GARAGE 97►MG: LEFT PAOM: ROOF FRAMING PLAN 160 MPH EXP. C 72, Dr'pA OB/14, BCA=: 1/4• = f—o" 9164 i�T s6 GABLE -END �� ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 57.40 PSF (67.40) ZONE 3 = 65.80 PSF (75.80) ZONE 2e = 85.80 PSF (75.80) ZONE 3e = 75.80 PSF (85.80) ZONE 2n = 75.80 PSF (85.80) ZONE 3r = 90.80 PSF (100.80) ZONE 2, = 75.80 PELF 1 5.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: -1- 0.18 ROWDIA FOR ASPHALT SHINGLE ROOF, USE MIN 19/37STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 19137. STRUCTURAL SHEATHING EXP 1(4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE IOd RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2,14 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DI0. TENSILE STR. SHANK ASTM 10d RINGSHANK, 2lrZ' 0131 F1667 SCR HANK 170,000 RING 16R RINGS � RSRS-03 8d RING SHANK, 23l8" 0.113 F1667 SCREW SHANK I ER NCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/6' 0.113 F1667 RSRS-01 SCREW -NAILS EXTERIOR SHEATHING USE 12" CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT W O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ROOF 8WATHIM ATMOF*MW WAGNO ZONE 1: 1 Od NAILS a 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 1 Od NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD MM ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 BD RING SHANK GUN NAILS QYOC. TOP & BOTTOM EDGES 1¢® yo S FXT CHFATFIING ATTAr.HMFNT RAFTER OR TRUSS—� ROOF SHEATHING , .—__.I, 1, I BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALLBRACING FOR GABLE END FRAMING S=GABLES-DROP GABLE END & (1) ADD-L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING G 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 21 BLOCKING PER NAILING SCHEDULE 10d RING SHANK GUN NAILS . SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING �#g Z' DECK SCREWS ® 6'4" O.C. MAX G EDGES & 17O.G. MQX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING I YP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS OENEM NOTE ALLAGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33C3W. MAIOMUM AGGREGATE SIZE SILLL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 8%NIT ENTRNNED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES Of CONCRETE ARE TO BE CHAMFERED ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318.14, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND MODULUS OF CONCRETE, 7MS 40EMBE 18 AISI SPECIFICATION FOR THE DESIGN IO FOR COLD -FORMED COL0.FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-18 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. RE ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL A PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES PRESSURE = TREATED. SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM-WOM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, 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 EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AG 347 LATEST WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT MIXISOM EOM THIM PIL" 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 yyEi nen II�IRE 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 Al 0641AI 064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE W= TRUSSES" THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION AC I TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS THE NFPA. TRUSS DESIGNS SHALL SIGNED AND REQUIREMENTS AND SLAB-0N-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP ORANANG3. ENGINEER REGISTERED O 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. N E REBAR SHALL BE ASTM A615A615M GRADE 401N CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448IA446M, 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: WI THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES ACCORDANCE WITH , "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL D STANDARDS FOR METAL-PLATE-OONNECTED-WOOD TRUSS CONSTRUCTION:, AND 'SCSI LATEST EDITION' N:, A ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pBf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD nppm m—A REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 26' #6 BAR - 3T WOOD TRUSSES. 10 psf BTM CHORD non-conwrrent #5 BAR - 30" #7 BAR - 47 TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36"x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSMASCE 7 88: 1990. 16 pef TOP CHORD psf TOP CHORD (7 psf ASPHALT SHINGLES) (1 psf WING GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 BTM CHORD 5 5 pcf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: tops} MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 80 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 020) EXPOSURE C, RISK CATEGORY IN (FBCBLE INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC NATO LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE NTS: AND DECKS: : 40p GUARDS AND HANDRAILS: GUARD COMPONENTS: 50pef, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL OFILL N SUE, VEHICLE GARAGES: SOpef, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30per, STAIRS: AGE PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pef �" 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 DRAVVM FWEW: "SPECIFICATION MASONRY STRUCTURES" (7MS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT, MANUFACTURED IN CONFORMANCE WITH ASTM CSO, GRADE fm = 2000 PSI. B LOCK 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 DRAVMNGS 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 PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 26 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS 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 SMALL BE PLACED WI A SLUMP OF 8' TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 FOOTING PL TYPE'M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB R SMALL BE COMPACTED A DRY DENSITY OF AT LEAST THE SHALL BE O THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO A 7. THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE MATH ASTM D-1557. TREAT ALL MAXIMUM Y BE CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION, FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY REINFORCING, SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL 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 5jjn)CTtjpAEL BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SMALL COMPLY WITH THE TE: CONCRE9TH SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: EDITION BY THE AMERICAN INSTITUTE F STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM T O A38/A38M F = 36 kd FOR ANGLES PLATES AND WSHAPES STRUCTURAL TUBING SHALL BE ASTM 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-0N-GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' N- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94C94M OR MEASURING, MXING TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPW WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES 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. R SMALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SMALL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGANST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) B. FOR CONCRETE EXPOSED TO EARTH ANDCR WEATHER 1-ta' FOR #5 AND SMALLER 7FOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-112' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS Y A500/A500M GRADE B F = 48 kel. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE BTYPE E OR S F = Y Y 351mi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL FASTENER SCHEDULE WIND WAND DO R BUCK FASTENER FASTENER APPLIGTON SIZE TYPE 9PAdNG REMPRx3 PPPLIGMMJ SIIf 1VPE 9PAtlN0 Po=MMK6 —TNRRINGTO MASaJRY/GONG. CASE HARDENED COIL NML11Yl LONG. B-� GMAOEDOORBLCN TO MASONRYA>OFK tM'p4 NO WASHER TAPCON MASONRY FASTENER B OH: 11?EMBED.,d•EPOpST., 11/C EDGE pST. 9G EXT000RS CA.111 ENEDCgL 8"aC WIND]WIDOORI FASTENED OAR AGE DJDR &ILK 31S"pA OR 1 EXPANSION Bq.T ie'OIO 1B" ( dA) <"EMS—E ENppST, w T. SEE NOTES T. +W+NDoweuac NAIL 111Y' LONG. STAGGERED INTO MA�NRVrcONC TO MASONRYICONC. �, WASHER SF 3C' aC I111 dAl 3"EDGE DI3T CASE HAROpveocaL V— vANGovnaxwl FASTENED MErA1 S—p To CONTACT THIS ENGINEER FORS ACING +. PT, SEE NOIEB NAI 11 LONG. STAGGERED INTO MASONRwCONG MPSONRY/GONG REQUIREMENTS E%T.9W+NG WOR r-0BNddA •TAGCON` I - EMBED. S"EFD. NGNBEAPoNG NVOD P/Y EXPAN&ON ,SEABED /•ENO 3f OC BLKxvPT. SSE— NO WASHER Fg9TNFA P� d3T,11lY EDGE dST. WALL TO CplC. 9lA0 W/Wg3HER BOLT pT.,TFDGEd T. h PT1N00\Y BIIOIt 0.188"PKI$1/T S'QC l•ETAdeTST PT N91EftCOL., BEE �&1� GOERW EDGE ST d NOTES 9TA I STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP SHALL BE HILT/ X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE HALED AND 3 MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.a bde6lgngrou p.coln AA N: 0003325 yO lb 9 C BVRDIV. de LOT ABBOTT PARK LOT #3 BLK #13 1pRoj= 04181.0M-03131 MODBL7 3EFB "2447—ROBIE" GARAGE 6WING: LEFT PAGR: DETAILS 160 MPH W. C Ig 06/14/21 CJ%=: 1/4" = f-0= � S N1 Of i © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MA; 70 STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FAS( nGTAn A t-ASL:IA 70 STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) J' MAX: nI=TAII n J-L:HANNLL FASCIA BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING RUSS/JO A WOOD [BlY OTHER D BY OTHERS 7OSTAPLES INSTALLED EMB. THRU SOFFIT AND 1X2 WOOD BATTEN J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLES INSTALLED OFFIT 10 12" O.C. MAX (INTO 7QWOOD) IN J-CHANNEL J-CHANNEL Q3 DETAIL B 30 V SLOT J' M,oX J—CHANNEL FASCIA 12 BATTEN STRIP ANCHOR r2X2 WOOD BATTEN 10 1 Od NAIL AT EACH TAPLES INSTALLED 77 TRUSS/JOIST/ RAFTER 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, BATTEN ATTACHMENT FASTENER SPACED 24" 7OSTAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS FFIT O 111X2 WOOD BATTEN 70 STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT --I ® J-CHANNEL f, n=TA u G J-L:HANNLL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION --SPAN 'L'--+t, SPAN SEE DETAIL'A'--' SEE DETAIL'E" — EAVE CROS"ECTION SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) SEE DETAIL'D' *OFF77=4. SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL J-CHANNEL @ WALL AND FASCIA END WOOD BATTEN @ Q S t(2) NSTALLATION SCREW, BATTEN ATTCHMENTFASTENER SPACED 24"MAX O.C. STAPLES INSTALLED @ 2" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) Q J-CHANNEL f" I DETAIL C J—CHANNEL BY OTHER 2-1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO Q WOOD) IN J-CHANNEL _ O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 'tlt; i •zf?;zczEi;:;.•i�:z iz iiij=:• 3.519 (EAVE ROOF WIDTH t;z;==i=•j>. f ••.i 375 375 _•�• �z, f .4 3.625 3.625 66 OVERHANG) . 5 \ OS .03 12 CONCRETE; sA CMU OR WOOD —V— 1%—� (NOTEA) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 144i N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.7748078 FAX 407-7744078 www.a bdealgngroup.eom AA #: 0003325 o su=rV. as L02 ABBOTT PARK LOT #3 BLK #13, PFAJ=T 04181.006-03131 1[ODEIs 3EFB "2447-ROBIE" GARAGE BTaNG: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C