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HomeMy WebLinkAbout7562 Broad Pointe DrV fA 70Uzf-0nAD-ALLnA A C1 Tf� A Tip A T� 1T T� 17 9 9 HOMES 1-101 � 1�A��' ----i 12602 TELECOM MRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -RDMA MmulG CODE, EgsMg THAT, A/C ARLAM. LAVATORY DATE DESCRIPTION ���� cONSTRIICTION DOCUMENT9 ISSIIEO ARCHITECTURAL SHEET DESCRIPTION 7TH EDITION (�) -ALL LOCAL AND STATE CODES NC ADI. ALT. CO ADJUSTAHIONING ADJUSTABLE ALTERNATE MUM. M.C. MFR. LUMINOUS MEDICINE MANUFACTURER 02411/8 PLAN MAINTENANCE DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -OCCUPANCY - RESIDENTIAL, GROUP R3 'CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH -EXPOSURE - C -1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AMP. B. CL CAB. CLG. CLR. CONO CPT. CPT. D. DBL. AMPERAGE BOARD CABINET NE CABINET CEILING CLEAR CONCRETE CARPET CFRAMICTILE DRYER DOUBLE MIN. M.T. MTD MIL. N.T.S. G.G. PL P.B. M. PIT. PLYWD. MINIMUM METAL THRESHOLD MOUNTED METAL SCALE ON CENTER ON PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PG CS —COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN OM&" REVISED LINTEL 612E • ENTRY 0B/tUl9 ADDED LED LKaHT8 TO KITCHEN a BATHROOMS PER MARK BOWES I0n5/IS ADDED 15m'D Larour ADDED 01°T. 8.0 CEILMG HEIGHT ®V01n0 r:EPL,scEusPcororECTORauarHSlrm6oHcor�EcroR6 04mn0 OPT. W-O' CLG.HGr.- REvISE ARCHWAY HE04T6 01/01/21 2020 FBC UPDATE AND STATE CODES AND DA. DIM. DISP. UP. DR. D.S. DTL. D.W. EA ELEV EQ DIAAMETER`� nIMENS DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL �;. R. RAn. REFS RM. R.O. SC. S.D. S.H. SHT PAIR RISER RADIus REFR�EaA`TORLL ROOM ROUGH OPENING SOLD CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET PG Pl—PLUMBING PLAN PG MI —MECHANICAL PLAN PG DI -DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WA1—WALL ASSEMBLY DETAILS 03/03/21 ADDED SOFFIT DETAILS STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA y SQ.FT. CALL, S LIVING I,504 S0. FT, GARAGE 3W SQ. FT. ENTRY 31 SQ. FT. AR No. 93723 LANAI Biz S0. FT. EXIT. EXT. EXHAUST EXTERIOR CLASSA SITING SHWR. M' SHEATHING SHOWER SIMILAR PG WA2—WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. TOTAL 2)VII SQ. FT. F.G.' FIN. FL R FLUOR. FUEL FINISH FLOOR FLUORESCENT s SL.GL. STD, SWS SLIDING SLIDING GLASS STANDARD SHEAR WALL PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 FRG R. GA. GAR DISP. OFT. GL. FRENCH GDOOR GAUGE GARBAGE DISPOSAL GROUND -FAULT FPTER CIRCUIT GLASS TEMP THRC. THK. LOp. QS. TYP. SECTION THICK TOP OF CURB TOP OF TOP OF SLAB TYPICAL PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS STRUCTURAL SHEET # DESCRIPTION PG S1—FOUNDATION PLAN PG S1.lA—DETAILS GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPORPROOF HDR. HEADER W. WASHER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER HOT. OR HT INSUL HEIGHT INSULATION W/ WD WOW. WITH WOOD WINDOW PG S1.1B—DETAILS THE BUILDER ASSUMES ALL LIAEIIJTY FOR NTE IRPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR W.I. WH WROUGT IRON PG S1.2—DOWEL PLAN IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S2.lA—DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S2.2A—SAFE LOAD TABLES BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3—FRAMING PLAN CLARIFICATION. PG S31A—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG S3.1B—DETAILS RN,s IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG SN1—DETAILS RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFYs HAVE PG SD1—SOFFIT DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 , y a N b avaDIV. ae LOTh ABBOTT PARK LOT# 28 BLK. 12 PROJECT# 04181.000-28121 MODELe 3EAB "1504-ALLEX" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C 11 DATE.. 06/14/21 SCRIM: 1/4"=1'-0" SHEET cs GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SIRE WORK T. 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 HERERSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. T DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 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.: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND IT ATTIC AREA BY NOT 6 S C 0 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-CEfLING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 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, LINO, 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." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Ye"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-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) 1 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774407E www.abdealgngroup.com AA #: 0003325 � r 8�55 SLTHDIV. & LOT ABBOTT PARK LOT# 28 BLK. 12 PROJECT# 04181.000-28121 UODE3W 3EAB "1504-ALLE)C GARAGE SWING: RIGHT PAGE: GENERAL NOTES %160 MPH MR C 17 11 DATE: 06/14/21 SCALE: 1/4"=1'- 0" SHEET G 1 V �T 5'-4' 3'-4- 10'-4' V-4' 2'.4' 24'-8' 20'-0' 3052-SH EGRESS 3052-SW EGRESS HB WC. a? < aFBE�DR�OOM 36'x UR. PAIN ti� I f l 11 ➢G I BEDROOM CL #2 � U I • BATH#1 I > 8'-0' CG. LAY. LAY BEDROOM#3 I I W-0' G.G. °� I I v c.� Quj .,w COATS 3 b 4' I + i.: 9 m m - L- J GARAGE W-V I s a 22-4 I WiC. I ---' m b2 BATH#2 8'•0'MG L- -- HALL til>2 0 8'-0' CLG. RANG b20 I I - I 8 `? 2'-4' � BOLLARD '? AS REQ c0 PERBLDG. CODE 1 i 1 ep m TUB/ - J --- IR-18N e - '�' .9 LMNGROOM Al 18'-0' v_v CL& X I� LANAI o e o I OPT. 0 CLG. n u 20 MIN WH. c 2-e a UN. a IIIWIIIIQ I[] III 111111 ----III - I!. '---=-� r----, .OPT•; T o s m e 8'-4' 2'-4'2'-10' `� 5'-b' 2' 1'-4' II v DMG ROOM v I"` AS�H 8'-0' CLG. I POYER 8'-m' CGcCENTRY 3052-8H (2) 3052- v '-4 4'-8' 14'-4' I6'-4' 1 18'-4' 1 5'-4' '-4 1'-0' 23'-8' 41 4'-4' 23'-0' 71 FLOOR PLAN SCALE: 114 • I'-C' NOTE: -2-8 LOUV. 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 $HALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/6' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. SQ.FT. CAM'S LIVING 1,504 SO. FT. GARAGE 3W 50. FT. ENTRY 31 50. FT. LANAI 86 Sa FT. TOTAL 2011 50. FT. MASONRY / FRAME WALL LEGEND 8'-0' BLOCK WALL LIND ON PLANS BRG. HGT. VARIES 4' INTERIOR LOAD BRCS. WALL UNO. ON PLANS 0 4' INTERIOR NON LOAD BRIG. WALL UNO. ON PLANS -ALL INTERIOR D09M TO BE 6'8' -ALL EXTERIOR DOORS TO BE 8'-0' UNLESS NOTED OTHERWISE caraea wo a�aDNo woo LOA08 N�DTT� amm n06 801NIIMDINb RsIMR(8 MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING 18 5 36/-41 DR. MIN. CRITERIA SGD. MIN. 41 5 34/-43 CRITERIA 16010 O.H.D. 112 5 31/-38 12NI2' SOFFIT I 5 313/-4%-J BASIC WIND SPEED MPH - 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OONIf10Lpy1TE. C 7 Ir TOP PLATE 0 BAR DETAIL 1 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 1 � WW S r R �, III aril 1n W E 0 S G avaDIV. as LOT ABBOTT PARK LOT# 28 BLK. 12 PROJECT# 04181.00 —28121 MODEL' 3EAB "1504— ALLEX" GARAGE SWING: RIGHT PAGE: FLOOR PLAN 160 MPH E . C 11 DATE: 08/14/21 8CAL.E: 1/4"=1'-O" 81MET Al FYPON BRACKET - — - — - — - — - — - — - '/-15'-10' SLOG. HGT. 5KTIIXI1 OR EQJIVALENT 4' FRIEZE BAND (TYP.) SHINGLE ROOF 12 SHAKE SIDING AS �b SPECIFIED (TYPJ 4' RAISED 6' TRIM BOARD BAND (YP.) BANDRAISED I . — .1 1 11 11 1 11 BANDISED S'-0' BR3. HGTI$ rm! - -CH •. CI ICI ICI --- - 41 RAISED I�1'�II�11�1 0'-0' FIN. FLR _ FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH b 11 OFF RIDGE T OFF RIDGE T REAR ELEVATION SCALE: 1/4 . I'-V TEXTURED FINISH 8'-V BRG. HGT. ,�8'-0' 5F2G. I-GT. V.0. ❑ ❑� I I I-0 I I El 4B I I I I 0'-0' FIN. FLR_40�- - _-_-_-_-_-_-_-----_-'-_--- _---'------'------- -'-- - ----- , - �`0'-0' FIN. FLR OFF RIDGE VENT I 4B I I A I IF-1 ro it I I I I 0'-0' FIN. FLR I I •!� LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH II OFF RIDGE VENT RIGHT ELEVATION SCALE: 1/4 . T-0' TEXTURED FINISH 8'-0' BRG. HGT, --__-----.--------'�__- 00 0 AREA OF ATTIC = 2232 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2232/300 = 7.44 = 1071.36 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER = .SX 1071.36 PORTION OF ATTIC = 535.68 SQ, IN. (BALANCE TO BE PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 S4, IN. PERVENT TOTAL OFVENTS REQUIRED 4.65M TOTAL#OF VENTS PROVIDED = 5 BF;*. HGT. 46 I I I I I I 1_ 0'-V FIN. FLR LOUVER DETAIL A SCALE. 1/2.I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J I IIh 70 p BUBDIV. Aa WT• ABBOTT PARK LOT# 28 BLK, 12 PROJECT* 04181.000-28121 MODEU 3EAB 111504- ALLEX" GARAGE 3WING: RIGHT PAGE: ELEVATION 1. DI. %160 MPH EXP. C 17 BCAI"E: 1/4"= f - 0" A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES DSV OUTLET 20 AMP "41.1 POLE IIOv OUTLET IIOV OUTLET � OreulrOrcHUM1LT WARD ro � wl IIOV OUTLET NHiSFGD WM]RD FALL I'Eumm (TAMPER RESISTANT TYPE) 220V OUTLET (4) SIRE CONIECTICN .�} UILpI� EXT. WATERPROOF GRAM FAULT CUTLLT NTEMIPIER GUTCN OUTCH S-my OPER �4 SWITCIN 4-WAY OFER WALL MOU11® LIGHT CEILING LIGHT © LED CIA LIGHT LED VAFOR ©vfp FROM LIGHT @ VF VAPOR FROM LIGHT @ BLOUSED CAN eVmT. FAR 1 OM PLR sO. PT. VINT. PAN UULIGHT I CRt FLR sG Pt. l RXMISE [SPEC'$ TOP) By BUILCER RUORESCENT WRA• ® D Ra2 ND AROUN "-BULB ~ (SURIkZ MNTJ AM" 2' RauxiESCB'1T 4' FL1101ESCIVNT 8O C W TRACK LIGHT PANEL sibMETER OS.D. sra2 OETLCTOR BASILUSRd1EE M LWW GATT. IAQ -W- rMWALL WICKS DETECTORuAlsom ELyA�IIEIE ®Ca= S/CO 070E DETBCTQI OO'b0 NTER CTED SMALL BE A DRSTANCE OF NOT LESS THIN 4- FROM WALL PBDANT LIGHT Il\ NATURAL GAS ► TSLERI@E JACK 14 WATER HEATER DISCO14 CT , 77— AR DRecO'$aM4Scr SEE AW ON THIS SHUT TELEVISION JACK eEw Lox i0 a SIlFORItD N O J-LOX ACCOICANCE uv Box MARKED A, ETCH FOR ILNG LOX MCNIFOU CIILING PANM1.IGNT TO BE SUPPORTED N ACCORD A1NDE UV am MARKED AS SUCH FOR INWECTION pnan 24• PIrOVUC NT LENT STRIP cn�q 28' NCANDESCBNT LIGHT $TRIP nnnnonnnn W, s/CANDSOCEW LIGHT STRF FLOOD LIGHT KP OPT. SECURITY KLYPAD HE Ps, FU$H-WTTCN FOR CHIP" use PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS N PANS TO BE VERIFED • HOhEdWER PRE -CONSTRUCTION MEETING • ALL 0 N 2O AMP BRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF POOR 17H EDITION r2AN0) [NFL 710Y1 7d1 EDITIaL • 20 AMP DEDICATED LAUNDRY GIRDNit. • OR • ISLAND (NOT CN KITC/EN C1ICUIT, • 016WASIER DI6CONNE.CT TO BE LOCKOUT N PANEL • BATHROOM EX<[AWT FAN TO HAVE MN CAPACITY OF SO ORI NTLR9TTBR PER ELECTRICAL FROHNONS OF SECTION M0013 FJSCR TTN EDITION []0201 • LAUNDRY ROOM RECIPtA,CLE OIIA.L BE GRdeD FAULT CIRCWT-NTCR IRTER PROTECTION FOR PEIRONN L ON FEEDERS • MIRING PERIOD $WALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF • ALL WOW TO COMPLY UTH EL OF THE �,T14 LD [2070). CO SERVAT EFFICIENERGY EDITION R4011 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WTN ELECTRICAL PROVISIONS OF THE POOR 1T14 EDITION [2 NO). LOCAL. CODES, AND ALL LOCAL FOULER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THLN/THLN UNLESS NOTED OTHERNSE. POUER COMPA TRANSFORMER GRADE PROVIDE E0 AMP, 120440 VOLT, 1 PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE D "1 COPPER (CU) N 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE S 2/0 ALUMINUM (AL) N 2" DIA SCHEDULE SO PVC - CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE UTM THE ELECTRIC COMPANY PRIOR TO BID. I I I I I L I LED LIGHTING @ SINGLE LAV. BATH •1 PROVIDE 11/0 CU, TWIN • Ps CU IN 2• CONDUIT OR 3 "AL, THEN • Sir CU N 2' CONDUIT OR 2/0 AL. SER !CONDUIT TO TERMINATE ABOVE SOFFIT • OVERNA%W COM-1. ON eeRYICE 60 AMP DDISCOMJECT SMTCN AND gOd40 VOLT ELECTRIC METER IN 11 SE NEMA 9R ENCLOSURE PANEL BOA/2P TELEPHONE SERVICE PHONCABLE TELEVISION ENTRANCE SERVICE ENTIRANCE EG IPT'ENT EQ IP INT NMRSYSTEM BONDING TERMINAL AT LOW VOLTAGE COMIEC IOW 1 •4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE POOR TTH EDITION f20202 S/W DIA X S PT LONG COPPER CLAD GROUND ROD L L I - \--------- —I LED LIGHTING @ DOUBLE LAV. BATH 9 I BATH #I I PRE -WIRED I/ CLG FAN PRE -WIRED / � �_` CLG FAN BEDROOM E sD L L HOO WIRE W/ O #1 OUT PUTT T M FRO iBEDROOM N ---------� GPI Q GFI I I ® TV I CEILING MTD. I I I I��4 siCO LLI LIGHT TO BE I I INSTALLED, I PROVIDE J-BOX FOR li `� FRE-WIRED I' L _ L, I OPT, FAN CLG FAN Wl—� --/- I I OUTLET F LIVING ROOM DISHWASIOR I RTfCHHd I LANAI 1 WP GPI L--__ — qp ip • ND I q DIlVING ROOM __L I METER FIELD VERIFY LOG. OUTLET • 48' AFF. WALL MOUNTED • Q KEYLESS LIGHT W/SWITCH IN _ FIXTURE ATTIC f I GFI GARAGE ' I IDOOR GA ww., 1 U' All 1 0. ELECTRICAL PLAN SCALE, 114 . F-0' OPT. COACH LIGHT I I � I I M I M II I I / I I ' a I I I I I I I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-8078 FAX: 407.7744078 www.abdesigngroup.com L AA #: 0003325 J R MISS r7 s Moll sla v SunDIv. d$ LOT: ABBOTT PARK LOT# 28 BLK. 12 PROJECT# 04181.000-28121 MODELA 3EAB "1504— ALLEX" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C 17 BCA M: 1/4"=V-0" WMET E1 GOND PLUMBING PLAN SCALE: 1/4 • 1'-V KIT VTR A PLUMBING RISER d N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 0: 0003325 g R 9 IM M§ 8tmDIV. & LOT: ABBOTT PARK LOT# 28 BLK. 12 PROJECT# 04181.000- 28121 MODEIU 3EAB "1504-ALLEX" GARAGE STfMG: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C 21 RDIT DA 06/14/21 SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. 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 FAB 4 MASTIC. AND INSTALLED AS PER FBC ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NPPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER PBC NTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC NTH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC ITH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC NTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH OBF BOOSTER PAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. SCORIATED NICKEL FIN, FLOOR BRONZE FL. PL. OR WALL BRASS PLUG �--FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPT[/SPEC FLOOR SLAB CLEAN -OUT (TYP.) COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING rEXTENSION E SPEC. 'XS' CONC. ING OR TO SOIL WASTE AS QUIRED NEXT. GROUND CLEAN -OUT (TY�PN.) LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR (D THERMOSTAT ® PASS-THRU AIR GRILL ATTIC AIR SUPPLY) I� 11 AIR EVAP. ALTE LL WVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC.-, CONDENSER W/ (2)-3A6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP EXTERIOR WALL OR EQUAL AIR RETURN 4===SUCTION AND LIQUID 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) REFRGERANT LINES °SXI I/4' SHT. MTL. SCREWS CONDENSER UNIT EXTERIOR WALL CONNECTION TO PAD y 3/4' PVC CONDENSATE DRAIN LINE PVC SLEEVE TO LINES BELOW BLAB NOTE' MAN COND. DRAIN 3/4' DIA 1 OVER HEAD • 12' FROM STRUCTURE T REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER 'q'VFBCR -ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS MECHANICAL PLAN SCALE. 1/4 • I'-0' .1 N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 y � t 6 BUHDIV. , LOT ABBOTT PARK LOT# 28 BLK. 12 PROJECT# 04181.000-28121 MODEIt 3EAB "1504- ALLEX" GARAGE 8TnNG: RIGHT PAGE: MECHANICAL PLAN %160 MPH EXP. C 1t 241 DATE: 06/14/21 SCALE: 1/4"=V-0" SHEET M1 2X4 TOP PLATE PLAN Y PRE -FAD TRUSS 1/2' CLG. BOARD 1/2' DRYWALL � T`rr SECURE BT. — PLATE TO SLAB W/ Od MASONRY NAIL 0 32' O.C. MAX FIN. FLR 2X4 WOOD STUDS 024' OZ. SLAB ITIONS SUPPORTING HUNG PLUMBING RES AND WALL 4ETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. 1 TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'•I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT� AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER 1 -0 ELEVATIONS TYP. OR VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY v-0' FIN. FLR� 5/S' GYPSUM EI OR 1/2' HIGH STRENGTH CLG. BOARD �-- 3 5ro' OR 5 1,12' DRYWALL 3ro' TOP CHANNEL (25 GA.) 1/2' DRYWALL 3 5/8' OR 5 3/8• METAL STUDS 24' Or— 20 GA METAL TO BE 5' DIA. SLEEVE, INSTALLED N WALLS DO NOT CUT RECEIVING UPPER/ LOVER 3 5ro' OR 5 CARNETS AND TUB/SHOWER 25 3ro' BOTTOM REBAR GA METAL TO BE INSTALLED 3/91 5 T M PIPE IN ALL OTHER WALLS. STUDS GA) CHANNEL (2SECURED ro BE SPACED 16 OG. AT 2ND TO CONC BOND BEAM DO NOT CUT FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' SOLID GROUT THE BOND STAIR WELLS AND 15ATWROOM PAF 4 TO WALLS W/ TILE FINISH WOOD FLOOR W/ (1)- "5 _ BEAM W/ 1/4' WOOD (2) COURSE REBARS WOOD BASEBOARD—� SCREW —FINISH FLOOR 1—STORY TYP. INT. WALL 2)a PIPE THROUGH BOND BEAM 1A METAL STUDS NON—BRG. D1 SCALE:3/4'.1'-0' D1 SCALE, 3/4'"I'-0' ENERGY CODE FORMS ATION R-VALUES 'RENCE STRUCTURAL ELEVATION --R-4U INSULATION WINDOW ATTACHMENT �AS PER MANUFACTURES r— SPECIFICATIONS REFERENCE / STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.C. B' CMU 1/2, GYP. ILL. BD: WOOD BASE — n W/ WINDOW OPENING FIBERGLASS, SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.i.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY W-O' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 202E ZTH EDITION, SECTION R301.13 AND 16098.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (2:)I—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'"I'-C' UNDERLAYMENT IN ACCORDANCE WITH FBGR 805.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE Iv UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WS.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHhJG THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 8' CMU 9' .eo rN. 2B GAS LINE THRU BLACK .GALS, N'•I'-O' i-2X4 SPF 24' O.C. MAX — SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS-- STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS CONT. 2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS J/ SEE ENEFiGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION Ir \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.C. 1/2' GYP. WL. 15P - WOOD 15ASE- ��i�Q�Ti�iTi�i���� Oi�Q190 i r s GARAGE DOOR JAMBS D1 SCALE: I I/2'•i'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FECR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS EFA-i0 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN a ACCORDANCE WITH FBCR 2020 a - 1TH EDITION, SECTION R301.13 AND 160S.5.1. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALe, 3/a'"I'•®' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 202E ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. 1 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 q ll a iLL SUI3DIV. Ae w7l ABBOTT PARK LOT# 28 BLK. 12 PROJECT# 04181.000-28121 mODELa 3EAB "1504— ALLEX" GARAGE 971ING: RIGHT PAGE: DETAILS 160 MPH EXP. C F-PMANT 08/14/21 U9CALE: 1/4"=1'-0" SHEET D1 D21S 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (V V2' X S' J-DOLT WV 4' MRL EMBEDMENT WV 2' X 2' X Va. WASHER 4 NUT OR WV (2) V2' X Y ANCHOR BOLTS W/ 4' MR QIDEDMENT W/ 2' X 2' X V8' WASHER 1 NUT OUE 2. TO ax W/ 1/4' TAPGON6 1 1/2EMBED, a' Or- 4- END DIST, 1 1,12' EDGE DIST. SIDES. 2X6 GARAGE DOOR mCK SECURED W/ (S) 0' X 8' J-BOLT OR ANCHOR BOLTS, WV 4' MIN. EMBEDMENT, W/ 2- d X 2' X IBM WASHER / NUT. (V WITHIN 8. OF TOP, (1) WITHIN S' OF THE 51M, (3)EVENLY SPACED. 0 17 NOTES, ALL ANCHORS SHALL BE IN ACCORDANCE TO MANFACTUREWS MSTALLATION NSTRUCTIOHB WHERE &ICU N&TRIGTIONA AM MOIL STMN&M4T GARAGE DOOR BUCK ATTACHMENT D2 sc4t6 Ur.re L Ix4 P.T. OR 6/4'X4' MIN. SECURE THRU FRAME 1 EXTEND I-V4' INTO NAILER BLOCK W/ 3/16' TAPCONSCA61NG (MR SHANK SIZE 141 MM. HEAD SIZE 300 MIN EMBEDMENT 1-1/4' WITHIN S• OF EACH END JAMS OR WINDOW / IB' O.C. MAX SPACING ATTACH TO 2X PER MANIFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" r111I DDOR TO BLOCK +3/4" OR +5/4" 2X4, _ SECURE TO BLOCK WV 3A6' TAPCONS (MIN SHANK SIZE J45 MRR HEAD SIZE 300 MR EMBEDMENT I V49 WITHIN a' OF EACH END 1 S' O.G MAX 6PACNG. 2X6, SECURE TO BLOCK WK2) 3A8' TAPCONS (MR OR" SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/49 8' cm WITHIN a' OF EACH END 1 S' O.C. MAX SPACING 1/2' DRYWALL 2X& 1� VX4 SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD 612E 300 MIN. EMBEDMENT 1 V4') WITHIN S' OF EACH END 1 W OTC. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 1/2" r1NDVDON TO BLOCK +1 1/2" 2X4 = SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J4a MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 1 W!' OG. MAX SPACING, 2X6, SECURE TO BLOCK WK2) 3/16' TAPCONS, MRL SHANK 812E J45 MIK HEAD 612E 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END a• cm 4 W OG, MAX SPACING, V2' DRYWALL 2X& SECURE TO BLOCK WIM 3A6' TAPCONS P.T. HAILER (MR SHANK 612E J48 1/16' OA2L X 4' MIN. MR HEAD SIZE 300 MIN. EMBED!, I V4') DOOR CASING WITHIN a' OF EACH END 1 S' O.C. MAX 6PAGMCs. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTIIES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 15/18" `J�DR01f TO HLOCK +1 15/18" 2X4. = SECURE TO BLOCK UV 3/16' TAPCONG (MR SHANK SIZE J48 MIN. MEAD SIZE 300 MIN EMBEDMENT 1 V4') WITHIN 8' OF EACH Elm 4 S' Or- MAX SPACING. NOTE, STRUCTURAL 2X MST BE ON OUTSIDE 1 SECURED 2X6, ® THROUGH NON-STRUCTURAL SECURE TO BLOCK 3A6' TAPCON MIN. 1-1/4' WK2) 3/16' TAPCONS EMBEDMENT INTO BLOCK (MIN. SHANK SIZE J48 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WT14IN d OF EACH END S' cm 1 W O.C. MAX 8PACING U I/U' DRYWALL SECTO BLOCK SECURE T a I•X4• WK2) 3/16' TAPCON6 P.T. NAILER (MIN SHANK SIZE .148 DOOR CAGING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8. OF EACH END 1 S' OG. MAX SP'r'C DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLOCK +2 1/4" r1NINDON TO BLOCK +2 1/4" 2X4, _ SECURE TO BLOCK W13/16' TAPCONG (MIN. SHRANK SIZE .145 MIN. HEAD 61ZE 300 MR EMBEDMENT 1 1/49 WITHIN a' OF EACH END 4 S' OG. MAX SPACING. 2X6, SECURE TO BLOCK WW2) 3AW TAMONS MIN. SHANK 612E J48 MR HEAD SIZE 3" MN. EMBEDMENT 1 1/49 WITHIN a' OF EACH END a, cm 1 I8, O.C. MAX SPACING. V2' DRYWALL 7X& SECURE TO BLOCK ❑ I'X4• W/(2) 3/16' TAP-Cl" P.T. NAILER MIN. SHANK 61ZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN EMBEDMENT 1 V49 WITHIN 6' OF EACH END 1 IS' O.C. MAX SPACING. DOOR JAMS OR WINDOW ATTACH TO 2X PER MANRFAGTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" t�xnnw Tn arncx +v^ 2)(4, _ 6ECURE TO BLOCK W/ 3/16• TAPCON6 (MIN. SHANK SIZE J45 MIR1 HEAD 612E 300 MIN. EMBEDMENT I V49 WITHIN a' OF EACH END 1 S' OC. MAX SPACNG NOTE, STRUCTURAL 2X MUST BE 2X6, m ON OUTSIDE 1 8ECIRED SECURE TO BLOCK TNRCUGH MON-STRUCTURAL WK2) 3/16' TAPCONB 3/16' TAPCON MR 1-1/4' (MIK SHANK SIZE J45 EMBEDMENT INTO BLOCK MR MEAD SIZE 300 MIN. EMBED114') a' CN7U WITHIN 8' OEND 1 S' Or- MCING V2' DRYWALL 2XS, ®El I'X4' SECURE TO P.T. NAILER W92) 3AW S DOOR CAGING /MINI SHAN;A-PC4" 145MR1 HEAD 0MR EMBE1/4')UTHN a' O ENDa S' OG M SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED VW) 2ND 1X SECURE TO STRUCTURAL MENDER UV(2I2d WITHIN 8' OF EACH END 1 6' TO 8' Or- MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" rl�xDn� Tn prnrx +a• 2X4, _ SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE J48 MR HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 1 S' O.G. MAX SPACING. 2X6, SECURE TO BLOCK W 92) V4' TAPCONO MIN. SHANK 61ZE J45 MR HEAD SIZE 300 MIN EMBEDMENT 1 V4.1 WITHIN 8' OF EACH END 1 S' O.G MAX SPACING, 2X& SECURE TO BLOCK WK2) I/4' TAPCOJS (MR SHANK SIZE .146 MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/4') WITHIN a• OF EACH END 1 S' OZ. MAX SPACING a' cm 1,7' DRYWALL PX4' P.T. NAILER 1/16' OAD. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIIFACTUEB DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 7/18" `IRON TO BLOCK +3 7/18" 2X4, _ SECURE TO BLOCK W/ V4' TAPO" MR SHANK SIZE U45 MIL HEAD SIZE 300 MIL EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 1 IS' 04. MAX SPACING. 2X6, SECURE TO BLOCK WK2) 1/4' TAPCONS MR SHANK SIZE .4I6 MR HEAD SIZE 300 MR EMBEDMENT 1 V4') WITHIN S' OF EACH END 4 S' OC, MAX SPACING 2X& SECURE TO BLOCK W/(2) 1/4' TAPOONS (MIR 614" SIZE .146 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHN a' OF EACH END 4 I8' O.C. MAX SPACNG. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 1 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MR I-V4' EMBEDMENT INTO BLOCK LJ 8' cm 1/2' DRYWALL ❑ 17(4' P.T. NAILER I' P.T. X 4' MRL U. DOOR CASING DOOR JAMB OR WINDOW ATTAG14 TO 2X PER MANRFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" nNINDON TO HLOCK +3 9/4" `�RaR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com L AA N: 0003325 0 SLTSDIN. ae LO ABBOTT PARK LOT# 28 BLK. 12 PROJECT# 04181.000-28121 MODEL.• 3EAB "1504-ALLEX" GARAGE SWING: RIGHT PAGE: DETAILS 11%160 MPH EXP, C 20 DFjNT ATE: 06/14/21 111CALM: 1/4"=1'-0" a*lEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/32/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOODCONNECTORS 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 22/31/2021 10442.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 F8CR 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 STRUCr. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32S02.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 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 ML WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 153S3.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 25353.4 MIWINDOWS&DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXr. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 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/SIDELITE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10759.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 22/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/32/2023 23192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' 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 UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE:05/05/2021 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.774-4078 www.abdesigngroup.com AA #: 0003325 BUSDIV. & LOT: ABBOTT PARK LOT# 28 BLK. 12 PROJECT# 04181.000-28121 MODEU 3EAB "1504- ALLEX" GARAGE SWING: RIGHT PAGE: PRODUCT APPROVAL LISTING %160 MPH E C 17 LRIIJ�XAAB a IrppAtlNT 0e/14/2> ®]KEET D3 F'REPORMED CONTROL JOINT PLA43E OF CONTROL JOINTS Td BE WIRED TIED TO LATM . V O.C. MAX (VERTU. NOTEL DO NOT PA6TEN CONTROL JOINT TO WALL EVEN P 6TU0 EXISTS BEYOFG EXCEPT STAPLE & UV LEG Y ISE USED TO SSECURE�CONTROL JOINT TeMP. DURWO INSTALLATION —\ PA6TWORS TO BE SPACED • 1' O.C. MAX VERTICALLY I r THICK 3 COAT CEMENT PLASTER UIRIS LAYER 7, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FA6TEEO .1' (VERTJ O.C. MAX AT SUPPORTS UM LAYER 01, STUCCO WRAP IIUOOD 6HEAT1IING 0115 IF M- I m LATM SHALL BE CONTINUOUS THROW JOINTS BUT I'SE &TOPPED TIED AT EACH SIDE. PROVIDE 2X4 BLOCKMG PER A67M CI063 PLACED FLAT MAX 6' TO S' FROM CONTROL JOINT UFEN Nm'\ CONTROL JOINT FALL& ON AST04M FOR LATH TO BE NAIL6 OR- i / STRUCTURAL 6TUD STAPLES IN COMPLIANCE Ulf A67M CW63 2. WIRE TIES TO BE (NO. 16) 00415' WIRE / 3. BLOCKING. SMOWN MAY BE IN ADDITION/ \ To WALL STUDS REGUIIED PER PLAN M �1�9�INNM AA M" TYPE CONTROL JOINT OL FOLD esLN1O • Pf. A OL FOLD INIIa1O - PT. A 2. CP1111AI[ • FT.6 L CIIEAIM . PT. C OL FOLD WI,YC • PT. A 9. Com" • FT. 6 FOLD 0 ® L FOLD NL1sIID • FT. A a. cm -Aft • PT. a 1• CANE • Pr. C AFOI.D PLC OV6e R. 8 TLL K. C T0110400 1110TTOT1 RANI(. 4A co morrom ~'�� 111sTER TnMr MAL. POW. DQ wmcw. .T) NOTE, APPROVED BUILON3 WRAP SMALL BE LAPPED A MINfMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' . HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED U"TH FORTIBER SHEATHING TAPE / I• rN1 LdP . tlTLL LdTM \ LATH VERTICAL LAP TO 0E I' rL� n n—T—n 1 METAL LATH WI® LAYER -1, STUCCO WRAP N�� LAYER BUILDING P�FORTPIBER/ I I 2 SCALE, I V2'el'-0' VERTICAL LATH & PAPER DETAIL WOOD 6HEAT SIDE LAPS OF METAL PLASTER 5A6E6 SMALL BE SECURED TO BUILOI FRAMT MEMBEIFIS, PAPEP THEY SMALL DE TIED WTM CAM15-11% (171-MM) STUOC WIRE AT INTERVALS NOT MORE THAN S' (22S-MMA AS PER ASTM CI06b. ® KIC KO UT FAIR OF TEARS RS IN LAYERS, TEAM DETAIL DE PATCHED WMOUSE WRAP TAPE PER MAMF. SPEC OR PEEL 4 STICK \I ROOF � I `\\\m re.o a sowmm McKow AT 6TCM W s NIA" k THICK 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER @, PORTIFBER BUILDING PAPER URB LAYER 'L STUCCO URAP WOOD SFIEATMMG 9- (0) v swo) INSTALL FASTENERS (CLIPS; STRAPS, STAPLES) AS RSOUIED TO SECURE PIPE/ WIRE TO FRAMMG UIrID LAYER -L STUCCO WRAP' VAR S LAYER 4. POWNSER BUILOMG PAPER METAL LATH 6'AW SELF -ADHERING MEMBRANE PLASHING OVER APPROVED MOUSE WRAP. PLASMMG TO EXTEND ONTO PIPE 4SL4' SELF -ADHERING MCMBRAPE PLASMM3 OVER APPROVED MOUSE WRAP. FLASMMG TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT AIR ELASTOMERIC COATING OVER 6TU000/ C.V. FNI614 (6EE TYP WALL SECTION) SECTION o Exterior u of porsand cem-t piaster shell comply Wth the appli sflon requirement.of ASTM C 926-1f3b. Inablla"onofe fpr lathing and fnminp shell comply Wth ASTM C 106319s, or ASTM 1767, 4'x4' 6ELF-ADHERING MEMBRANE 6 FLA61IING (COMPATIBLE W/ HOUSE 4. WRAP MATERAL) OYER HOUSE FLA86 TENDPPROVED 41INOWWPPE :i •.�.,- _ I. OR LEW PIPE 6'x6' SELF-ADMERMG MEMBRANE PENETRATION :y{ FLASHING (COMPATIOLE W) HOUSE —nLLRAP MATERAL) OVER 4'x4' DHERNG MEMBRANE FLASHING OVER APPROVED HOUSE w TO EXTF).® ONTO PIPE CUT AND OVERLAP ONE SIDE OF— &ELF-ADHIERING MEMBRANE FLASHING STEP 01 WOOD SHEATHING OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 t TAPE OVER znnenuel I 4C Im 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE PLASHING Iioolfun ilk J DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER *2 (FORTIFI5ER - - - - - - 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.1 / ASTM C-84l-14a, MIN. 2.5 L55. PER 5a. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-774-4078 W W W.abdesigngroup.com AA $: 0003325 L�Jy�I�yrr O Y s" ev�arv. ae M. ABBOTT PARK LOT# 28 BLK. 12 PROJECT# 04181.000-28121 MODEL4 3EAB "1504- ALLE)C GARAGE SvrnvO: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 1 rro DRTS A06/14/21 OCALX: 1/4"=l'-0" 8EMET WA1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. gEr�l:eui-e OF FLASHING TO BE: I. BOTTOM. 2. SIDES. 3. TOP VENT CAP 18 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE I " TOOLED 60 AS TO DEFLECT i WATER AWAY FROM JOINTS. .X �. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS r APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, ),4 CAULKING • JOINT ALL AROUND PER SECTION R7 3.7 Exterior lathing and pleatering BACKER ROD Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. .% 1 �k� Installation of exterior lathing and framing 1 shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER -1, STUCCO WRAP • HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER Q, FORrIFIBER BUILDING PAPER WOOD — 0"TUCTION —METAL LATH S' cm VINYL CASING BEAD 6' RAISED BAND K' TO K' MID -WALL is•o arr•mn 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE WOOD CONSTRUCTION OVER TOP / SIDES SIELF WOOD SHEATHING FLASHING WRB LAYER 01, UNIT i1__PREMANUF. STUCCO WRAP DRYER VENT CAP (SET IN CONT. SEALANT) WRB LAYER 02, FORTIF15ER BUILDING PAPER SEALANT • TOP t SIDES �' THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER WRB LAYER "1, STUCCO WRAP 0DRYER VENT (BLOCK) Ys' TO Ys'MID-WALL LAYER @, FORTIFIBER BUILDING PAPER WEEP SCREED METAL LATH WOOD CONSTRICTION y�FINISH —Iw TEXTURED • WOOD 6' SELF-ADHESIVE FASTEN TO WOOD STRICTURAL FLASHING ecru MEMBER • T' Or—MAX BUILDING PAPER WOOD FRAMED_F: M :; OVER 'QUICK FLASH' F_ — — — WALLLj _ _—WALL HORIZONTAL WEEP SCREED PIPE THROUGHWALL _ '-' 6' WIDE STRP SELF ( FRAME TO FRAMES MASONRY BEFORE APPLYII'16 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPE UNDER 'QUICK FLAN A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT < 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEC. METER FIELD y\ VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLIWS ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM A — — 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION V FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' WRB LAYER "I, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO WRB LAYER h, SELF -ADHERING 11 f t STUCCO WRAP MEMBRANE FLASHING L APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED Will LAYER h STEP #1 STEP #2 APPROVED HOUSEWRAP WRB LAYER +I, BELOW STUCCO WRAP CUT SUCH THAT 0 APPLY 60 MINSELF-ADHERING NO MEMBRANE _ GRADE 'D' FELT 7 MEMBRANE FLASHING ENTERS BOX, OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, F-ORTIF15ER BUILDING PAPER STEP 1*3 STEP $14 APPLY E-Z BEAD OVER 60 MIN GRADE 'I)' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL I, SECTION) METAL LATH Ago STEP #5 STEP #& l 9 ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 r7 � x 6 5 k� O ` a sU33DIV. & LOT: ABBOTT PARK LOT# 28 BLK. 12 PROJECT# 04181.000-28121 MODEL' 3EAB "1504— ALLEX" GARAGE 81117NG: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH W. C WOOD SHEATHIN WOOD — CONSTRUCTION HAT C 4AMIEL ' TYPE 'X' DRYWALL WOOD SHEATHNG WEB LAYER 1, STUCCO WRAP THICK, 3 COAT CEMENT PLASTER WIRE, LAYER STUCCO WRA NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) nCASING BEAD DTL.® CANT. SCALE: 11/2'•I'-V' EXT. W20D FRAMED WALL W,RC LAYER 1, SUDH,LOOR DECKING STUCCO WRAP WRB LAYER R, FORTIFIBER PRE-ENGL TRUSS BUILDING PAPER i' THICK, 3 COAT CEMENT UIlATHER RESISTIVE DAFFIER 1 PLASTER MATHER RESISTIVE . 6' SAF. • TOP OF WEEP SCREED BARRIER 4 TO SHEATHING BEHIND WEEP SCREED kPLAT14K I COAT CEMEM 4' POSITIVE DRAM rc ucee ac FETAL LATH --- — ---cn uIDDD eHegn+eNG— �6W SELF-ADHEREING FLASHING WRAPPED 6 TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER 1, STUCCO WRAP ' WRB LAYER R, FORTIF15ER I BUILDING PAPER —)L-6' SELF-ADHEREING FLASHING ?WRAPPED 6 CORNER OF CANTILEVER 4' POSITIVE DRAM 1 !2 uFvp ar.Rccn NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / A5TM C-64-1-14a, MIN, 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DO NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD 5/8' TYPE7CASIW.BEAD W/TEXTURE FINISH! i' TINICK, 3 PLASTER VINYL VINYL 0L 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRICTION -WEATHER RESISTIVE BARRIER 1 -WEATHER RESISTIVE BARRIER -2 THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2xI2 HEADER (SWOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTR=ITCN -WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER '2 i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @b RIP EDGE INSTALLATION I Yi GAP FOR BACKER EXTERIOR GRADE ROD 4 SEALANT— DRY WALL f!i' THICK, 3 COAT CEMENT VINYL CASING BEAD . IEP SCREED PLASTER VINYL GOR4ER LEAD WATER PROOFING I NO GAP I FIELD VINYL CASING BEAD LAYER (2 LAYER PEE (SHOD FOR CLARIFICATION OF N 4 STICK) SEPARATE ACCESSORIES ONLY) C 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. METAL DRIP EDGE PEEL 4 STICK) SET M FULL BED OF 6' PEEL 4 SEALANT. if' MIN STICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK Y♦' GAP FOR BACKER I Ij'XI 1W P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX)FILLERCASING CONTINUOUS BEAD WATER PROOFING lot �`� WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 BARRIER M STICK) WRAPPED PROM WEATHER RESISTIVE BALCONY DECK TO .�, »� BARRIER 4 CANTILEVER 6' PEEL 4 STICK • DECK MEMBRANE. DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE Em®® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN PULL BED OF I Ij'XI 'Yi P.T. OR SIMULATE SEALAM.Ij' MIN WIOOD (TREX) PILLER SPACE FROM DRIP CONTNUOUB FACE TO TREX Yi GAP FOR BACKE ROD 4 SEALANT WATERRI lot FINISH LAYER (2 LAYER TER (7LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED PROM 9/4 RESILIENT DAI.GCN7 DECK TO HAT CHANNEL CANTILEVER T141R3 COAT CEMENT PLAS ETET METAL LATH _ .-. __— ....-W..... WOOD SHEATHING W/TEXTURED 4 PAINTED — BARRIER q FINISH WEATHER RE THICK 3 COAT CEMENT BARRIER 7 PLASTER 4' POSITIVE I yMYL CORNER BEAD 'Qoo 4V•.ecc VINYL CASING BEAD NO GAP M FIELD (SHCUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 7LUM N SHEATHNG -ATHER RESISTIVE AR``RIER 1 °AATER RESISTIVE AIRIER +2 SAP. \ -EEL 4 STICK 1 Wx3' 'L' FLASHING, FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL DEC) OF SEALANT, )S' MIN. SPACE FROM DRIP FACE TO TREX r- \PEEL 4 STICK BUD FLOOR ---. I E1 IS' P.T. OR 8IMULATED WOOD (TREX) FILLER CONTINUOUS )V GAP FOR SEALANT OPT. BACKER ROD. MODIFIED w 3/4 RESILIENT HAT CHANNEL W/TEXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 1 IIE:AT14ER RESISTIVE BARRIER '4 EXTERIOR COLUMN -COLUMN SHEATHNG I LEGEND ;6' O.A.F. -06'x3' V FLASHING DRAINAGE PLANE (WR5 'FULLY EMBEDDED IN ROOF CEMENT LATER #I, STUCCO WRAP) I X' X 3' 26 GA. GAL V. METAL DRIP EDGE WR5 LAYER M2 (FORTIF15ER - - - - - - - - -1 IN FULL BED OF SEALANT, Ii' MIN. 51JILDINGi PAPER) SPACE FROM DRIP 'FACE TO TREX VINYL CASING BEAD METAL LATH x—x—x—x WATER PROOFING 14t LAYER l2 LAYER PEEL 4 STICK) WRAPPED PROM STUCCO BALCONY DECK TO CANTILEVER WOOD OR *1/lro' ZIP WALL i' THICK, 3 GOAT CEMENT PIASTER SHEATHING, METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLASHING 4' POSITIVE DRAIN I..QP aCRemn VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION CF NG VINYL CASIBEAD � SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION® COLUMN (W/"L" FLASHING) SCALE: NTS WOOD SHEATHING 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 1/2' FASTENEDA SHEATHING • O.G. MAX. C WR5 LAYER 1, STUCCO WRAP WOOD SHEATHING Fj= METAL LATH W4lB LAYER -2. FORTIFIBER BUILDING PAPER ,� ,� 1CORNER HEAD ® FRAME 1 TI'1 2 1/2" k �T CORNER BEAD (FASTENER 4 SPACING 6T l' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD Ca? BLOCK WRB LAYER 1, STUCCO WRAP WR5 LAYER 02, FORTIFIBER BUILDING PAPER—\ METAL LATH --- "I i' THICK, 3 COAT CEMENT PLASTER WSELF-ADHERING— FLASHING , zYi WINDOW FLANGE WRB LAY BUILDING METAL LA ]' THICK PLASTER N6'SELF-, FLASHINI DRIP C WINDOIJI q rJB CASING BEAD ® WINDOW FRAME, NO BAND) WOOD SHEATHING WR5 LAYER 01, STUCCO WRAP WR5 LAYER 02, FORTIF15ER BUILDING PAPER ' METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 A F 7B a � > qq gg stmDIV. & LOT: ABBOTT PARK LOT# 28 BLK. 12 PROJECT 04181.006-28121 MODELS 3EAB "1504-ALLEX" GARAGE BIWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EJAC A DATE: 06/14/21 9CAL,E: 1/4"=1'-0" opmET WA3 WOOD SHEATHING WR5 LAYER "I, STUCCO WRAP _ IWRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH Lj' THICK, 3 COAT CEMENT PLASTER (P'SELF-ADHERING FLASHING VINYL ANGLED 1 CASING BEAD �f� DRIP CAP WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WIRE, LAYER 02, FORTIF15ER BUILDING PAPER t-METAL LATH -(EXPLODED d' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LATER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH }' THICK, 3 COAT CEMENT PLASTER ,'SELF -ADHERING FLASHING WINDOW FLANGE CASING BEAD @) WINDOW 15 C ( FRAME, W/BAND) WOOD SI-EA METAL LATH WRB LATER h, STUCCO WRAP WOOD SHEATHING WRB LAYER 12, FORTIF'MR BUILDING PAPER x WRB LAYER 01, J' THICK 3 COAT CEMENT STUCCO WRAP PLASTER WRB LAYER 62, FORTIF15ER VINYL ANGLED BUILDING PAPER CASING BEAD VINYL CASING BEAD i METAL LATH J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD C9) RAISED 1`7A BAND (FRAME) SCALE: I I/2'.I'-0' Y: GAP TYP CASING BEAD IX TRIM MEMBER TO TRIM IS STUCCO TO SIDING TRANSITION SIDING STUCCO THICK, 3 COAT CEMENT .ASTER :TAL LATH WRB LAYER 4, FORTIFOER BUILDING PAPER WOOD SHEATHING WRB LAYER M, STUCCO WRAP \— BASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO i 8 CASING BEAD (CROSS SECTION) WOOD CONSTRICTION �— MYON D MOOD 6NEATHUNG UNIATRER RESISTIVE DAICtlER 9 II.HEATRER RESISTIVE BARRIER RUING 1ffRM6 SELF-ADNERMG I d FLASHING. ASFIING �G I ISAFI HER RESISTIVE \ �� ER 1 STARTER STRIP \ \ DER �616TIVE I ORFLASHMG 1 \� y 6' SELF-ADHERSIG lki� \ GALVV FETAL — GALV'D METAL •z' R ASMNG 'r FLAS4N6 TTEEpp 01�OD6IJLA T MEFIDER life ' / \ I 'IUaOD6TRIM R \ SEAL GAP WCAWXMG / OR APPROVED SEALANT \` SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-148, MIN, 2S L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD O"TRJCTION eErow 6�'ASEL -ADHERING aIOOD 6NEATNRJG RESISTIVE i UEATHER W616TIVE DAIHIItlTF ol TO LAP \\ WEATHER P E616TIVE / WIKBARRIER�� TOP DAWMERY.�4� / , OF Z•PLAAHMG UV6�VEALAP SIDMG a /// � 6' HERMG I \ +` MARMERR PLA6HMGSISTIVE 614M \ ISTIVE SISTIVE 4ERES / BARRIER 7 STARTER STRIP ME AL jj�� ORi\ •GZ.ALvV FLA / opt U66 OF z PLA614M E-Z IaEm vlNn eaelNa ` \ Y' X i' p��ATED (UVW FLEx1OLE PVC / , UISOD TRIM MEM6ER BACI@R ROD) ' 6ELF-ADHERMG 6• SELP-ADHERMG I I 1 FLASHING FLAGH1R�k3,y \ TH AULK T PLGTER \\\ I O�II�APPItOVEGAP � P BEAN UEATHER RESISTIVE UEATHER RESISTIVE MAR OA MER WEATHER RESISTIVE E-2 PJ[ADyMn u DARtlER 4 (IWW FLEXIBLE Pw RACIER ROD) SIDING TO STUCCO (LEATHER RESISTIVE ® FRAME TO FRAME DARR ERa 19 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER — — — — BUILDING PAPER) METAL LATH x—X—x—x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH / a WINDOW FRAME ,( WRB LAYER 02, FORTIF15ER BUILDING PAPER E2E BEADyINYL CASING CA51� (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER h, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER I'2, FORTIF15ER BUILDING PAPER WINDOW FRAME WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE 2X FRAMING E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP EZ BEAD WINDOW 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 J y Moll m 0 a EIT3 9LT7E de IA II ABBOTT PARK LOT# 28 BLK. 12 PROJECT* 04181.000-28121 MODEU 3EAB "1504-ALLEX" GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH E . C 17 D TE 06/14/21 CASING SCALM:1/4"-1'-O" SHEET ]_ WA4 AVAILABLE N SHISULDEETARNINIEEPINGTHEVENTPROPERLY ALIGNED. VENT PIPE IS SEALED IF UTILRED. NNL IN PLACE SHONN IN 4' GALVANIZED USING 1-1/4' NAILS AT EACH CORNEA. ROOFING CEMENT SNDULD EE APPLIED TO ALL SHINGLE EDGES NEAR THE OUTER EDGE AND-UND THE ENTIRE PERIMETER AS Ili lR EGOOSENECR VENT OPENING IN THE ROOF RECOMMENDED IN SEVERE V.EATHER COASTAL SHEATHING.SRe THE OPENING IN ACCORDANCE MATH 11E CHPAT SHONN. IN THE EVENT A MECHAMCAL VENT FAN IS CONSTPt-ZONES. USED, SIZE THE VENTOPENING IN ACCORDANCE MATH VENT FAN MANUFACTURE'S PIPING CONNECTNJN INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS VAIEN CUf11NG TE OPENING IN THE RE INTERFERING SHINGLE NNLS HNOUND TE PERMETER OF THE OPENING SO THAT THE NNLING FLANGE OF THE VENT LAYS FLAT TO TE ROOF SHEARING. SLIDE THE TOP AND SIDE FLANGES aF THE VENT W AND UNDER SHNGLES.ALLOW THE BOI'fpA VENT FLANGES TO LAY ON I 1TE TOP OF hE 3HNOLES. IF e-I�u� ROOF HOOD VENT DETAIL E/ NSTALL S' SELhA014 PLASHING D HALING RL JAMBS EXTEND FL I' BELOW 0 REXIBLE F DO NOT BE PIN 91 PORAR LY — GLD-UP 4 SECURE OJSEWAWNP (OR !CK RAP UNDER) :HEAD WLD HOUSEI~- N AT JAMBS 4 SILL SLOPS BILL RO. TO EXTERIOR — \ STEP 2 R.ASHH6 ONM VINYL HEAD R.AMMG MTN END ,TAME) NAILING 9.ANGE EXTEND SELF-A)%♦CR0N3 ALA014ING I' MIN BEYOND JAMB ILASHNG NSTALL VINYL OMP CAP - PIPE AND OVER FLANDE ALIGN FLASHUNG WV INT. LOGE OF NLL RO. FECHANRCALLY FASTEN FN1lD BOOM (CAP NAILS. STAPLES) INSTALL DUPONT PLE)SIRAP AS TH FLAbWM AT THE FOLD House P DOWN 4 TAPE DIAGONAL CUT 4 A04000 READ o WENDow MN PLUMBING VENT DETAILS LPPLY %, WNTINUOU )F SEALAN iAM06 AM UOPLY TO NDOW NA LANGE N W-PUNOI ROLES oR INSTALL S• WEx ADHENVE - BAADCBD FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-GRAAP ST-260C a EOJIV) STEP 7 '`"� STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 9 —APPLY PLASWTEBIBRNMG OVER JOINT VALLEY CENTERLINE SS' WM VALLEY FLASHING NO FASTNERSNNTHN SN GR HEAVIER FELT W OF CENTERLNE IN UNDERLAVMENT 1 \ II ENDD OF SHINGLE XTEND END SHINGLE ASPHALT ROOFING I AT LEAST 1Y BEYOND VALLEY CENTEfdINE CEMENT ' CLIP R AT,IS CORNER AT 45 DEGREE SHINGLES TRIMMED Y E- FROM VALLEY CENTERNNE ROOF VALLEY DETAIL SCALE, NTS APPLY OSI NQU (O EGlAL) SEALANT 4 WNDOW/CM JOINT. FLUID APPLIED M-ASHING(LANCO WHITE -SEAL NEC-N OR EOWILA SLOPE BILL TO EX MQIEL L IT IS THE CONTACTORS RESPON6115ILTY TO Ymwr THE COMPATIBILITY OP ALL PRODUCTS I ICUIDNG HOUOM~. SEALANTS 4 SELF-ADIIEItlNG PLASHING MATENALS USED DURING CONSTRUCTION 7. INSTALL ALL MATERIALB MR MNWACnMM NST-IEN SPECPICATIONS W URINW, SEALANTS MAY REACT ADVERSELY F NOT COMPATIBLE. CLEAN AND SEAL JAMB TO BILL JOINTS, WITH DOW It" FOLLOWING COMPLETION OP EXTERIOR RETROFIT WORK REPAIR SCHEME S,FIOIIN SHALL ISE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION 15ELOW THE WINDOW OPENING REAL INTERIOR PERIMETER OF WINDOW WITH SEALANT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 q S 2 r b � Y sUBDrv. & LOT ABBOTT PARK LOT# 28 BLK. 12 PROJECT* 04181.000-28121 MODEL 3EAB "1504- ALLEX" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 H QP. C DATE 08/14/21 SCALE: 1/4"=1'-0" SHEET WA5 \ 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL d STICK METAL FASCIA WRAP DRIP EDGE I` l/5' TEXTURED I FINISH m WOOD I �� 2X6 sue 5AND_/ NOTE: NOTCH FOR 2X(o SUB BAND ONLY \ �11 ®ELEV�4TfON ©FLAN 5- -ROOF KICK OUT REMOVED FOR CLARITY —�,—ROOF DECK (BEYOND) 1 /8' TEXTURED FINISH * WOOD, I/2' TEXTURED FINISH a CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) WRB LAYER'2, FORTIFIBER BUILDING PAPER (FRAME ONLY) DRIP EDGE METAL KICK OUT ` DRIP EDGE, i' OFF WALL (NOT INTO STUCCO) 1�"I/8' TEXTURED FINISH 5 / WOOp, I/2' TEXTURED �� FINISH m CMU - 2x6 SUB -BAND W/I'x4' NOTCH is END, WRAPPED IN PEEL s STICK ®PLr4N 14 METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE GUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS O.G. MAX. 2x SUB -BAND W/U4'x4' NOTCH a 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 �y SUB BAND DETAIL (@ WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Ya" ABOVE BOTTOM OF DRIP EDGE 2x SUB-BANp W/Ij'x4' NOTCH a END, WRAPPED IN PEEL < STICK ROOF CEMENT 5 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. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB-BANp W/4�'x4' NOTCH a END, WRAPPED IN PEEL a STICK ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325om ILI � Lu a � � m c acTsaty. ae roT. ABBOTT PARK LOT# 28 BLK. 12 PROJECT 04181.000-28121 MODEL 3EAB "1504-ALLEX" awRwcE awnva: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 H E C FOUNDATION NOTES SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 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. TE-1 8" SEE PLAN 8" (-)0'4" 7E-2 1T SEE PLAN ilY'FM-12x18 17' CONTINUOUS 18"FMC•12x18 =(220) 17' CONTINUOUS 18" VARIES F1-24x24 24" 24" 17' 7'�" O.C. MAX TYP. U.N.O. I 0'A"----------------------------- $TOP OF _ ___2FM-12X18 FMC-1X18 — SLAB II 1 CONC. SLAB I ` SIM. I I *71/2" v I 49,1„ I 20'_6„ I 4 v m La 1.1 1.1 SLOPE 2 5 wl FM-12X18 — 4" PVC CHASE 2'-8" 14'-2" a 4 Y w z 1/2 ]*:5 1.1 �T- w coOF 0 I FMC-12X18 ;QF SLAB — TE-2-- I4" CONC. SLAB ( 'D `4 4 IN 44'-10" 12'-10" 7 -3 1/2" IX FM-12X18 J-----� a 0,-0„ mr 1111111 4" CONC. SLAB o c Ig q m T�S�F m 1/8" K ,SLOPE l_ 1 Y to I EXTEND I M $31/2" FM-12X18 I L ____ __—_-- FM-12XIS —____ ____ _-- SLAB 1 112" — — — — — '? " Y , Y —� FM-12X18 5'-4" FOUNDATION PLAN SCALE: 1/4 = V-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.171NDICATES #5 BAR, DINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER'} OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR VWVM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION •1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 I � tt 6 C to W a x SUSIDIV. & LOT ABBOTT PARK LOT# 28 BLK. 12 PROJECT* 04181.000-28121 MODEL: 3EAB "1504-ALLEX" GARAGE BVfMC;: RIGHT PAGE: FOUNDATION PLAN 160 MPH E . C F-PIUNTDATE: 08/14/21 SCALE: 1/4"=1'-O" SHEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED }} STEEL REINFORCING IN GROUTED — - a i CELL SEE PLAN FOR SIZE AND % CELL SEE PLAN FOR SIZE AND v • d-> SPACING REQUIREMENTS d a 8� SPACING REQUIREMENTS v°- - �v, �� GARAGE DOOR • v RECESS �� a a gy . b i 8" CMU WALL 8" CMU WALL i 1. IN FOUNDATION WITH 30" LEG EACH 1 • pFCORNER BARS, SAME 512E AS LARGER BAR B• y i +- 0'-0" •I. d WAY AT ALL CHANGES IN DIRECTIONS +- 0'-0, TOP OF SLAB v y, MATCH AMOUNT OF CONTINUOUS BARS CURB FOR SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. EXT. PORCH SLAB CHAMFER (1 STORY) #3 18" go VARIESv SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLABW/1/Z' 4" CHAMFER ,MASONRY CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET �b. AT ELEV: ISOLATION CHAMFER (2STORY) (WHERE #4 24" (1STORY) W/12'ISOLATION` 6"CHAMFER(2-STORY)APPLICABLE) 0•-ryeJOINT SCHEDULE #5 30" JOINT (WHERE=EE APPLICABLE q SEE SCHEDULE ) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR BAR BAR SIZE #6 36, BAR FOR NhD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST DUANnTY rr AND BAR QUANTITY NUMBER OF BARS (te. 2 TO 3, PROVIDE 2 BARS), UNO #7 az• EXTERIOR MONO -FOOTING MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=l'-0' @ GARAGE SCALE:3/4"=l'-0" CORNER BARS DETAIL 4 DOOR OPENING ,,)EXTERIOR SCALE: 3/4"=l'-0" SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. w POURED CELL LAP TOP PLATE A MIN. OF 48" ----�� 8" CMU AND NAIL W/ 16tl COMMON o m g /W REBAR 024" O.C. Q CENTER OF NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN SLAB c 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING z z WALL W/ SYP E 0 2 o 15 u I No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE SECURE ST. PLATE TO SLAB W/ I NEW REINF. BAR 12"x9" WEDGE ANCHOR W/ 2" °vi SECURED W/2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH 2" CAPPED a 5 EPDXY. IN. EMBED I PLATE EPDXY 5-12" EMBED. MIN. 0 16" OC GALVANIZED PIPE 8",UNO SIMPSON SPH4 OR SPH6 MAX. ° a• _° 4 W/FLANGE @ BASE 'a FOLLOW ALL MANF, BTM AND TOP PLATE t+ 4' CONC., REINF. W/ I SPECIFICATIONS FOR i4 M Z 6'W"#10 WWM ON I 4 I USE AND COMMON NAILS FILL ALL t 6-MIL POLY ETHYLENE M _ PREPARATION OF 4 q HOLES, DO NOT USE tOd w 3 N VAPOR BARRIER ON HOLE. x 3" p SEE SLAB SCHEDULE ° II I`a WELL -COMPACTED SECURE FLANGE TO CLEAN FILL TERMITE SLAB WI(4)1/4" X 2 114" o } +ip t TREATMENT $HALL BE a TAPCONS �• P,�tO TOP OF SLAB ° •: BORA-CARE • u • 1 d I• (2) CONT. #4 REBAR 4" CHAMFER (1STORY) s' f V 6" CHAMFER(2STORY) • a (2)#5 REBAR ON CHAIRS 1Z' MIN. DEPTH INTO z 2,000 PSF VIRGIN SOIL OR 95% EO. EO. SEE SCHEDULE FOR WxD, BAR SIZE VIRGIN OR ENGINEERED SOIL COMPACTED SOIL •"� AND BAR QUANTITY SLAB HEIGHT LESS THAN T-6' PERPLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION i BCALE: -" T-O" (W/ UPLIFT) 5 6 FOOTING W/ BLOCK WALL scALE:3a'=1'-0" SCALE: 3/4"=1'-0 1 A SCALE: LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT OF WALL W/ PLAN LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING i PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE s BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO o a NAIL'SO/C STAGGERED. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 16" 0/C STAGGERED. J ADDITIONAL METAL ADDITIONAL METAL CONNECTORS NOT CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN ,� 8" CMU WALL POURED LINTEL CON7. (TYP.) UPLIFT IS PRESENT. T. UPLIFT IS PRESENT. _ +- 0•�• 8" CMU FILLED CELL (TYP.) y, TOP OF SLAB SEE SLAB SCHEDULE WALL FRAMING +-0'-0'12 SEE SLAB SCHEDULE �°2X DIA. SIMPSON STB2 BOLTS 5" TOP OF SLAB i _SLAB SCHEDULE MINIMUM EMBEDMENT INTO Z f g "ISOLATED" COLUMN PADb GROUTED CELL, 4" FROM ENDS AND °`SLABa• CENTERED UNDER WALL AND 16 O.C.VERTICALLY MAX VEQ. POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR W.0 BAR SIZE BEE SCHEDULE OR BAR BAR SIZE - qND BAR QUANTITY0R . AND BAR DUANTITYJUN WxD, BAR SIZEND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION J 10 11 (NO UPLIFT) SCALE: 3/4"=V-O" (NO UPLIFT) SCALE: 3/4"=1'-0 SCALE:34"=1'-0' U N. RONALD REAGAN BL LONGWOOD, FL32780 PH: 407-774.6078 FAX: 407-7744078 www.a bdeslgngroup.com AA 8: 0003325 MINg 9 fA VHDIV. as LAT: BBOTT PARK LOT# 28 BLK. 12 PROJECTED 04181.000-28121 MODEL. 3EAB "1504-ALLEX" GARAGE SI IING: RIGHT PAGE: DETAILS 160 MPH EXP. C B21 rpRn4TDATE: 08/14/21 SCALE: 1/4"=1•-0" SHEET S1.1A mr STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND UIREMENTS STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND MIN. tm EAO Nn+t• NOSE - SPACING REQUIREMENTS 6 ^ U WALL z PAVERS #4 REBAR (TYP.) a u 8" CMU WALL TOP OF SLAB - • TOP OF SLAB ff "CHEDULE d1/2"ADIUS OR g 51 SEE SLAB SCHEDULE 414 CHAMFER KAND •�TOP OF SLAB-: SEE SCHEDULE ulOR BWxDAR' BAR SIZE ND BARQUANTITYSEE j SCHEDULE EDULE OR WxD, BAR SIZE AND BARQUANTITY AR SIZE UANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL ��INTERIOR FOUNDATION CMU WALL 1 G 3 A7 ALL PAVER AREAS SCALE: 1 2"=1' 0 SCALE: 1/2'=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING STEEL REINFORCING IN GROUTED WALL W/ SYP No 2 STUDS SEE CELL SEE PLAN FOR SIZE AND PLANS FOR SPACING. SINGLE S n SPACING REQUIREMENTS BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE 1/2'x0" WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH i EPDXY 5-1/2" EMBED. MIN. 0 16' m SIMPSON SPH4 OR SPH6 OC MAX. 8" CMU WALL BTM AND TOP PLATE ro ANCHORS W/ 10d x 1 12' +- 0-0" COMMON NAILS FILL ALL TOP OF SLAB q TOP OF SLAB HOLES, DO NOT USE 10d x 3" SEE SLAB SCHEDULE ° +- 0'-0" EXT. PORCH SLAB SEE SLAB SCHEDULE • 4"CHAMFER (1STORV) BAR SIZE 48 BAR DIA. h q - °q q q TOP OF SLAB q° W/ ill' ISOLATION 6" CHAMFER (2STORY) 19, ° ° JOINT(WHERE • #4 24" ° e . ° °°• APPLICABLE) i MATCH STEEL 30" • 6" PVC CHASE i REINFORCEMENT' N #6 SEE SCHEDULE THRU FOOTING PER SCHEDULE #7 42" 6" PVC CHASE THRU FOOTING FOR MO BAR SIZE MATCH STEEL AND BAR QUANTITY REINFORCEMENT SEE SCHEDULE FOR NMD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE INTERIOR FOUNDATION WOOD WALL THRU FOOTING 5 SCA F: 3/4"=r-a' (W/ UPLIFT) :+ V SCALE: 3/4"=1'-0' J 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com L AA #: 0003325 A A 64 BUDDIV. at Lo ABBOTT PARK LOT# 28 BLK. 12 PROJECT* 04181.000-28121 MODEU 3EAB "1504- AUEX" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH W. C 11 A AI NO D TE 06/14/21 BCAL°E: 1/4"=1'-0" SHEET S1.1B L� DOWEL PLAN SCALE: 1/4 = 1'-0" 4 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407.774.6078 FAX: 407-774.4078 www.abdeslgngrou p.com AA #: 0003325 r 6 r aUDDIV. & L/OT: ABBOTT PARK LOT# 28 BLK. 12 PROJECT* 04181.000-28121 MODELe 3EAB "1504- ALLEX" GARAGE aMING: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C 17 DA E.. 08/14/21 SCALE: 1/4"=1'-0" MMET s1.2 [/—T'EVERTKAL REBAR �c TO HORIZONTAL REBAR W/ 10"HOOK i GROUTED BOND BEAM N VARIES PER ELEV. z N a.. < CLEAN OUT REQUIRED FOR INSPECTION $ N. TIETVERTICAL REBAR ° c - TO HORIZONTAL °.< REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA #3 18' #4 24" h #5 30" #6 36" #7 42' HORIZONTALNERTICAL � REINFORCING SCALE: 3/4"=1'-0' EXT. PORCH SLAB W/ 1/Z' ISOLATION JOINT(WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED i CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS S �U Bill �a oN 8"CMU WALL SEE SLAB SCHEDULE :L�EMATCH 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) • i STEEL REINFORCEMENT N PER SCHEDULE SEE SCHEDULE FOR MD 'BAR SIZE BAR AND BAR DUANTITV OFFSET METHOD CONTINUOUS BARSIZE 48BARDIA. METHOD #4 24" HORIZONTALNERTICAL #5 W. � „) REINFORCING 4; L a BAR SIZE 48 BAR DIA #3 16' m #4 24" #5 30" K7 42" 6" PVC CHASE THRU FOOTING # MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE (DIIH� #5 BARS -"Elq g, �c CMU UNIT DIMENSIONS }° ARE NOMINAL SIZES O MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407.774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J Y y� y ri ti ABBOTT PARK LOT# 28 BLK. 12 PROJECT* 04181.000— 28121 MODEL: 3EAB "1504—ALLEXe GARAGE 8WING: RIGHT PAGE: DETAILS %160 MPH EXP. C 11 DATE- OB /21 SCALE: 1/4"=1'-0" BHEET s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (fc SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 axe (1) #5 1 —N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES LIFT BEAM PLAN SCALE: 1/4" = V-0" -1 N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA M 0003325 04 04 6 1^ BUHDIV. & LOT ABBOTT PARK LOT# 28 BLK. 12 PROJECT# 04181.000-28121 MODET_ 3EAB "1504-ALLEX" GARAGE 9WING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH EXP. C DARTS 08/14/21 8CALE: 1/4"=1'-0" 8HEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP. U5K6' 1 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �SFY PLACE STEEL HEIGHT. OPT' REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. 1` 6a6M STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR 8k16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF / S PLACED. THE STEEL EAM IS OMITTED AND A LINTEL IBE COURSE OF BOND BEAM / 1#5 REINFORCINGFORND E BOTTOM BEAM S TO CONTINUOUS THROUGH THE TOP OF THE LINTEL. n 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. ' B � VERTICAL REBAR W/ 10' HOOK ��a / M �O 6x16 BOND TOP OF DBL BEAM W/(1)#S BAR BOND BE EACH COURSE • 8x8 BOND BEAM TOP OF • WI(1)#5 BAR BOND BOND BEAM 30" TYPICAL pOpF=FILLED W/GROUT I 4"O U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTELTO TOP OF BOND OF OPENING WIDTH F #5'S, IN E BONDBEAM, IF FILLED LINTEL.#5 BEAM COURSE�C#o BAR IN BOND BEAM SEE NOTE 5n PRE -CAST CONCRETE 16-1 T/1B NOMINAL—�� LINTEL W/(1)#58x8 e LENGTH OF BAR WIDTH OF MASONRY CORNER HEIGHT #OF#5'S,TOP OPENING-7 BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT XFXX-1T/1MgBINDICATES ADOUBLE BOND BEAM #OF #5'S, BOTTOM BxB PRE CAST CONCRETE REINFORCING OF BOND BEAM 1 AND XFXX- 7TgMg8 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER SCALE: 3/4"=T-0' I7IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX-1TAM/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED T P LINTEL OF OPENING AND XUXX -1 TAM/GB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3) AT HIGHER ELEVATION DRIVE P TAPCON OR DRIVE PIN (MIN WINDOW SHANK SIZE.145 MIN HEAD SINGLE BOND BEAM SIZE .300 MIN EMBEDMENT 1 AT LOWER ELEVATION 1/4") 8" FROM EACH END AND _ 18" O.C. MAX. MIN 1-1/4" #5 BAR BENT AS SHOWN PRE -CAST ' 19' EMBEDMENT 24 (MIN 2 X 3) 2-3/16 TAPCON WINDOW SILL OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 - SLOPE MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 16" O.C. MAX. MIN 1-14' EMBEDMENT § 2x8 (MIN 2 X 3)2J/16 OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD 13AR TO BE PLACED IN SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING UPPER AND LOWER #5 MIN. REQUIRED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 17116'OSB BOND BEAM EACH CELL HOOKED IN O.C. MAX. MIN 1-114" MIN, 2-12d PER BLK. EA. END VCMUWAUL TOP BOND BEAM W/ EMBEDMENT EMBEDMENT STANDARD ACI HOOK TYPICAL MASONRY WINDOW SHEATHING SILL CONSTRUCTION CORNER BARS AT CORNER STEP ARCHWAY FRAMING DETAIL C PROVIDE 3" OIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL I ,% I i - i SINGLE #5 CORNER BAR, 3Ox30 TURNED UP STEEL REINF. OF OR TURNED DOWN INTO II / FILLED CELL BOND. BEAM QF II i II - II I� Ju Bx8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE 3/4"=1'-D' SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=1'-lY' d N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003328 F A a 2 SUDDIV. ae LOT: ABBOTT PARK LOT# 28 BLK. 12 PROJEC"' 04181.000-28121 MODEL 3EAB "1504- ALLEX" GARAGE BVIING: RIGHT PAGE: DETAILS 16 PH EA 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 SAFELOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH BU8 e/e0 161T 1T 4-1T/OB 17/06 -1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 11T 8/18.1T 820.1T 624-1T 8281T W/32-IT elate 1e-lrrl 1rn 1ri1 1T/1B -1T/1 5//e-zr e/16.zr e2o-2r e2e-2r ens-zT 9n2-zr 3' 6" PRECAST 1438 852 3114 4217 5321 6425 7531 3' 8" PRECAST 689 1024 3' 6" PRECAST 1560 3524 4394 5263 6132 7001 2485 8113 8385 7706 9031 10000 1589 3524 4394 5263 8132 7001 4'-0" PRECAST 1065 700 23D5 3125 3945 4765 5587 4'-0" PRECAST 514 763 *-W PRECAST 1363 3060 3815 4570 5325 8079 1901 0113 7192 8524 7e27 8751 1383 3060 3815 4570 5325 W79 4'-0" PRECAST 819 533 1m 2400 3033 3606 4300 4'-6' PRECAST 398 691 4'4r PRECAST 1207 2682 3375 4043 4711 5379 1825 5743 7547 6752 6541 7505 1207 2707 3375 4043 4711 5379 5'�" PRECAST 931 1247 1999 2500 3123 36M 4249 S 4' PRECAST 411 411 5' 4' PRECAST 1016 low2374 2944 3513 4054 1319 4460 7196 7342 5780 82� 1016 2276 2836 3399 3961 4084 5'-10" PRECAST 817 1024 1831 2D90 2549 3009 3470 5'-10' PRECAST 340 339 5'-10" PRECAST no 1499 1971 2443 2915 3387 1161 3693 58T7 am6548 677e 929 2080 2593 3107 3820 4133 6'$" PRECAST 892 1139 3227 3031 3707 4383 5061 B'$° PRECAST 410 721 6'$" PRECAST 835 1201 1578 low2332 2709 1139 3227 4598 7064 10000 8825 ON 18M 2329 2790 3251 3712 T-6' PRECAST 670 938 2498 2205 260 3191 3885 7'-6' PRECAST 303 534 7'-6" PRECAST 716 9Do 11e1 1462 1743 2025 on 2496 3408 4664 7067 5472 727 1624 2025 2426 2827 3226 T-4" PRECAST 428 on 1693 2204 2481 2818 M21 9'-4' PRECAST 192 384 V 4" PRECAST 484 566 787 948 1129 1310 on 1674 2298 3081 4099 4899 On 1318 1643 1909 2104 2519 10'-0' PRECAST 388 487 1247 1767 1904 2163 2028 10'-0" PRECAST 151 301 10' 6" PRECAST 356 498 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1980 11' 4" PRECAST 330 544 1312 1742 2252 2868 3630 11'a{' PRECAST 132 417 11'�" PRECAST 430 406 530 853 777 072 544 1312 1742 2252 2868 3662 486 1042 1372 1e49 1470 1770 1Y'-0" PRECAST 308 507 1210 1596 2D48 2586 3191 12'-0" PRECAST 111 370 12'-W PRECAST 383 NO 470 587 698 783 b07 1210 1588 2048 2586 3171 440 940 1900 1560 1314 1478 13' 4" PRECAST 270 433 1045 1355 1732 2157 2535 13' 4" PRECAST 82 298 13'�' PRECAST 308 303 393 464 675 545 414 1045 1365 1732 2316 2005 396 780 1067 1312 1071 12D3 14'-0" PRECAST 254 386 978 1272 1806 1988 2279 14'-0" PRECAST 71 293 14'-0' PRECAST 279 278 360 443 526 609 390 978 1272 1606 1950 2389 378 717 951 1192 976 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14' 8" PRESTRESSED N.R. 283 14'$' PRESTRESSED 239 422 5D6 on 746 865 ,� 1079 429 1824 2277 2712 246 663 980 1237 1474 1716 164" PRESTRESSED N.R. NR NR NR NR NR NR 16-4" PRESTRESSED N.R. 252 IVA" PRESTRESSED 224 387 484 574 ON 793 412 1014 1340 1703 2118 2613 230 816 908 1134 1363 1572 1Tr1" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 1T-4" PRESTRESSED 187 325 365 451 587 Sao 300 we 1121 1413 1739 2047 192 506 720 501 1135 1312 19'4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 182 266 348 430 s13 NO 730 959 12DO 1467 1716 lee 429 623 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21W PRESTRESSED N.R. 125 21W PRESTRESSED 142 219 we 381 464 627 1e0 598 833 1038 1168 1468 142 373 537 690 81e 943 2Z4r PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 116 2'0" PRESTRESSED 137 226 200 369 428 497 165 560 784 992 12D3 1361 137 356 513 859 779 900 24' 0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 245 302 380 418 129 450 654 824 1014 1147 1z4 319 455 561 087 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.774-4078 www.abdesigngroup.com AA #: 0003325 r S BUBDIV. & T.071-1 ABBOTT PARK LOT# 28 BLK. 12 PROJECTµ 04181.000-28121 MODELa 3EAB "1504-ALLEX" GARAGE BWING: RIGHT PAGE: SAFE LOAD TABLES %160 AH EXP C mm D TZ 08/14/21 BCAI.E: 1/4"=1.-0" BHEET S2.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x, 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. I t WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2X6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST B" FROM THE CENTER OF THE COLUMN. C� 53 C'3 C" N N� N N II N II II N N N N II N II N II II N N N Cl 1. C I ¢ It NQ N¢ N N 11 n II H N 11 II A N U II 11 x 11 N 11 11 0M �0 mn ¢ 11 11 11 U3 '� n K x ¢N InI I11g11� 1Ary1 N I I N N II II It H II n n N H x u II 11 N 11 11 II all II ¢ It n N N N QJ5 -- —R—II— 4 a —a ■ Y N a N N II N II N H 11 II II n II 11 p N H II Ir-11 11 N N N N II N N fl N N N N N N N N N N N fl I, �� II p •—• a N a It n n n n n n u n n n It n n n n n x n x 1p1I —I1I1 NNH IN11 11N 1N 1 N I1I1 >11r 1N1 N II I 1 aN N11111 \e N1 1�1It It it It 11 n —4—— ——- N— —I . �I —IIIIII 11 1 —I�1Cy1,IINI1—I1 NN 1 N 11 11 11 II II II it 11 II 1t 11 II II 11 11 11 II II II It RIDGE 11 Jr a II II 1H �'1nMlt II 11 II 11 I II II II 11 t1 H o 11 11 I 11 It 0 1 It N II 11 l II II N u g N to it 11 Hy,A II _ N 11 II n a TT FT NTFT FTFTN� f a— ■ ■ e n n n n H n n x N It I n H n n n n n u = a I�� N I N N II N� fl l fl I N N N N N N N N N —rj a —a M Y � N Y 11 N It 1 6 1 11 q 11 11 11 H H II II 11 N I. 11 11 H —_ —®J —1—Y— — �--� — — — �--� — �--� — — _ _ _ CJ5 CJ5 N e e n n n n n n n n u n u x n n N n n x CJ3 Y U3 = N p Y 4 a 11 II II N H II II II N N N I N N n II N 11 II 1 ' cn N IL-'�--T- c1 '� a- 3 I I a a a 7,-01, FRAMING PLAN SCALE: 1/4 = V-0" 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 W a H b X EUDDIV. to LOT ABBOTT PARK LOT# 28 BLK. 12 PROJECT# 04181.000-28121 MODETA 3EAB "1504—ALLE)C GARAGE SlfMG: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C N DmNT ATE: 06/14/21 s9CA m: 1/4"=1'-0" QIIEET S3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE Q 24" O/C, SUBMIT SHOP "ROOFNVALLJFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A41) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT ON PLYWOOD SHEATHING, SEE (9) 1IM x 1 NAILS TO TRUSS "ROOF/WALL/FLOOR N HETA16 TO HTSM20 1Od T N (2) SIMPSON HETA16 TRUSS ANCHOR WITH T USS AN TRUSS ANCHOR WITH WITH NOTE: APT SYP #2 7' x 4", (4)11, TRUSS AND (4) 1/4" x 2 1!4" AND SHEATHING x 1 NAILS TO TRUSS 10d x 1 }" NAILS TO 6, 8" x MAY ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DB STRAP, DBL STRAP, 1 EACH SIDE WRAPS UP AND , GI GIRDER. PROVIDE 5" NAILS, W/ 10tl NAILS, 2 ROWS, 3" O CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE 1) SIMPSON LGT2 GIRDER TIEDOWN WITH PT SYP EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A #27' x 4", (16) 10d X 3 }" NAILS TO GIRDER AND 4'-0" MAY CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 6", 8" x BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF W/ 10tl NAILS, 2 ROWS, 3" WITH (12) 16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL Wl10 10d TO TRUSS AND (4)1/4" x 2 1/4" ADDITIONAL PLY MAX. TO TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS A4' SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS 2x SECURED W/ (3) 16d }" x 2 }'TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES C 24" O/C, lx2, 2X WOOD FASCIA (2) }' x 5" TITEN HD TO CMU AND (18) BOB �' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" 70 GIRDER 17. O/C FOR REVIEW 2. SECURED W/ (3)16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }" x 5'TITEN HD TO CMU AND (18) SDS }'x 3" lx2SECUREDW/10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O!C SEE SCHEDULE SOLID, 6' EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT =5 LBS (2 3 PLY) TITEN 2 ANCHORS MIN. 7' COVER & 7' APART B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4724725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED TRUSS ANCHOR 1a 1b 1c TYPICAL ROOF 9 3EMBEDDED GIRDER CONNECTOR(S) SCALE-' 2a 2b 2C CAL GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP OIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d 0 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2X PT. PLATE 5m MAX IwnX4) (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. OR 10'v" MAX (IX-1) * (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ T' FROM CENTER TO END, WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' 1x4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32" OC STM.CHORO MAX. BRACING, SEE PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PLAN FOR LOCATION P.T. PLATE W/ 12d's 8" 4 d a MAY NOT BE STIFFBACK (AS PER O.C. MAX N REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ (2)10d's ® EACH TRUSS BTM. CHORD OF TO 8E INSTALLED WOOD ROOF TRUSSES 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF O!C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 �7 BLOCK WALL W/ GABLE END SCALE 3/4"=V-a' PRE-ENG'D TRUSS SCALE 3/4-,-0 THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 114•D GE>5/&* USED SO LONG AS THEY CONFORM TO THE METER FOLLOWING L. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY 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 HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE q THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. BTM.HOLE DIAMETER PLATE< 3/5.0 DBL. STUD STUD NOTCHING ALTERNATE MATERIALS " AND BORING LIMITS S SCALE: 1 1/2"=T-0" SCALE: 3/4"=T-0" .1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.aLdesigngroup.com AA #: 0003325 r 6 0. a W O I3P UBDIV. ac LOTBBOTT PARK LOT# 28 BLK. 12 ROJICCT# 04181.000-28121 MODEL 3EAB "1504—ALLEX" GARAGE SWMG: RIGHT PAGE: DETAILS %16WPH EXP. C PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) ® 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/7' HIGH W/ 1/7DIA. ANCHOR BOLT W/ 2" A -SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO, 2 WASHER SET IN HIGH U c 990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37'OC MAX. B-(2)SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8' O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING .a. SIMPSON SPH4 OR SPH6 BTM IQ" GYP. WL BD. • O AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ FILL FILL ALL HOLES, DO NOT USE W1 WEFT CONT. 2x4 SECURED W/ (2)10d's C EACH x 3" 10dEPDXY WASH IN HIGHOR WASHER SET IN HIGH STRENGTH H TRUSS/VVOOD POST CONNECTIONSJU TRUSS TO BE INSTALLED (� 10'-0" O.C. MAX. 5-1/2" EMBED. MIN. 016" 1 Oa 10b 1 OC OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL „RUSS TO,, 0 SCALE: 3/4"=T-0' < a� A- SIMPSON MTS-12 U: 990 LBS W/ (14)10d GALV. NAILS. • B - SIMPSON HTS-20 U 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLKSIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) ll"x3"SDS, (1) SH' A.T.R. TO HDU4 AND (10) 1/4" X 2 1/7' SDS TO POST CONNECTION @ L.B.W. STRUSS POST TOSL,ABCONNEC7ION SCALE: 3/4"=l'-0" A8B -SIMPSON ASU44Z POST BASE N: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/ 5/8' AB. WITH MIN. T' EMBEDMENT TO SLAB 8 (26)16d x 2-12" NAILS TO POST. d N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 W w W.8bdesigngrou p.com AA N: 0003325 y � Y 14 atmDIV. as Lo ABBOTT PARK LOT# 28 BLK. 12 PROJECT* 04181.000-28121 1[ODEL4 3EAB "1504— ALLEX" GARAGE SUING: RIGHT PAGE: DETAILS 160 MPH EXP. C I. ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 •52.70 PSF (62.70) ZONE 3 = 60M PSF (70,50) ZONE 2e • 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79,80) ZONE 2n • 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r • 69.80 PSF (79.80) "A"• 4'-O" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1140/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 1 Od RING SHANK GUN NAILS @ 4" O.C. EDGEWISE ZA BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RINGSHANK, 212" 0131 F1667 S REW S ANK 70 000 RING ((16-20 RINGS RSRS-03 8tl RING SHANK, 2 3/8' 0.113 SCREW SHANK pER INCH) RSRS RSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0,113 F1667 SCREW -NAILS RSRS-01 KAF ItHUK IKUSb ROOF SHEATHING EXTERIOR SHEATHING 0 = r USE 1/7' CDX OR 7/16' O.S.B. PLY WITH Bid RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & O j 3 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT In INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL, BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: tOd NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD NOTE; GABLES -DROP GABLE END & (1) ADD'L DROPPED ZONE 2e, 2n, 2r: 10d NAILS @," O.C. ON EDGE AND 4" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16'0C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED BLOCKING PER NAILING SCHEDULE AND ADHERES TO ASCE 7-16 fid RING BHANK GUN NAILS @ 0" O C. ,. TOPS BOTTOM EDGES .. 49 V ' VP FXT gHPATHING ATTAr:41MFNT o 8 - 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING #8 7' DECK SCREWS @ 6"-8' O.C. MAX @ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING / TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 31C. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 5-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0NGROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS . DRAWINGSSEAMS ZAPPED BINCHES AND SEALED NTH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY 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 ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FSCR 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 STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS, SYP 02. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2'CHAIRS SPACED T-W OC, EACH WAY, TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THENFPA. TRUSS DESIGNS SHALL BE L SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. O RE AR SHALL B ASTM A615AO1 M GRADE 40 IN CONCRETE DEFORMED BAR R ASTM SHALL A S M A615 B E 5N OE E S, D PLACED GRADE 80 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446/A448M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. D DESIGN, SE, AND ERECT WOOD TRUSSES ACCORDANCE WITH TP "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDDFOR S FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:,A AND "SCSI LATEST EDITION" ROOF: UVELOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARYAND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -np-cunent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" NB BAR - 36' WOOD TRUSSES. 10 psf BTM CHORD -nonconcurrent #5 BAR - SO' #7 BAR - 47' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 38" x SET CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 W TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ Np GYPCRETE) ALL VERTICAL REINFORCING BARS IN CAN CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 FBI 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 (FBC 020) EXPOSURE C, RISK CATEGORY II) 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: tWT UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 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 , 40p NTS: AND DECKS: 40psf, GUARDS AND HANDRAILS: 200ps( GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS DIMENSIONS ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK HE TRUSS TO STRUCTURE CONNECTIONS NECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL P N D LA A L SU ERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm - 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-18 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW WILL . S SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO YRUSS CONNECTIONS. RO 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 DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 FBI, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE TV* THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED 5" 4-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318AND ASTM CM94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED, IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE, REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/2" FOR #SAND SMALLER 2" FOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-i/Y FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CM CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A3S/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 ki i. 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 WINDOW AND DOOR BUCK FASTENERS FASTENER APPUCAnON 91iE B-NO REMAPo(S APPLI-ON sin TYPE SPACING IREMARKS 14 PT FURRING TO MASONRY/GONG. CASE MRDENEDCgL MIL11?'LONG. 0" GPMGE DOOR SUCH TO MASCNRY/WNG /4"qA. OWASHER PfgN MASONRY A FASTENER 0" 11-BED.,<"END GIST., 11/Y EDGE q6T. 91. AL. E%T.000RS CANAL110NEO CpL WINTOW4000Rl FASTENED 1S DIA OR 18"OIC WBCAI a°EMBED., C"ENDCIST, 1x PT, BEE NOTES NNLI ZIT LONG. STAGGERED 0GE INTO MA60NRYFONC. TMABC=BLICK TO MASONRY2ICNC. WWA6F�R E%PANSION BOLT 2d"aC(1R'gA) SEDGE qST. WINDOVIBUCK CASE MRDENEDcaL a°D,c WINDOWIOOOfU FASTENED METAL STRAP ro CONTACT THIS ENGINEER FOR SPACING 1x PT, SEE NOTs NAIL 11 LONG. STAGGERED INTO MASONRYICONC. M-NIRYI-C, REQUIREMENTS EXT. BWNO DOOR BUCK] PT. SEE NOTE 6 (Z)3'is- NO WASHER 'TAPCON FASTNER 10 qC 11n'EMBED. O"END. DIST., 11 EDGE OST. NON-BEARINGWOOD WALL TO CONC. SLAB E AN310N A"EMBED. x"BNO WASHER BOLT ]<'O� GIST., 3"EDGEg3T. .IT WINDOW BUCK 0.138°PAFx31Po' 9'O,C <"END. q3T. 117' PT TO6NOT COL. SEE STAGGERED EDGE DISi. NOTES 1. STAPLES SHALL NOT BE USED FOR ANV STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOOR$ TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4 PAF SHALL BE HILTI X-ZF 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 NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407.774.4078 www.abdesigngroup.com AA #: 0003326 A V Y 14 svHDLv a# LOT• ABBOTT PARK LOT# 28 BLK. 12 PROJECT# 04181.000-28121 MODELe 3EAB "1504- ALLEX" GARAGE sWII40: RIGHT PAGE: DETAILS %160-YPH ER. C m DATE. 06/14/21 sCAL.E: 1 /4"=1 •-O" 8*1ZET SN1 a © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O7 STAPLESINSTALLED c THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA J-CHA DETAIL A FASCIA 7O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 7D STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLESINSTALLED( 12" O.C. MAX (INTO 7DWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 TAPLES INSTALLED 0 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. J" MAX-d k— DETAIL D O STAPLES INSTALLEDn J-CHANNEL THRU SOFFITAND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT 0 i„ DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L'---.w l•---SPAN %4-- i SEE DETAIL'A'— SEE DETAIL'E'— —EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD SEE DETAIL UD SEE DETAIL'E'— T EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END C BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOIST/RAFTER / BY OTHER 2-1/4" EMB. X2 WOOD BATTEN �LCHANNELQ3 v DETAIL B }" MAX. J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO (Z)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTE:1) CONCRETE/CMU OR WOOD (NOTE 1) (DJ -CHANNEL — ill DETAIL C J-CHANNEL BY OTHER 2 1l4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Qg MAX O.C. ,..--STAPLES INSTALLED @ 12" O.C. MAX (INTO 70 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. t #. fit }I3!•"•.. t�;il>t� >{i��>��#�� ��i�#��>si>{�i��i�� • � 1 3759 >{>375 i .4 3.625 3.625 5 08 .03 12�sA �V DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 d N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 rd hit V-q S sUHDIV. de I.OT• ABBOTT PARK LOT# 28 BLK. 12 PROJECT# 04181.000-28121 MODEU 3EAB "1504- ALLEX" GARAGE 8WING: RIGHT PAGE: SOFFIT DETAILS %160 MPH EXP. C MEN DATE•. 06/14/21 sCALE: 1/4"=1'-0" SHEET SD1