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HomeMy WebLinkAbout7713 Sail Clover Lnw 99 1504-3EAB-ALLEX 7 99 'R 0A 810, 1 A HOMES DATE Ot:� _"r-PHYRH1L' PLAN F'XAPOINER- 12602 TELECOM DRIVE, TAMPA, FL 33637 T4&1: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS rMM BUUMG CODE, nMmpmA4 ABV ABOVE LAV LAVATORY DATE DES02MON 7M == (2=) -AM IDW MD RATE CODES A/C AIR CONDITIONING LUK LUMINOUS 3, ADJUSIABLE MC, MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER comm CONSTRUCTION DOCARIMrM 16OMD ARCHITECTURAL SHEET # DESCRIPTION 0212VO PLAN MANTENANCE DR HORTON HOMES :OCCUPANCY - RESIDDITIAL, GROUP R3 AMP AMPERAGE m MINIMUM B BOARD M.T.METALTHRESHOLD PG CS -COVER SHEET 03r&% REVISED LINTEL SIZE *ENTRY 12602 TELECOM DRIVE CONSTRUCTION TYPE - VE .10. DffmOR FINISH - CLASS B CL CENTERLINE mm MOUNTED CAB CABINET mTL. METAL CLO, CEILING NTS NOT TO PG GN- GENERAL NOTES 6641M ADDED LED LIGHTS TO KITCHEN 4 5ATHRO" PER MW 50M 10/5M ADDEDWD LAYOUTPG TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -BASIC WIND SPEED - Vult=180 NPH Vasd=124 MPH wOSURE -C -I-STORY RESIDENCE - - 2-STORY RESIDENCE - MAIL HEIGHT AS PER LOCAL CL.R, CLEAR O.C.CENTER CONE CONCRETE PL PROPERTY LINE CPT, CARPET P B PUSHBUTTON CT CERAMIC TRE 'LL PHONE II DRYER PIT PLATE DEL DOUBLE PLYWll. PLYWOOD Al -FLOOR PLAN PG A2C-ELEVATION "C" PG El -ELECTRICAL PLAN 10/M I ADDED OPT OPT. 8'-CELING W*HT REY",= UW Ca#ECTM UATH "SON C*#eCTORS VM3M OFT. V-0- CL& HGAT- RIEVOE ARCk"T WriH% VVMI MO FBC LPDATE AND STATE CODES PAIR DIA. DIAMETERGLAZED T. PRESSURE TREATED PG Pl-PLUMBING PLAN DIM, DIMENSION R. RISER DISP DISPOSAL BAD. RADIUS DP DEEP RA.G. RETURN AIR GRILL DR DOOR REF. REPRICE D.S. DOWNSPOUT REF ROOM REFRIGERATOR D L DETAIL R.O. ROUGH OPENING D.W. DISHWASHER s.c. SOLH)COREEXTDR EA. EACH 1�13 SMOKE DETECTOR ELF ELEVATION S H SINGLE HUNG FQ EQUAL SHT SHEET ExH EXHAUST sHTf G. SHEATHING 03/0341 ADDED SORT DETAILS PG MI -MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL PG WAI-WALL ASSEMBLY DETAILS -STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA SQ.FT. CAWS LlvNG 904 Sa FT. GARAGE 3w $0. FT. ENW 31 Saa Fr. AR No. 93723 L.4"1 06 ea FT. EXT. EXTERIOR SHWR. SHOWER F G,FX FIXED GLASS sim. SIMILAR PG WA2-WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, I1C. 1441 NORTH RONALD REAGAN BLVD. TOTAL 2011 Sa FT. F.G.G.FUEL GAS sL SLIDING FIN. FINISH SL.GL. SLIDING GLASS FL. FLOOR STD STANDARD FLUOR. FLUORESCENT Sws SHEAR W L PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 F . DR- FRENCH DOOR SECTION FIG FOOTING TEMP. TEMPERED GLASS P G WA5-WALL ASSEMBLY DETAILS I Tel: (407) 774-6078 GA, G UGE T . THICK GAR. DISP. GARBAGE DISPOSAL TO c TOPOF C " PG WA6—WALL ASSEMBLY DETAILS Fax: (407) 774-4078 GTJ GROUND4AUL CIRCUIT TOR TOP OF INTERRUPTER TOS, TOP OF SLAB oL GLASS TYE TYPICAL STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN P G S1.1 A -DETAILS Gyp. ED. GYPSUM BOARD U.N.O.UNLESS NOT HE, HOSE BIB OTHERWISE H.C. HOLLOW CORE v. , VAPOR PROOF HDR HEADER w. W SHER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER HOT, OR FIT HEIGHT W/ WITH INSU INSULATION w WOOD INT. INTERIOR WOW WINDOW PG SlJB-DETAILS THE BUILDER ASSUMES ALL IIABn= FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. WIN WATER HEATER W.I. WROUGHT [RON PG S1.2-DOWEL PLAN W ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) AM UNCLEAR AND PG SI.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 S2.1A-DETAILS DRAWING MT, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S2.2A-SAFE LOAD TABLES PG S3-FRAMING PLAN CLARIFICATION. PG S3.1A-DETAILS AS DESIGN GROUP WILL RESPOND TO AM WRITTEN PG S3.1B-DETAILS RK's IN WRITTEN/DRAWN FORMS IN A TIMMY MANNER. AB DESIGN GROUP TAUS NO PG SN1-DETAILS RESPONSWM FOR INTERPRETATIONS OF PG SD1-SOFFIT DETAILS CONSTRUCTION BY THE BUILDER WHEN NO Rn's HAVE E TED UNCLEAR ASPECTS OF THE GENERATED GU VM ONSTRR&M ON THE DRAWING SET. .1 N. RONALD REAGAN Bi LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroupcom AA #: 0003325 o 1 BXMDIV. ac Lotl ABBOTT PARK LOT# 36 BLK. 7 "M 04181.00 -36071 MODE14 3EAB "1504-ALLE)C" GARAGE 8WING: LEFT PAGE: COVER SHEET 160 MPH EM. GENERAL NOM 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAM Ate CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 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 R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN A -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN W-INCH GYPSUM BOARD OR EQUIVALENT. am auc 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED 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 A THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING, 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." Tf 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 ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE OFT . SQ. PLI I B 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. B. 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. EK1011" WALL COVERIM 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 EXTB F1aalEf 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063.19a & ASTM-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 - 1"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. 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. EKIB ORCE1.M 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMNISTRATION SERVICES ARE NOT A PART OF AS 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. ExTE "80FIFrta 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 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 4 eunDrv. se L1071il ABBOTT PARK LOT# 36 BLK. 7 PROJECT 04181.00� 36071 MODET. 3EAB "1504-ALLEX" GARAGE 8W MG: LEFT PAGE: GENERAL NOTES 1 MPH EXP. C 17 DATE: 06/14/21 SCALE: 1/4"=1'-O" BIiE CT GN Admz_AW.W (2) 3052-SW v--- - -- lSl> 0 3-SH 0 lip Lv I i m PANTRY I j j a POYI� c; eycc ti0 I m DRMRRWM clfi I I ICLAL v 2'-4• Ln 31-81 21-10' I �� 9 — 9 ^ I e 8 d GL I LANAI b IV-& CL& I� LIVmR" DW . X. v iOPT. I leb 8 O' q Cs A I 61QI�Q 0 CLGL , 2-9 REF. 20 v LIld• 6 1R_16H - -- ---1 b2 R•'AGE b20 I iA A8 RE I a a ---m O HALL —O ---� B'-8' cLG U PER DLDG m wir— I 2_" CODE o 2'_4- 2"S I N 9 In I BGt A I 9 v 3-SH ® ® v " 1 a j n LAY. LAV. BECIMMA ul> I - BBDROObI;1F3 s-sIN � ro I W-01 cmc e,�, cL� v a' o cLa I 1 1 v PAN i0 I I W1C io SCALE, 114 " 1'-0' 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 SHALL BE EGUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MMUTE FIRE -RATED DOORS. .SQ.FT. CAM'S LIVING 1504 Sa FT. GARAGE 3W Sa FT. ENTRY 31 Sa FT. LANAI 06 Sa FT. TOTAL 2011 Sa FT. MASONRY/FRAME WALL LEGEND S'-O' BLOCK WALL UNO ON PLANE DRA HGT. VARIES 4' INTERIOR LOAD DRG. WALL UNO. ON PLANS 4' INTERIOR NON LOAD 13Ws. WALL UNO. ON PLANS -ALL INTERIOR DOOM TO 5E 618, -ALL EXTERIOR DOORS TO BE 8'-0' UNLESS NOTED OTHERWISE CGIOW NOWIA MODLOADII alas NID ElIPOaIE Roza OMM OIRIB E � ME 11DM'MINDMO a�laae MNDTI MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING 18 S 36/-41 DR MIN. CRITERIA SAD. MIN. 41 5 34/-43 CRITERIA 16010 O.HD. 112 5 31/-38 12'xi2' 9OFPIT 1 5 313/-41 5 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, M(P.=C. MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH JEDj(2020) SEC71ON R3012.1 TO MEET TESTED ALLOWAOR NOMINAL WIND LOAD VALUES FROM THE PRODU MANUFACTURER. COMMMDA750M c 7 DEL. TOP PLATE 0 m A)BAR DETAIL scALE:Ia'.I._01R'.1._0. 4 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 a M o M 6 IG BUDDrv. Nk LOT•ABBOTT PARK LOT# 36 BLK. 7 PltOJmCT 04181.006--36071 HODzy- 3EAB "1504—AUDC ARAGIQ 8WWG: LEFT 1 PAGZ: FLOOR PLAN 160 H A C Dvnrr AB., 06/14/21 8QUX: 1/4"=1'-O" 6*Em flT Al 8'-m' BRG. HGT.Io m'-m' FIN. FLRe, SAND _ rtI►C* .r � - FRONT ELEVATION-C SCALE, 1/4 - P-m TEXTURED FINI 1�b OFF RI� T 8'-0' BRG. HGT.r, I I I I I I I I I I i I I I I FIN. FLR.i, 1-r �—/OFF RI� T b REAR ELEVATION-C SCALE: V4 - V-m' TEXTURED FNISH I I I �F-1 I I I I I I I I --------------' ----'—'--------------i ,► m'-m' FIN. FLR LEFT ELEVATION-C SCALE. 1/ - I -0' TEXTURED rNISH OFF RIDGE VENT OFF RIDGE VENT 8'-m• BRG. HGT.r, V-m. I I IIF I� I I I I I I 0'-m' FIN. FLR, RIGHT ELEVATION-C SCALE: /4 - I'-m' TEXTURED FINISH o m'-m' FN. FLR AREAOFArnC = 2232 SO, FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA 2232 /300 = 7,44 = 1071.36 SO, IN. MIN. REQUIRED VENTILATION IN UPPER .5 X 1071.3E PORTION OF ATTIC = 535.68 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA 125 50. IN. PER VENT TOTAL# OF VENTS REQUIRED = 4165809 TOTAL# OF VENTS PROVIDED = 5 8'-0• BRG. W.T. 40'-9>' FIN. FLR LOUVER DETAIL 3ON 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-77"078 FAX: 407.7744078 www.abdeslgngroup.com AA #: 0003325 O g m� e summ de LOT: ABBOTT PARK LOT# 36 BLK. 7 PROJWT* 04181.000-36071 MODEL: 3EAB "1504-ALU)C' GA CAGE 1ETIIMG: LEFT 1PAGE: ELEVATION "C" 160,MPH EXP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —(—P v� 2&V OUTLET 20 AMP ANGLE POLE AOV CUTLET wv lul., IG MRLET Omewo TO SWITCH GPI IIOV OUTLET NT�Et(TAPI-EIt IBWPAM TYPE) 220V OUTLET (4)W CONNECTION GPI a LEiM anam NIP•1lIeT (yj:� W WIRT064 DUTCH S-WAY Opw W4 1SUTCH 4-tU AY OPER 1.-0 END r� LOW CEILING LOW O LED CLG LIGHT LED VAPOR ©Vp FROM LIGHT O VP VAPOR now LOW OMcemetED CAN eYEdT. FAN IOM MR a6 FT. A'INT. FIN YTLIGIR EOM Mel a6 R. V FD(� (eP'Ena T1a0 err YEN• YRAP ® 7: ARONO ) 2-- AIe71ND (SUFFACIIII MM) i 2' FLIIOIi1CNi 4'FLYOIWCET ►G�-v-I CD G ,' TtMGC LIGNf PANEL Nib P'!7!R SD. 0101E DETOG'rm rO WALL aim a�iEerat ® SKO CI400N 8101E DlIECTOR CONNED MEFOOIeEetm SNLI. EE A DMTANCE P"mNma M NOT LESS THEN 4' LL PNDANT LIGHT LIB fjV NATURAL AM TIe.RHONE JACK � WTlR IiATIGt IOI/00lttGi N A�`B ..� AR aOIOI DlaealaEGT ONE TILEVWON JACK cli am O U- TO = eLrroluw N AOCOIO,ANOJ: u# om m PWE®M OUCH FOR Menscirm CEILNG FAWLtlM TO EE NtTORPED N AIOCOOAICE WY SON MWW As SUCH MR p�pg 24' Pe.ANDECNT LA T a RIP �nncnn M' tr.A DRICO T LOW STRIP nnnnnnnn µ,me LIGHT STIED• PLOOD LSM KP OPT. sawn MYPAO • Pa PuaN-evr7oNE-- use PORT • LOCATION M TV U•4CIc6 4 PHONE OUTLETS 4 FAN& TO w vIERPIED' HaMEOu set PRE-cowneUC'TION MNETNG • ALL e 4 20 AP IaRANCH CIRCUITS TO a ARC FAULT PROTECTED PER ELECTOCAL PIRONSOS M MICR „N EDITIa14 f]020) 1 r4Ee 21eJ2 20M lDlTldl • 20 AMP DEDICATED LAUNDRY CIRC UPT. • GP' ISLAND (NOT ON KITCHEN CIRCUIT) • DISWANEIt DISCONNECT TO ED LOCKOUT N PANEL • BATHROOM E04AUST FAN TO HAVE MN CAPACITY M be CR I INTERMITTENT PER E.ECTRICAL PRON&IOl& M SECTION ROOM • LLAUNCW picia.10 d CROWD FAULT CRC.LT-NTnpvaNn R PROMOTION FOR ON • MININGIODDI NON METALLIC CABLE FM ELECTRICAL PlIlMnSIOS M fflQ XlH 2 nc20) • ALL NOW TO COMPLY WITH RLOCTtlCAL F'ROVI&IOS OF THE PetAt TrH On t202e1 • T&11 M LN4RNG 61p a EPICI•NT TYtt PER ®P4CBCY) 20]0. TrM EDITION R4043 150 AMP ELECTRICAL. RISER NOT TO SCALE GENERAL NOTE& A. ELECTRICAL MAMMALS MID INSTALLATION• $WAL.L COMPLY WITH ELECTRICAL PRONASIONS OF THE BLCd.ILi EDITION ddIQ. LOCAL CODES, AND ALL LOCAL POUR COMPANY REQUIREMENTS. 6 ALL CONDUCTORS SHALL BE TYPE TWHNAW W UNLESS NOTED OTEI WSL POWER 0"A GRADE PROVIDE M AMP, 2O/240 VOLT, I M"M ELECTRICAL SERVICE. PRONGS S A COP 1-1/1" DIA SCHEDULE e0 PVC CONDUIT OR 4A0 ALUMINUM (AL) N 2" DIA SCHINDUI.E S CONDUIT UNLESS SERVICE a PROVIDED E MJZMC COMPANY. COORDNAIN WITH 1 COMPANY PRIOR TO DID. I L I � I LED LIGHTING C� SINGLE LAV• BAT S I 311/0 CIA THUN • 1AS CU N 2' CONDUIT OR E THW 4 Al, CU N 2' CONODUIT OR 2/0 AL SXX r TO TERMINAT✓< A00VE SOFFIT • OVERMAN&) COMBINATION SERVICE SO ,AIF DISCONNECT SW#TCH AND 20/240 W M ELECTRIC METER IN Il tBE NOMA SR ENCLOSURE PAPIL TELEFli" aEIVICE CA" IEJ.EVISION 114IRAHCE owtvm EARANCE EORPFEJT I EOWP Im NiE1RDYSTEN DODRNG TERMINAL AT LOW VOLTAW COlECTIONS I % CU SEMCE GRAND CONNECTED TO CONCRETE ENCASED POOMM STEEL PER ELECTRICAL FFWVSIONS OF THE FM y�,Z,-j 5/8" DIA X e PT LONG COPPER CLAD GROUND ROD I _ 1 I L L I I I \--------- LED LIGHTING (� DOUBLE LAV. BATH N I LANAI / OUTLET FOR I I DISHWASHER I . I CEILING MTD. I I PRE -WIRED ' -- LIGHT TO BE CLG III L PAN INSTALLED, I ` /' I, PROVIDE I J-BOX FOR OPT. FAN I I I I 11 III (ro n 6h " / BBDROOMN M PRE -WIRED CLG PAN I GPI W.LC. i �— BIOROOM113 , PRE -WIRED I GLG PAN PANEL: A PANEL: 42 cit. breaker VOLTAGE: 120124O V -1 Ph MAN: 150 Ar p M.L.O. FEEDER 3-#210 Cu TF WN & 1-#6 Cu (G) in T C. OR 3-#4/0 AL TFNVN & 1-#6 Cu (G) in T C. Wlrs Pd. Ne oae "'" We pratt prat Waee Des."- ab P°le Wre #12 1 20 Smml Apple"oe 1500 1 2 90a0 Reg. 50 2 0 912 1 20 eTcmaee/Food ism 3 4 e12 1 2s 3mel Appfi— 1500 5 5 45M ww. to 25 2 00 # 12 1 20 Rdi 15M 7 a # 12 1 ZO qnl Rec else AFCI 1500 9 10 t2110 g4p°em GFI 20 1 #12 $12 1 20 Both GFl Recepteelea 12DO 11 12 iwo gslmeehe GFl 20 1 #12 014 1 15 FoyarfFld am 13 14 5000 fly. 30 2 010 014 1 15 G-1 Ram / On. Light 11•m1 AFCI s00 15 1e 014 1 15 Kechen UPP4e / P-u / Dap AFCI s00 17 18 1500 W.W GFI 20 1 #12 V4 1 1 15 IBwI021LAunftAFCI 12D0 1 10 20 1ODD D"°rWane GFl 20 1 02 014 / 15 Beds/BM#2AFCI M I" G /Exteda Ue&Rw s.AFCI 20 1 #12 Spwa 23 w s00 Bed#i/Sq AFCI 15 1 014 25 2a 900 BedP/W.I.C.AFO 15 1 #14 g 2/ 282e31 Msee E11D21 33S e3 e M Me 37 38#e 2 e0 A/C AMN '" 10 KVA m 65% 41 40 92 440D N.C. A/CC.U-1 40 t 4& ldd Meet to tlenaM lcter cicJdme/WNa23400301m toad to deinam tacla'eakuldoM/Ihe Dennend Factor Calculations A85REV WTIONS: "Cl: ARCFAULTCNWrrff t !UtUPTER NC: NONCONODEW LOAD GFI: GROUND FAULT MIE ERRUPR tar lam Rages t° 4em.m eda s35ro Fret 10000 wtb at 10D% 10D00 R 6 . * 40% 174M dm A/C load LOAD CALCULATION IS BASED ON AA: NONLONCIDENT LOAD Tot' 2et40 T.teL2Wwe) 121.4 General Lighting & Receptacle Load Tqm NC Fe' 1504 Genam Ue & Rx 3 W / S . R. 4512 19 at 65W/Li M at 100% 1235 c•enetm 5747 CIDyt t6l ToGlvatls Gemmel us & Rw Pen' A 10 575 5747 QD I I QD it I I I I I mys, I I DININ(iR00M ELECTRICAL PLAN SCALE, 1/4 a P-0' MRWM#2 PRE -WIRED CLOT FAN I GARAGE DOOR I w GUAM ' I .I .�a 1 y I KEYLESSI I I WALL MOUNTED FIXTURE I 1 LIGHT W/SWITGH N --1 ATTIC I IRRICTATION OUTLET 0 48' AT-P. (SA FIELD VERIFY LOC. \1 ) / /i V OPT. COACH LrsI4T JUN 1 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-607S FAX- 407-774.4078 www.abdesigngroup.com AA #: 0003325 c 4 SVBDIV. & LrOT III ABBOTT PARK LOT# 36 BLK. 7 PROJECT# 04181.000-36071 MODELa 3EAB "1504—ALLE)C' GARAGE 8TfMG: LEFT PAGE: ELECTRICAL PLAN 160 PH C PLUMBING PLAN VTR ALE. V " P-® KITCHEN SINK PLUMBING RISER ti N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA A: 0003326 a � r o 4 SVHDIV. de IAT: ABBOTT PARK LOT# 36 BLK. 7 P1ioJECT� 04181.000-36071 MoDurs 3EAB "1504-ALLEX" GARAGE STUNG: LEFT PAGE: PLUMBING PLAN %160 MPH E C 17 D TE 06/14/21 SCAM: 1/4"=1'-0" SHEET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MF& REQUIREMENTS. 2. ALL DUCT SYSTEMS NOTALLED IN NON -CONDITIONED AREAS SMALL 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 1TH EDITION (2020) MECHANICAL BLDG CODE SECTION 603. S. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES NA i � BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER I = 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO MC 'ITH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH MC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EOLAL AIR EXHAUSTED. 9 ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/dMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL DE INSTALLED TO MFG. RECOMMENDATIONS AND FOG 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. SCORIATED NICKEL FIN. FLOOR BRONZE FL PL. "-I— OR WALL —FITTING OR EXTENSION TO SOIL OR WASTE AS r REQUIRED INSIDE / RIES NICKEL BRASS TOP CAULK / P.V.0 OPTI/SPEC XFL00R SLAB CLEAN -OUT (TYQ COUNTERSIAIC C.O. PLUG SEE SPEC. r-8'Xe' CONC. FN GRADE OR PAVING O ■ FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYPN� LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRINK — BROKEN LINE- RETURN TRNK 1 BALANCING DAMPER OR ODD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL ATTIC AIR SUPPLY- � AIR EVAR ALL VAC TO HAVE PROPER PANS W/ DRAMS SECURE STRAP TO CONG W/ (2)-3/16'X2' TAPCONSIDAd1ETR 81MP80N WB ROLL STRAP EXTERIOR WALL OR EQUAL AIR RETURN SUCTION AND LIQUID 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) REFRGERANT LINER #SXI 1/4' SHT, MTL. SCREWS CONDENSER UNIT EXTERIOR WALL CONNECTION TO PAD 1 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' DIA. 1PVC SLEEVE 70 LINES BELOW SLA7B OVER HEAD • 12' FROM STRUCTURE REFRIGERANT LINES TO RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 30 .2.4 HVAC DRAINS MECHANICAL PLAN 6CALE, 1/4 • 1'-0' JUNI i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407.774-4078 www.abdesigngroup.com L AA N: 0003325 J a ax7mrv. ABBOTT PARK LOT# 36 BLK. 7 PROJECT 04181.00 -36071 MOD= 3EAB "1504-ALLEX" GARAGE AWING: LEFT PAGE: MECHANICAL PLAN 160APH M. C �g_�Lg 2X4 TOP PLATE PLAN F'RE-FAD TOM IR'. CLG. SOARS 1/2' DRYWALL -t 1 • 1 SECURE ST. - P'LATE TO BLAS W/ IOd MASONRY NAIL • 32' O.C. MAX FM. PLR 2X4 WOOD STUDS 024' O.C. SLAB TIONS SUPPORTING HUNG PLUMBING RES AND WALL JETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 2W O.C. (a:)TYP. INT. WALL NON—BRG. D1 SCALE. FIBEIEsLA59 9HINGLEB WITH UNDERLAYMENT AS PER POOR 905.1.1. ROOF 8-MATHNG THICKNESS AS PER SHEET SNI. BE RED PER FASTENER SCHEDULE �2 PRE-ENG TRUSS MTL DRIP EDGE 2x FASCIA PER 1-m ELEVATIONS TYP. O.H. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED �11 EA DIRECTLY TO MASONRY S/8' GYPSUM Bt OR 1/2' HIGH STRENGTH CLG. BOARD 3"IORS I. DRY76=6 "I TOP CHANNEL l28 GA.) V2' DRYWALL 9 S/S' ORS 3/8' ME24' OL, 20 GA MEINSTALLED RECEIVING UPPER/ LOWER 3 Sro' opt S CAM ETS AND TUD/SHOWBR 28 3ro' BOTTOM GA METAL TO BE INSTALLED CHANNEL (28 IN ALL OTHER WALLS. STUDS GA.) SECURED fll__ TO BE SPACED 16' O.C. AT 2ND TO CONC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WEU.S AND BATHROOM PAP A TO WALLS V TILE FINISH W/ 1/4' WOOD SCREW BOND BEAM - SOLID GROUT W/ (I)- 5 (2) COURSE 5' DIA. SLEEVE, DO NOT CUT DO NOT CUT THE BOND BEAM REBARS `—FINISH FLOOR 1—STORY TYP. INT. WALL m PIPE THROUGH BOND BEAM 1A METAL STUDS NON—BRG. D1 SCALE- 3/4'.I'-0' D 1 SCALE: 3/4'.I'-0' ENERGY CODE FORMS R-4.1 INSULATION — WNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — "I" 'a 24' O.C. 8' CMU 1/2' GYP. ILL. BD. - WOOD BASE — 0'-0' FIN. PLR..,, 4 4: n W/ WINDOW OPENING �L FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 908.1.1. ROOF SHEATHING THIC) ESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE ��_ �-1_0 MTL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY _ 0'-0' PIN. FLR ROOF SHEATHING THICKNESS IS e ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 16095.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 1 SCALE, 3/4'-I,-®, UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR SM.LL 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 SNL 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 C°_I"ENT PLASTER APPLIED DIRECTLY TO MASONRY a' cm :Y7Iq! by LN ao, 2B GAS LINE THRU BLOCK � .r 2X4 SPF 24' O.C. MAX END SECURE W/ NAILS A. END • E 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS AX PRE-ENG WD. TRUSS PER ELEVATION CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORME FOR INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL ^' 42 P.T. PURRING STRIPS a 24' O.C. 1/2' GYP. ILL. BD. �— WOOD BASE ♦ � � � ��� i 045�Oi�i�i�40Ti�JOi0�4 : - � Amy OTT Ao DDat Rah TAtAdG OT OTHEa rwTaxm W Room 1*ACK SRACKM Wr PROD= AFFROVAL REO. s GARAGE DOOR JAMBS D1 SCALE:11/2'•i'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WS.U. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING T14ICI04M AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNL PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 11 0'-0' PK FLR 4 • ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 16095.1. n W/ WINDOW OPENINGn TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF 1 SCALE, 3/4'.I'-C' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D4869 TYPE III,UN OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroup.com L AA 8: 0003326 J ll a Mimi OUBDIV. 4. LOT: ABBOTT PARK LOT# 36 BLK. 7 PROJECT 04181.000--36071 MODEL: 3EAB "1504— ALLEX" GARAGE EIT/ING: LEFT PAGE: DETAILS i6 M E C mm 2X6 P.T. • CENTER OF DOOR HEADER SECURED Lill (V 101' X S' J-DOLT UV 4' MR EMBEDMENT LiV 2' X 2'X V6' 110AER 4 NUT OR WV (2) V2' X S' ANCHOR BOLTS Ilk 4' MN EMBEDMENT W/ 2' X 2' X VS' WASHER 4 Nllt� NJ V4' TAPCON6 1 UZ' EMBED. S' O.C., WEND DIET. 1 1,2' EDGE DIET. 2X6 GARAGE DOORBUCK SECURED WV (6) V2' X S' J-BOLT OR ANCHOR BOLTS, IW 4' MIL EMONEVENT, WV 2' X 2' X VS,' WASHER 4 lWT. (1) WITHIN N OF TOP. (1) WITHIN S' OF THE DTM, ® (3) EVENLY SPACED. NJ i®r NOTES. ALL .ANCHORS SWALL BE N AOCORDANCE TO tA4 AG7URER'6 INSTALLATION INSTIMICTICNB WERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR BUCK ATTACHMENT 02 4,..... —.- 6' cm V2' DRYWALL b4 P.T. OR 6/4'X4' MN SECURE TW RU PRAMS 4 ❑ MAW EXTEND 1-1/4' INTO P.T. NAILER BLOCK IW S/W' TAPCONIS DOOR CASMG MN SHANK 612E J45 MN HEAD 612E 300 MN EMBEDMENT 1-1/4' WITHIN S' OF EACH END DOOR JAMB OR WINDOW 4 IS' = MAX RACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PU MB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +3/4" OR +6/4" TO BLOCK +9/4" OR +6/4" n 11DiDOlf 2X4. m SECURE TO BLOCK WV SAW TAPCONG MN SHANK SIZE 146 MN HEAD SIZE 900 MN EMBEDMENT 1 V4'1 WITHIN S' OF EACH END 4 IS' OL. MAX RAGING. 2)(f, m SECURE TO BLOCK WK2) 3/I6' TA•CONS MN SHANK SIZE .146 MN HEAD 612E 900 MN EMBEDMENT 1 1/49 S' CAI! WITHIN S' or EACH END 4 IS' O.C. MAX RACW. 1/2' DRYWALL 2x& ® ❑ II)w SECURE TO BLOCK P.T. HACASLER WIW2) 3A6' TAPC" DOOR NG MN SWANK SIZE J46 MN HEAD 612E 900 MN EMBEDMENT I V4') WITHIN S' OP EACH END 4 B' = MAX DOOR JAMB OR OW WIND SPAC ' ATTACH TO 2X FOR MA4FACTRE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,149 DOOR JAMB TO BLACK +1 1/2" a �11iB1D011 TO BLACK +1 1/2" 2X4. m SECURE To BLOCK WV 3/16• TAPCON6 (MIN SHANK 61a 146 MN HEAD 612E 900 MN WIMSPI104T 1 V4•) WITHIN S• OP EACH END 4 IS' OG. MAX SPACING. 2X6. SECIM TO BLOCK WK2) 9/16' TAPC" MN SHANK 611E .H6 MN HEAD 612E 900 MN E110M fI!M 1 V4') WITHIN S' OF EACH EMD S' CM 4 WN' OL. MAX 6PACNG. V2' DRYWALL 2X8. ❑ 6ECURE TO BLOCK MA4' WW2) Sh.' TAPCON6 P.T. NAILER MN SWANK 612E .W6 T/16' O.6B. X 4' MN MN HEAD SIZE 900 MN EMBEDMENT I V49 DOOR CASNG WITHIN 6' OF EACH END 4 o. of MAX SPACING, DOOR JAMB OR WINDOW ATTACH TO 2X PER MA LPACT1RE8 DETAIL& NOTE. SHIM AS NEEDED TO PLUMB JA IS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 16/16" /, O A TO BLOCK +1 16/ib" 2X4. SOMMIS TO BLOCK WV 8/16' TAPCON6 MN SHANK 612E 146 MN HEAD SIZE 900 MN EMBEDMENT ENT 1 V49 WITHIN S• OF EACH ETD 4 IS' OL. MAX RACING. NOTE. 67111UC7URAL 2X MUST BE 2X6, = ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-67RUCTURAL WK2) 6A6' TAPCONO 3/16' TAPCON MN I-V4' (MN SHANK 612E .H6 EMBEDMENT INTO BLOCK MN HEAD SIZE 900 MN EMBEDMENT 11149 WITHIN 6' OP EACH END S' CM 4 W OL. MAX RACING V2' DRYWALL 2XS. ® [Ell SECURE TO BLOCK I WW2) !h' TA'COH6 P.T. NAILER MN SHANK 612E .146 DOOR CAGING MN HEAD SIZE 900 MN E'blDM41T 1 V4') WITHINS' GP EACH END 4 IS• OJ:M MAX RACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOW, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +2 1/4" `�AII'1�101/ TO BLACK +2 1/4" 2X4. SECURE TO BLOCK W/9/16' TATCONS (MN. SHANK 612E 10 MN HEAD 612E .SW MN EMBIDhINT 1 1/49 WIT14N S' OF EACH END 4 IS' = MAX 6PACNG. 2X6, SECURE TO BLOCK WW2) 3/16' TAFCON6 MN SWANK SIZE 146 MN HEAD 612E 300 MN EMBEDMENT 1 1/4•) WITHN S' OF EACH END a' CM 4 IS'Of MAX RACING. V2' DRYWALL 2X& ❑ SECURE TO BLOCK 1744' WK2) NIS' TAFC." P.T. HAILER (MN GRAN[ 61ZE J46 DOOR CASING MN HEAD SIZE JIM MN EMBEDMENT I V49 WITHIN V OF EACH END 4 16. MAX RACING. DOOR JAMB OR WINDOLi ATTACH TO 2X PER MANFACTWB6 MAILS, NOTE. $HIM AS, NEEDED TO PLIUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +3" r1RIL,WI 'rn THTnrN( in" 2X4. ME SECURE TO BLOCK WV VW TAPCON6 MN SHIRK SIZE 146 MN HEAD SIZE 900 MN EMBEDMENT 1 1/49 WITHIN S• OF EACH END 4 IS' OL. MAX RACN6. NOTE. 671111VICTURAL 2X MUST ME 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-671tlJCTURA- WW2) 9/16' TA'CCN6 SAW TAPC ON MN I-V4' MN SWANK SIZE 145 T INTO BLOCK MN HEAD SIZE JIM MN EMBEDMENT 1 1/49 WITHIN 6' OF EAC44 END S' cm 4 W OG. MAX RACING. VJ' DRYWALL 2XS. ® I'X4• SECURE TO BLOCK Li P.t. NAILER W92) NIS' TAPO" DOOR CASING MN 61WK 612E 146 MN HEAD SIZE -I" MN EMBEDMINIT 1 114') 2ND 2X SECURE TO STRUCTURAL WIT14M S' OF EACH (ND MEMBER WK2)0d WITHIN S' 4 IS' = MAX of EACH END 4 6' TO S' O,e. MAX RACING DOOR JAMB OR WINDOW ATTACH TO 2X PER NOW, SHIM AS, NEEDED TO PLUMB MANU'ACTISRE6 DETAILS. JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" /n11N mor Ta naCK +A" 2X4. M SECURE TO BLOCK W/ 1/4• TAPCCN6 (MIN. SWANK 612140 MN HEAD 612E 900 MN EMBEDMENT 1 1/4') WITHIN S' OP EACH END 4 18' OL. MAX SPACING. 2X6, SECURE TO BLOCK WW2) V4' TAPCCN6 MN SWANIC 612E 145 MN HEAD SIZE 900 MN EMBEDMENT 1 V49 WITHIN S' OF EACH END 4 IS' OD. MAX RACING. 2X6. SECURE TO BLOCK WW2) V4• TAPCON6 (MK SWANK 612E .146 MN HEAD SIZE 900 MN E'bEDMENT I V4') WITHIN S' OF EACH END 4 w OL. MAX RACNG. 6' cm 1/2' DRYWALL 1'A4' P.T. NAILER IA6' Ohd& X 4' MN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTREB DETAILS, NOTE, SHIM AS NEEDED TO PLUMIS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" G OTI TO BLOCK +3 7/16" 2X4. m SECURE TO BLOCK WV 114• TAPCON6 MN SWANK SIZE 146 MN HEAD 612E 900 MN EMBEDMENT I V4') WITHIN S' OF EACH END 4 IS• OC, MAX RACMtiw 2X6, SECURE TO BLOCK W/M 1/4• TAPCOH6 MN SHAW 61ZE J46 MN HEAD SIZE 900 MN EMBEDMENT I V4') WITHIN S' OP EACH END 4 M' OG. MAX RACING. 2X6. GECRE TO BLOCK WW2) V4• TAPCCN6 MN SHANK 612E .146 MN HEAD SIZE 900 MN EMDEDMM4t 1 1/49 WITHN W OF BACH END 4 IS' = MAX RACING. NOTE, 6TRUCTURAL 2X MUST BE ON OUTSIDE 4 OECU RID THNRCJ3H NON-STRUCTURAL 3/16' TAPCON MN 1-1/4' E'blDMENT INTO BLOCK L-3 NC"U 1/2' DRYWALL P.T. Rr. NAILER 1•P.T.X4'MN IL�JI� r DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MAMFACTNRE6 OVAL& NOTE, SWIM AS NEEDED TO PLU IS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3 3/4" a 0� W TO BLACK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003326 C i qy 'EXMDIV. aR LOT:' ABBOTT PARK LOT# 36 BLK. 7 PROJECT# 04181.000-36071 MODEU 3EAB "1504-ALLEX" DARAGE m Vrm is LEFT PAGE: DETAILS I_ • JUN 117 r wT06/14/91 CALE: 1/4"=1'—O" HEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 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 1Z/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 20446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 11495.4 SIMPSON STRUR. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 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 STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBat 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 1S279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 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'-B" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENSCORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/32/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBat 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 29901.1 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 LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 d N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroup.com AA #: 0003326 6 6 4 MGM ee LOT24 ABBOTT PARK LOT# 36 BLK 7 PROJECT# 04181.000-36071 MODEIA 3EAB "1504-ALLEX" (GARAGE B'WnWG: LEFT 1 PAGE: PRODUCT APPROVAL LISTING 160 3WH EXR, C 17 PHINTDA 06/14/21 19 SCALE: 1/4"=l'-O" >!)HEET D3 PRL4OPVIW CONTROL JOMT FLANSE OF CONTROL JOHM Td BE U MD TED TO LATH- 6' Or- 11"(VERTA tlQgL DO NOT FASTEN CONTROL JOM TO aw.L evBl TF enD Ex1eT6 OEn2ND EXCEPT OTAPLO LAY %* LF& MAY W USED TOM eECURE CONTROL JOMT 01,11111114 M6TALLATIO14 —\ FASTENERS TO BE SPACED ���777 APT OO, MAX VERTICALLY / ? THICK 3 COAT CEMENT PLA67M UM LAYER •2. PORTF IDER OUILOM9 PARR APPROVED METAL LATN FASTENED NOT (VERTJ Or— MAX AT SUPPORTS WM LAYER at 67UCC0 WRAP No= SWRATHSYi LATH SHAWCW-PS IN CONTI JOMTB BUT EE STEM• TIED AT EF'ROL�DE 2X4 OLOCKM6 PER A81M PLACED FLAT MAX. W TO 6' FROM CONTROL JOW WHEN \ CONTROL JOINT FALLS ON L PASTEPEW FOR LATH TO BENAL6 OR— -i 6TRUGTPMN. SnD 6TAPLES IN COMPLIANCE W( ASTM CW63 r 2. WORE TIRE TO HE (PTO. W CAD415' WIRE / ^� 3. ELOCKM6 61401111141 MAY ISE M ADDrTION \ TO WALL 6TUD6 REWIRED PER PLAN O"M" TYPE CONTROL JOINT OL PtlLD NitO • M. A Spam OL r. A PA1wo FL A L CLAN • Fr. M L CPPMAN • Fr. C OLHOLD NUIO•FT. A 2. COWAN • Pr.6 46 P•q.A • ® LBOLD161400•-A 2. C11RAN • Fr. 6 *aWM•Fr. C l 14" Fr. C aMle n. e TLL Pr. C ?CICIN nlorraM R.AMN Pf le: 0 e011CM 9.040 wTia T alrt NAL wm art. NOPEC APPROVED OULONG UASAP SMALL WE LAPPED A MM6'AJI'1 OF 6' • VIMICAL LAPS (111OLL IINM 4 6• • HORIS+GNTAL LAPS. ALL OR" NEED TO WE TAMED WITH POWnWR 6FEATHIN9 TAPE / r nea L•r •ecru unr \ LATH VERTICAL LAP TO OE P n n—r—n • METAL LATH WI1D LAYER •L SWIG(= WRAP ` Y / W W LAYER •2, FCRtP40M \ DMaDINo PARR JI 2 ecALEr nn•.r-m• DE61 6 LAM OF METAL PLASTER EASES 6-L4 OE SECURED TO PRAMMi POP"V 6. THEY S IMI DE TIED WITH OA415-WL (L21-1 M) WIRE AT MRRVALS NOT MORE THAN S' (2211-M11 AS PER ASIM CI063. ® KICKOUT REPAIR OP IMAM INUM TEAM DETAIL RAIZW MAY WE PATCHED WHOM WRAP TA PE P PER MLe1JJR. SPEC OR PEEL a en= WOOD ens SHEATHMO PAPER [it, -RMTALL PASTENEIM (CLIPS; STRAPS, STAPLER) A6 REWStE7 TO Seem PWW WORE TO PRAkm UM LAYER % 67LK= WRAP ROD LAYER •2, POR 19MM dMI.DM5 PAPER METAL LAIN 6716' SELF-ADMERMS MEMERANE FLASNMm f0 Ex1EhD ANTE PIPE I?THICK 9 COAT CEI"@fi % CONT. MAC) Of SEALANT PLASTER "TALL APPROVED WOUSM~ AIR METAL LATH W LTRATION OA1ltElt OVER UPON LAYER 9, FORTPIEPJt SW-AT14NO SUILDMQP PARR ELA6TOMMW COATM OVER 67IlC " C.V. FMUIH l6EE TYP U44LL SECTION) !T OYER� WOW 6HEAT1411,12 SECTION ER SECT ON drIm11ME tlatland Exterior use of ucati d plaster shall comply wfh the application with the a requiramerRs of ASTM C 926-18b. Imtallatim of exterior lathing and hamirg shell comply with ASTM C 106319a, or ASTM 1787. tw WOLM \\71,,, 4. 1' OR LEW MR PENETRATION CUT AND OVERLAP 0"M 610E OF SELF-ADIE1111146 M OwNBP. )•E M A6HM3 STEP `1`11 WOOD SHEATHING OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) 9- THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SC -REED zi 11 5'X5' 'L' TYPE CONTINUOUS F z GALv. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) v CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT «A4 �I ROOF CEMENT h a I ROOF PER ELEVATIONS mittmirt P �'T�wPCa' a MPLL NIOMKrl" on O"L" FLASHING N.T.B. �' SELF-ADNGlMO M@TJRlJE DHSdO (01*"ATIOLE W( Not" P MAMMAL) OVER 4'"' F-ADFERM6 M W*WM E 6HMR OVER APPROVED 6E USTAP. AHD OVERLAP' CPE 610E OF SELF-ADFEIKJD MB'bRANE FLASH2d9 TAIL (FRAME) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER #2 (FORTIFIBER------- — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/1ro" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE. METAL LATH: LATH TO BE PER SECTION R"103.11 / ASTM C-84'1-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.a bdealgngrou p.com AA It: 000.25 r IN 9UDDIV. !a LOT111 ABBOTT PARK LOT# 36 BLK. 7 PROJECT# 04181.000-36071 MODEIc 3EAB "1504-ALLEX" GARAGE STaNC: LEFT PAOR: WALL ASSEMBLY DETAILS 160 ift EXP. C INSTALL 6' SELF-ING ADFIER MEMbIFArE FLASHING OVER TOP, SIDE(8) AND BOTTOM FLANGE6 OF NON -MOVABLE FRAM THE EXHAUST. SEOL'� OF FLASHIING TO DE: X: I. BOTTOM. 2. SIDES. 3. TOP VENT CAP 18 TO BE SET IN DED OF SEALANT AT TOP AND BIDES ONLY. SEALANT 16 TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINT&. is E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL 81DE8, Ys' CAULKING • JOINT I I ALAROUND L I I PER SECTION R70 7 i Bt ll k#ft W4 pMMlrkw BACKER ROD I I Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, ' or ASTM 1787. 11RB LAYER 9, STUCCO WRAP HOODED VENT TUNIC 3 COAT CEMENT PIAST METAL LATH WRB LAYER *2, FORTIPIBER BUILDING PAPER WOOD 8HEATHNG DRYER VENT (FRAME) WOOD SHEATHING LAYER h, STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER uIDDD coN3TucTION -METAL LATH S' CM VNYL CASING DEAD W RAISBD EMID WEEP SCREED 6' WIDE STRIP SELF ADHESIVE PLASHING, CLEAN MASONRY ISRI APPLYM3 Z FLASHING STONE volt" OVER 6CRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK( LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — - — - — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1116' ZIP WALL SHEATHINCx SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R'103.1.1 / ASTM C-84-1-14a, MIN. 2.5 L58. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH SO SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANOR SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WR5 LAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT )6' TO Y&' MID -WALL 1IF: P SCREED v' SELF-ADHESIVE FLASHING WOOD FRAMED r — — — WALL HORIZONTAL WEEP SCREED ff (FRAME TO FRAME) (A ),VENT PENETRATION SCALE: N.T.B. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION 4PPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS Box, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS SHEATHING. 4YER h, :1 WRAP AYER 4, FORTIPMER W. PAPER LATH M6TEN TO WO= STRICTURAL MEMBER • T' OL. MAX XW701VO L W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FNISH . MASONRY (�4 HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER *I, STUCCO WRAP ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP 06 (q) ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA N: 0003326 8 All I F PARK 36 . 7 —36071 B UDC B�►IIiG: LEFT IPAGM: WALL ASSEMBLY DETAIL 160 H C w= WOOD 6HEATHNG WY1D WRB LAYER 1, Ola-PLOOR DECKNG STUCCO WRAP WOOD WRB LAYER n, FORTIFIBER PR8-E'IG'D TA" CONSTRUCTION BUILDING PAPER NW HAT GHW!`NEL �' THICK, 3 COAT CEMENT WEATHER 11E6 tIRR q B/iRRIER 1 ' TYPE 'X' DRYWALL PLASTER WEATHER P406TIVE 6' SAF. 0 TOP OF WEEP SCREED SAPIRIBIR - TO SHEATHING BEHIND WEEP SCREED �-2f r TWICK, 3 COATv 4RIES WOOD SHEATHING �`� 4' POSITIVE DRAM WEEP SCREED METAL LATH � �`. WOOD SHFATHNG WZB LAYER 01,/ � _ STUCCO WRAP 3 COAT CEMENT \` PLASTER ; EXTERIOR GRADE W SELF-ADHERENG DRY WALL AM64LIPWC-100 CUSTOM QMM DEAD i i FLAS14E4G WRAPPED �� �� • TOP OF WEEP SCRTEED COAT C TO SHEATHING BELOW 4' POSITIVE DRAIN! WE EE S[9REED TEIR I - � \ � WRB LAYER 1, NO GAP N WELD M++"L Gabba d-' STUCCO WRAP (SHOWN FOR CLARPICATION OF SEPARATE AOC88aORINS ONLY) wRB LAYER n, FORTIFIBER m i BUILDING PAPER 6' SELF -ADHERING 01, ; FLASHING WRAPPED WR$ LAYER STUCCO WRAP �v • GORNEIR OF CANTILEVER AMIGO AMI66-WPWC-TLB 1 n 4' POSITIVE DRAIN CI)6TOM CASING BEAD 2 WEEP SCREED NO GAP N wELD (BROWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD DTL. ® CANT. livA SCALE, 11/2'•I'-m' NOTE: METAL LATH: LATH TO BE PER SECTION R'103.11 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/ I RESILIENT HAT CHANNEL VINYL CASING BEAD S/6' TYPE 'X' DRYWALL W/TEXTURED PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD L 11D DRIP EDGE INSTALLATION W/TEXTUQED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD ~ VINYL CASING BEAD WOOD C,"TRUC'TION -WEATHER RESISTIVE BARRIER 1 -WEATHER RESISTIVE BARRIER 4 i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 6HEATHNG '2) 242 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CONBTRUCITON RESISTIVE 1 RESISTIVE a J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD BHEATHNS HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA. GALV. PEEL 1 STICK) METAL DRIP EDGE SET IN FULL. BED OF 6' PEEL SEALANT, $' x 611PE .DRIP SPACE PROM DRIP EDGE TO FACE TO TRBX DUCK — BACKER yR0�FOR I NXI'Y4' P.T. OR 6WIJLATED 1 6ANT WOOD (TREX) FILLER CONTINUOUS VINYL CASING BEAD WATER PROOFING lot ' i` WEATHER RESISTIVE LAYER (2 LAYER PEEL P BARRIER 1 STICK) WRAPPED FROM RESISTIVE BALCONY DOCK TO CANTILEVER BITER 6' PEEL 4 STICK • DECK MEMBRANE, DRIP E "dG OVER DRIP FLOOOT � ®® 3' X V 26"GAILY. METAL DRIP EDGE SET IN FULL BED OF I Vxll 81 P.T. OR 61M)LA SEALANT, AP MIN. WOOD (TREX) FILLE'.R SPACE FROM DRIP C4NTkA)CUS FACE TO TREX Ya' SAP FOR VINYL r ASM BEAD ROD t SEALANT INTER PROOFING I•t PHISH LAYER (2 LAYER LAYER (2 LAYER PEEL A PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO RAT C 4AN EL CANTILEVER J' T14ICK COAT CEMENT ��CK3 METAL LATH 0/6' TYPE 'X' DRYWALL WOOD GHEATNNG WREXTU EtD t PAINTED WEATHER RESISTIVE FINISH WEATHER ER 11RP.AISTIVE II' THICK ! C04t CETIENT 4' IIiTtVB PLASTER �CB�B.OEA2 DRAIN WEEP SCREED Y=L CAGING BEAD NO GAp IN WELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION I Y4' GAP FOR BACKER ROD i SEALANT— yINYL CASING BEAD WATER PROOFINlet. LAYER (2 LAYER PEE 4 STICK) XU"N SHEATHING -LATHER RESISTIVE AR��RI�E�R 1 BATHER RESISTIVE ARRIER 4 SAF. \ -EEL a STICK 1 A(t'x3' 'L' PLASHING FULLY EMBEDDED N ROOF CEMENT 11' X 3' 26 CaA. GALV. METAL DRIP EDGE SET IN FULL BED OF 4 Y4' GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W 5/4 RESILIENT HAT CHANNEL WrtEXTURED t PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER n EXTERIOR COLU'N -COLUMN BHEATHINIC• ib' SAP. .1)6'x3' 'L' PLA614ING 'FULLY EMBEDDED IN ROM C EVENT IV X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Ai' MIN. SPACE FROM DRIP 'FACE TO TREX WATER PROOFING 16t LAYER l2 LAYER PEEL 4 STICK? WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 8HEATHRN3 4'' POSITIVE DRAIN WEEP� DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER-.-.-.- - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '1/16° ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - VNTL CORNER BEAD J (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE NTS WOOD SHEATHING WRB LAYER 1, STUCCO WRAP 2x PRAMNG MEMIMR %' THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER WRB LATER 02, FORTIFISER 2 IO, CORNEP READ BUILDING PAPER E FASTENED TO SHEATHING ! WRB LAYER 01, o 11 O.C. MAX METAL LATH STUCCO WRAP uE� LAYER 1, THICK, 3 COAT CEMENT ; WRB LAYER 02, FORTIFIB£R eTurco WRAP PLASTER BUILDING PAPER WOOD SHEATHING &'SELF -ADHERING METAL LATH METAL LATH FLASHING 4 J' THICK, 3 COAT CEMENT WPM LAYER Q, FORTFIBER BUILDING PAPER (EXPLODED VIEW Pm PLASTER ' CLARITY) SF9���� DRIP CAP WINDOW FLANGE l.2 1/2' -.k CORNER BEAD (FASTENER 4 SPACING is I' O.CJ CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ,� R1CORNER BEAD � BLOCK TL WRB•LAYER 1, STUC- WRAP UAWLAYER62, FORTIF15ER EUILDING PAPERI METAL LATH J' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a 6designgroup.com AA k: 0003325 O 9VHDIN. Ae LOT: ABBOTT PARK LOT# 36 BLK 7 PROJECT# 04181.000-36071 MODzu 3EAB "1504-ALLEX" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY D TAILS 16 H EVkC 1 "PRENTDA 08/14/21 EICALM 1/4"=1'-0" ®FIET WA3 y. NG IW. EA THICK 3 COAT CEMENT LEGEND WOOD BREATHICABo TRIM PLASTER METALLAtH IX TRIM MEMBER LAYER P ° STUCCO TO STUNSIDING TRANSITION STUCCO WRAP WRI5 LAYER 02, FORTIFISER DRAINAGE PLANE (U)RB WOOD SHEATHING: WILOMG PAPER WOOD BREATHING LAYER "l, STUCCO WRAP)SIDING WRB LAYER 42, FORTIFISER WRB LAYER 02 (FORTIFIBER — - — - — - — BUILDMG PAPER BUILDING PAPER) i441 N. RONALD REAGAN BLVD. B WRLAYER 01, LONGWOOD, FL 32750 STUCCO WRAP METAL LATH x—x—x—x PH:407-7748078 METAL LATH i FAX: 407-7744078 i WPM LAYER ■I, WRB LATER 01, STUCCO www.abdeaigngroup.com PLASTER COAT CEMENT ; WRB LAYER e2, FORTIRBER STUCCO WRAP STUCCO WRAP AA #: 0003325 BUILDING PAPER UIOOD OR I/16' ZIP UTALL b'SELF-ADHERING METAL LATH CASING BEAD SHEATHING FLASHING Co' SELF-ADHEFEINGs 11" THICK, 3 COAT CEMENT FLASHING OR PEEL 4 STICK SELF-ADHESIVE FLASHING VINYL ANGLED ED 8 — — — — XPLODE CASING BEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO CASINGBEAD ; _------------------------------------------------------------------------------------------------------- I' THIC DRIP CAP (CROSS SECTION) SEALANT PLASTEKR3 GOAT CEMENT i WINDOW FLANGE ��'\ �►P ' METAL LATH VINYL ANGLED DWOW lYOICDRb7110GTION I I CASING BEAD BEYO ; eHEAr►IINo I ' 1' •: :.`'+ "'ueAnleR Reslenve � WAS LAYER R, FORTIFIBER r,: ;: ■ BAPOt e -1 W WAS UMATHM PM*TtVE 4p' i WINDOW FRAME I WRB LAYER 02, FORTIRBER METAL LATH {. .'g� xTY �LAPewan ��� \ FLA914 AweRsr, / BUILDING PAPER /l i x a ll WWII I PNIORM i' THICK, 3 C\OAT CEMENT :} .'. ■ i K� t I WATMRnENSTNE i E-Z BEAD VINYL CASING PLASTER ■ ■ { eAR1tlER -1 orARreR srRIP / \ ' ■EATNER FAM16TWE I (W/W FLEXIBLE PVC BACKER ROD) 112� on F ASHI HERING ;; J I \I \\ RA I NGs OAI.v'D METAL i i 4/1 DRIP CAP * + r rLAeHrtrs I WRB LAYER 01, STUCCO WRAP, i W I�• 6. eln AT WRAPPED AROUND FRAMING MEMBER f WINDOW FLANGE TRe I i i O CASNM/ ' i 6' SELF ADHESIVE FLASHING i i CASING BEAD ® WINDOW(F (FRAME, W/BAND) ' WOOD SHEATHING 15 C �,� d44F 1LLC414 K!� 2x FRAMING ` ;� T MEMBER DETAIL BELOW EXPLODED SIDING TO STUCCO x FOR CLARITY lu ® BLOCK TO FRAME ------------------- ---------------------------- ------------------------------------------------ 9 TRANSITION f ------------------------------------------------------- ------------------------------------------------- ' Ya' GAP TYP j' THICK 3 COAT CEMENT CASING BEAD PLASTER WOOD SHEATHING NOTE:META SEALANT TO WINDOW METAL LATH LATH: LATH TO BE PER SECTION ; R103.1.1 / ASTM C-S41-14a, MIN. 25 LBS. METAL LATH PER SQ. YARD (UTILITY OR NOMINAL w� LAYER FORTIFIBER I LATH DOES NOT MEET SPECIFICATIONS) 1 BUILDING PAPI PER wR8 LAYER ■I STUCCO WRAP WOOD SHEATHING I WINDOW FRAME WOOD SHEATHING WRB LAYER 4, FORTIFIBER mycw s• GE11-ADEEMN6 BUILDING PAPER i WRB LAYER el, uaoo sNEATNM6 !9 A6FIhd6 i , THICK, 3 COAT CEMENt STUCCO U1RAP eLL°'4AlanMPMeieTIVE i�' \ T WGISLAP PLASTER I'■eelernE / \ FlIM " TOP N® I WRB LAYER e2, FORTIF15ER ,?�:x,r• ero.m "I,\ / I I VINYL ANGLED BUILDING PAPER e. .qp �g T✓ 1^IED�eTNE WRB LAYER 01, CASING eEAD ti METAL LATH KA64 ° \ / UE T M OW16TIVE i stucco WRAP I VINYL CASBEAD s:; eTARRR STRIP �\ �� / I I oumly a■ IJOT: ABBOTT PARK LOT# 361 7 PROJECT 04181.00 -36071 MODELc 3EAB ""1504-ALLEX"' OARAGE ewiNG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH URN C kr. ' THICK, 3 COAT CEMENT Imi 1 ��� "ILVIeMETAL i &' WIDE PEEL 4 STICK (EXPLODED VIEW FOR PLASTER I OVER FLANGE CLARITY) I"O� \ WINDOW FLANGE tlCATNER REebTIvE r rLAeNIN° DARroER M TO LAP I E-Z BEAD VINYL CASING eT + WIP °r'Z � I 2X FRAMING (W/fie' FLEXIBLE PVC BACKER ROD) 1 17 E-z eEAo vercL eaSSn xe eSw� MEMBER :terSAO(MRM) TRn •APPLY FULL BED OF SEALANT BETWEEN ; CASING BEAD ® RAISED �ADHER \ I I �`"""� BUILDING FLANGE 4 BUILDING WRAP 17 A BAND (FRAME) • T I WATM%OR OVE eEA Wr WRAP .. �16TIYE 1,le6TIVE SCALE: 1 .I -m' E-2 eEao VINYL ueub uEorNER REslerne eARIueR n r�F�� x 11 Pvc PRINT OB DATE 1421 / SIDING RAME OSTUCCO um?�MTO FRAME REeiST�r! 16 A E Z BEAD WINDOW CASING °°'� 1'4"-1'-°" TRANSITION aHEET 19 WA4 CARE SHOPLD BE TAKEN IN KEEPING THE PROPESBY 4'OIAND 1P NAI INPEACE SHONN IN 4' GALVANIZED U ING14VENTPIPELSSEALEDIFURI ROOFING USING 1.1M' NAILS AT EACH COINER. EDGES N ARCENIENT BE E AND p TG 410 HE GLEENT EDGES NEAR THE SHOUTHE CUTER ER A3 W1EREDGEAND AROUND 11E ENURE NEOPRENE BOUT CM WM GOT GOOSENECK VENT OPENING THE ROOF ASTAJL RECGMMNDWEATH EEDINSEVERE ER COASTA -„ SHEATHING.Si CHARS INTHE EVEMAN VENT FANIS CONSTRUCnON ZANES. USED, 312E THEVENTOPENNGINACCONECTIO 441TH SIZETHE ACCORDANCE VENT FAN MANUFACTURE'S PIPING CONNECTION 00 NOT CUT INTO TRUSSES OR RAFTERS AMEN CUTTING THE OPENING IN THE ROOF. RE E INTERFERING SHINGLE NAILS AROUND THE \ PERIMETER OF THE OPENING SO THAT THE NAILING FI.MIGE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING. SLIDE THE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER SHINGLES. ALLOW THE BOTTGM VENTFLANGESTOLAYON I I I ASPHALT PEASnc CEMENT MOLGEDARWND BA3E OF PIPE AND OVER FLANGE THE TOP OF THE SHINGLES. 11^ YI•— _III F o ROOF HOOD zErrmr— VENT DETAIL our woubmi A AT 46• ANS-11 MODPED T a 94 House~ APPROV® HOUSEURAP OVER 6HEATH6M aril! LLD 67W STALL AT WOUND PLAsHm MN 1'LD(IE1.5 PLASHSM DO NOT SEA IBOTTOM MN 11HIRORA ISLY — p"Ar I SEa/E HOIMESRAP (OR TUCK K.A. Ltax ) a NEAR 6LOPE 6" RO. TO EXRItloR -� \ STEP 1 STEP 2 STEP 6 AL IaN FLA6NSM aV ENT. m6E OR a" RO. rE014ANI .ALLY RASTI N PAWED ADDER (CAP NAILS. 6TAMM) INWALL OUPIONT R.EkWPM Y TN M-46MM AT TIE FOLD House~ DOW( I TA" DIA601UL CUT 4 A011110" HEAD OR N PLUMBING VENT DETAILS WTALL 40011011 APHIS" - AIIHINS PIATIONAL O DRIP Jow (PROlLGTo-~ STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS VALLEY CENTERLINE W VADE VALLEY FLASHING W1TNER OR HEAVIER FELT INESTNERS IN TWNGLEND END SHINGLE ASPHALT LCE—WNE AST 12' BEYpOROOFING CEMENTP EYCE—RUNE OFFER AT 460EGREE' A 4aHINGLES TRIMMED 2' BACK FRpA VALLEY CENTERINE ROOF VALLEY DETAIL APPLY ON HNU (0 PLAID APPLE K 04 M (LANCO WSTE•114U. RC-M OR RO LA" SLOP! 6ILL TO Im mm n 16 TIE CONTACT006 111E0PONE6LTY To %"Wr THE CoR•IPATm6.lTr OP ALL PROCUCT6 MCLIbNO NOUSERNAP, 6EALANM 4 6EJA-ADHOR M PLA64RM MATEEAL6 LOW r>1M4 CONSTRUCTION. 2. INSTALL ALL MATE I" ITS MANPACTUIER6 WFUT IE N 6PCPICATIOIM SEALAM6 MAY RRAGT ADVERSELY P NOT WMPArMM CLEAN AND SEAL JAM TO SILL JOINTS WITH DOW 1198 FOLLOWING COMPLETION OF EXTERIOR RETRCRIT WORK IR SCINEME SHOWN SHALL ISE RIPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER NTM*ICN CELOU) THE WNDOIU OPENNG SEA{. NTERIOR PERM —TER OF Wmm WITH SEALANT MQmL- L rT M THE CONTACTORS RESPOl"LTY To VEINY THE CQTATIN&MY OP ALL PRODUCM N=D M SEALANTS, N OW-ADWM M PLASHN6 MATEEAO WED DUEIM CON6TRUCTIOII 2. PLASHNO AT ID(MMOR MINUS AID DOOR OPEIN666HALL EE INSTALLED N ACCORDANCE WTH MANPACTI6l" NSTALLATION W&rItL CTIGFM AND APPROVED METHOD U CP FINC WNWA U N ACCORDANCE W rW FINE TRATION PWQ' IWR'6 N6TALLATION AND N AGHI M ESRNNIGL SEA.AMS MAY REACT ADVERSELY P NOT COMPATmLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) ac Ee• Nr6 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdosigngroup.com AA 8: 000.2. Ya c Igil_ 5 BVHDI\►. Z LOT ABBOTT PARK LOT# 36 BLK. 7 PROJECT* 04181.000-36071 MODRU 3EAB HT1504-AU EXNN GARAGE B WI NG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 1 Nrscsrl-06 DATE: 14 21 / SCALE: 1/4"=1N-0" WA5 2x6 SUB-BANb W/1'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' DRIP EDGE I\ 1/8' TEXTURED I \ FINISH +WOOD I \\ 2X6 SUB BAND 1 1/S In' TEXTURED \ "� FINISH ® CMU / \\ METAL FASCIA \ WRAP Ye' FROM \ STUCCO, i' FROM \\ WOOD WALL \ \ �o EXTERIOR WALL \\ (FRAME OR CMU) NOTE: NOTCH FOR 2X(p SUB BAND ONLY 1 ®ELEVATION ©FLAN B —ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOFDECK(BEYOND) \ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) FINISH • CMU METAL. LATH .WOOD SHEATHING OR cm •WRB LAYER'(, STUCCO WRAP(FRAME ONLY) •WRB LAYER 02, FORTIFIBER BUILOMCs PAPER (FRAME ONLY) DRIP EDGE METAL KICK OUT 11/8' TEXTURED FINISH a / WOOD, 1/2' TEXTURED FINISH * CMU / 2x6 SUB -BAND W/1'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP P OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL SUB BAND DETAIL ® WALL x x x x x x x xlo x x x x x x x x x x x x x x x x x x x x x x x x 5`• PRE-ENG'D TRUSS TO BE CUT 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 71 WALL LINE TO AVOID CONTACT x x x x x x x x x x x W/TEXTURED FINISH x x x x x x x x x x r • ;. _ 2'x4'x4'm' x x x x x x x x x x SCABBED TO TRUSS x x x x x x x x W/12d NAILS 6'-S' x x x x x O.C. MAX. x 2x SUB -SAND WIVx4' NOTCH END ' r METAL FASCIA WRAP ®FLAN DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL W/KICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.)4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH A END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAG %N BLVD. LONGWOOD, FL327W PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AA M: 0003326 a Div. de LOT ABBOTT PARK LOT# 36 BLK. 7 PROJZCT# 04181.000-36071 MODEL: 3EAB "1504-ALLEX" GARAGE SVFMG: LEFT PAGE: WALL ASSEMBLY ^TAIIA %1 0 WH EXPAU 7 241 SCALE: 1/4"=l'-0" WA6 FOUNDATION NOTES SLAB SCHEDULE SLAB THICKNESS I REINF. I REMARKS 616 W 1.4-1.4 OVER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOO PROVIDE CORNER BARS SAME SIZE QUANTITYB RNG S OC of DU LE EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN B' - (1 's (_)0'-0" TE-2 12" SEE PLAN 10, - O 's FM-12x18 12" CONTINUOUS 18" - (2) #5's FMC-12z18 12, CONTINUOUS 18" - (2)#6s VARIES F1-24x24 24" 24" 12' (2)#5's (2)#5's a FM-12X18 FM-12X18ril q _ — — — — — — — — — — F M -12 X 18 — — — — — — — — — — — — — — — — — —- m 1 o N EXTEND 31/2" SLAB 1 1/2" ml N �- 1 ^--- —T g� < m b I7 - i51 E PER FT. `•' `----- 31/2" T'Y Op OF4'-GQNG.si.Aa Y b �I Ili FM-12X18 � a b 44'-10" 12'-10" o ' t7 f LL 4" CONC. i 9 i5 �• SLAB iv TE 2 _ °.° PER FT. w T.. F FMC-12X18 I SLAB " � 51/7' � a q I 3 1 •� — 4" PVC CHASE FM-12718 N 1. SLOPE 1 to O �1 " T `" " NI NUJ�I to to I A-71/2" 1 Y SIM. I 1A 4 I 2 I HMO" FM•12X18 FMC-12X18 4" CONC.— I IO.C. MAX SLAB TYP. U.N.O. FOUNDATION PLAN SCALE: 114 = 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. 8. 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.OINDICATES #5 BAR, MINDtCATES #6 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6 =36'1, 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 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-O" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION •1 N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 y `s� all 6 1oltmx,m a LOT ABBOTT PARK LOT# 36 BLK. 7 PROJBCT 04181.000-36071 MOD23U 3EAB "1504-ALLEX" GARAGE BW MG: LEFT PAGE: FOUNDATION PLAN 160 MPH Q01. C DRum w08/14/21 BCAim: 1/4"=1'-0" BIEMM si 30' MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED a — " — CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS CELL SEE PLAN FOR SIZE AND dd 3 SPACING REQUIREMENTS' �'• , .,�v • , r •1 v: •- •, • .j...� 1v GARAGE DOOR Q RECESS < ..I• o -L FM • 0 % 8" CMU WALL B"CMU WALL fIA , CORNER BARS, SAME SIZE AS LARGER BAR e' m f b _I I IN FOUNDATION WITH 30" LEG EACH y w +- 0'-0" TOP OF SLAB +- 0'-0""1O TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I ... • SO TWAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS ••I 'I•I� ?k CURB FOR • • SEE SLAB SCHEDULE • a BAR SIZE 48 BAR DIA. EXT. PORCH SLAB A q"CHAMFER (1STORV) 18" -VARIES TOP OF GARAGE SEE SLAB SCHEDULE EXT. PORCH SLAB q"CHAMFER U- I� P. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE /1+ MASONRY N UNITS SET >-p. AT ELEV: W/ 1Y1" ISOLATION 6" CHAMFER (2STORV) "! (1-STORY) W/ 12" ISOLATION 6" CHAMFER (2-STORY) 0'-0" JOINT (WHERE #4 24"� APPLICABLE) z SEESCHEDULE #5 30" JOINT (WHERE . • ii APPLICABLE) q. SCHEDULE ..' WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR MD, BAR SIZE #6 36 FOR DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N, AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (te. 2 TO 3, PROVIDE 2 BARS), LINO #7 42" �' EXTERIOR MONO -FOOTING XTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE 34"=1'-0" GA GARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=T-9' (1) #5 REBAR VERTICALLY W/ CONC. POURED CELL LAP TOP PLATE A MIN. OF 48" g e"CMU AND NAIL W/ 16d COMMON O h NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT 5 #4 REBAR (�24" O.C. CENTER OF OF WALL PLAN LAP TO OCCUR OVER STUD W/ B SLAB 4 OR 2x6 WOOD BEARING PROVIDE BLOCKING z a z WANS YP I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ I w NEW REINF. BAR SPACING. SINGLE BTM. PLATE VZW" WEDGE ANCHOR W/ 2' m SECURED W/ 2-PART EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP PLATE WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. OC " 7CAPPED GALVANIZED PIPE i 5 d 8", UNO a 1U' SIMPSON SPH4 OR SPH6 MAX. •. °• § W/FLANGE (� BASE m FOLLOW ALL MANF. BTM AND TOP PLATE Fr 4" CONC., REINF. W/ ( SPECIFICATIONS FOR ANCHORS W/ O W #10 WWM ON USEAND COMMONAILSFILL ALL 6-MIL POLY ETHYLENE M i p 4" 4" PREPARATION OF m HOLES, DO NOT USE 10d w u •' VAPOR BARRIER ON HOLE. x 3" SLAB SCHEDULE w • III 1'a' WELL -COMPACTED A SECURE FLANGE TO > CLEAN FILL TERMITE i SLAB W/(4) 1/4" X 21/4" p } [SEE +-0'-0" TREATMENT SHALL BE TAPCONS m ,¢0 TOP OF SLAB i — •' y u SORA-CARE Qd • . .�° I4 (2) CONT. #4 REBAR 4" CHAMFER (1STORY) °'�` •' • f 6" CHAMFER (2-STORY) ' t (2) #5 REBAR ON CHAIRS • A 12" MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95%SIZE VIRGIN OR ENGINEERED SOIL COMPACTED SOIL MQ EQ. EQ. SEE SCHEDULE AND BAR QUANTRV SLAB HEIGHT LESS THAN T-6' PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION ` 6QALE:3/4"=''-0' (W/ UPLIFT) 5 6 FOOTING W/ BLOCK WALL SCALE: 3/4"=1'-0' SCALE:34"=1'0 1 A SCALE. 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48' NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT T.�OF STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD WALL W/ PLAN - CELL SEE PLAN FOR SIZE AND 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING SPACING REQUIREMENTS WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING, SINGLE WALL W/ SYP No 2 STUDS SEE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO s i§ SLAB W/10d MASONRY PROVIDE DBl TOP PLATE SLAB W/10d MASONRY NAIL NAIL 16" O/C STAGGERED. 16' O/C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL a CONNECTORS NOT CONNECTORS NOT D % REQUIRED WHEN NO UPLIFT IS PRESENT. REQUIRED WHEN NO UPLIFT IS PRESENT. 8" CMU WALL W i + 0' 0" POURED LINTEL CONT. (TYP.) SLAB SCHEDULE 8"CMU FILLED CELL (TYP.) b TOP OF SLAB SEE SLAB SCHEDULE [SEE r I, 2X WALL FRAMING W TOP OF SLAB +- 0'1" 1 SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" � .4 • TOP OF SLAB "°• f � MINIMUM EMBEDMENT INTO • "ISOLATED" COLUMN PAD ° GROUTED CELL, 4" FROM ENDS AND • .1— " °� ' ' • ao • CENTERED UNDER WAIL AND POURED MONOLITHICALLY WITH 16" O.C. VERTICALLY MAX "�• „ -'— —�— FOUNDATION AND SLAB .S SEE SCHEDULE SEE SCHEDULE FOR MD, BAR SIZE FOR MD. BAR SIZE EQ. EQ, SEE SCHEDULE AND BARQUANTD'Y AND BAR QUANTITY FOR MD, BAR SIZE i� AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIGWALL TO 8 (1 A FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE 3/4"=1'0 (NO UPLIFT) SCALE:3/4"=r-a' NO UPLIFT ( ) 10 11 SCALE 34' 1'-0 SCALE:3/4'=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327 30 PH: 407-7744BO78 FAX: 407.774-4078 www.abdesigngroup.com L AA N: 0003325 j i r 1y� Jill I I ILL.1 BUBDIV. da LOT: ABBOTT PARK LOT# 36 BLK 7 PROJEOT* 4181.000-36071 MODEL 3EAB "1504—ALLE)C' GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EX. C PAVERS TOP OF SLAB Y' >A 1w; SLZ�_ EESCHEDULE FOR WrD, BAR SIZE AND BAR QUANTITY TRENCH FOOTING AT ALL PAVER AREAS SCALE: 1/2"=1'-(Y' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 216 WOOD BEARING — WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/1Odx 112" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE ST. PLATE TO SLAB W/ 1/2119' WEDGE ANCHOR W/ Z' WASHER SET IN HIGH STRENGTH EPDXY 5-1/2' EMBED. MIN. C 16' OC MAX. SLAB SCHEDULE EXT. PORCH SLAB W/ 1P2 ISOLATION JOINT(WHERE APPLICABLE) 6" PVC CHASE— THRU FOOTING SEE SCHEDULE FOR MD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL 5 scALE:3/4"=r-0' (W/ UPLIFT) MIN. 10' READ WH1' OSE #4 REBAR (TYP.) .1 TOPS l.., 12" RADIUS OR CHAMFER z.'. 16 �w z 2 EXTERIOR STAIR DETAIL SCALE: 1M2"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS b 8"CMU WALL "" • SEE SLAB SCHEDULE� 4" CHAMFER (1STORY) 6" CHAMFER (2STORY) MATCH STEEL s REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR BAR 312E BAR AND BAR QUANTITY STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS — W CMU WALL r-SEE SLAB SCHEDULE SEESCHEDULE FOR MD, BAR SIZE AND BAR QUANTITY 3 INTERIOR CURB FOUNDATION CMU WALL SCALE: 3/4"=1'-0" TOP OF SLAB T _4. TOP OF SLAB T 4'' BAR SIZE 48 BAR DIA. f "•4 #3 18'4 br '�.' 4 #4 24" 4a #s 3(Y' #6 36" 6' PVC CHASE THRU FOOTING #7 42" MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE THRU FOOTING 6 SCALE 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS i a2 8" CMU WALL AEU S" f-SEE SLAB SCHEDULE SEE SCHEDULE FOR MD. MR SIZE AND BAR QUANTITY 4 INTERIOR FOUNDATION CMU WALL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA S: 0003326 lit 9 sVHDIV. da LOT: ABBOTT PARK LOT# 36 BLK. 7 PROJECT# 04181.000-36071 MODE7t 3EAB "1504-ALLE)C' GARAGE 9MING: LEFT PAGE: DETAILS 160 MPH EV, C 1 aA M' 06/14/21 mcALE: 1/4"=1'-0" GREET S1.1B TIE VERTICAL REBAR To. O HORIZATIONAL RBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR ,. VARIES PER ELEV. TO OR, A. REBARW/10"HOOK GROUTED BOND BEAM L• - VARIES PER ELEV, ' e 1441 N. RONALD REAGAN BLVD. . ,q'.. _ •. LONGWOOD, FL 32750 PH: 407--7774.6078 FAX: 407.7744078 .a www.abdeslgngmup.com dd AA #: 0003326 a #5 BARS m � S $ 10' HOOK I, B.. ' f q • 4 �_ v o CLEAN OUT REQUIRED ..jai a '• a . moEKI 10 FOR INSPECTION `� 4 g e • '4 ! • (Y-0' FIN. FLR. TIE ERTICAL REBAR TO HORIZONTAL jI o-: REBAR W! 10' HOOK BAR SIZE 145 BAR DIA I DIMENSIONS #3 18" M #5 30" • b ARE NOMINAL SIZES #6 OFFSET METHOD CONTINUOUS BARSIZE 48 BAR D.A. #3 19' • #7 42" METHOD #4 24" 0 MASONRY SYMBOLS A HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL #5 3D' 3 SCALE'. 3/4"=T-9' N REINFORCING REINFORCING #5 W 2 #� az' 0 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" O 80HDIV. da LOT ABBOTT PARK LOT# 36 BLK. 7 PROJECT 04181.000 36071 STEEL REINFORCING IN GROUTED MODE19 CELL SEE PLAN FOR SIZE AND Qj� j� o n SPACING REQUIREMENTS 3EAB "1504-ALLE)C' GARAGE 8WING: w b 8" CMU WALL LEFT - o'-0' PAGE: TOP OF SLAB _ : q' TOP OF SLAB SEE SLAB SCHEDULE z .q• • a . •,, EXT. PORCH SLAB BAR S1ZE 48 BAR DIA. •q 4 W/ 1/2" ISOLATION A 4" CHAMFER (1-STORY) #3 18„ M : * • q DETAILS JOINT (WHERE # 6" CHAMFER (25TORY) 44 24 APPLICABLE) i MATCH STEEL n 6"PVC CHASE REINFORCEMENT #5 30" 160 H EX L'' THRU FOOTING PER SCHEDULE 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR MD, BAR SIZE PER SCHEDULE � ^ � ) AND MR QUANTnY 4 PVC CHASE 1 THRU FOOTING SCALE: 3/4"=1'-0" 93723 Dw� 06/14/21 SCALE: 1/4"=1'-0" DIUMT 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 12" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON HIOA OR LGT2 W/ IOd 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 PSS36, .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 1 �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Sx8 (1)q6 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES - ,BF 16-1 T/OM/OB .: ,a: — — -,.:.— — .�--. — — — :T„ „< —. — — :.:.. — — �.. 8F16-1T/0M/0B i UNO PROVIDE BB1 WHERE ROOF TRUSSES BEAR. TOP OF WALL 4 r l8 EL. 8'-0" LIND o 4 ,9 o N d% m F CQQ7 r= wc90 � 1r LL N m 0.9 m� SF 16-1T/OM/09 8F16-lT/0M/0B LIFT BEAM PLAN SCALE: 1 /4" = V-0" 4 N. RONALD REAGAN Bl LONGWOOD, FL 327W PH: 407.774.6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 r BUBDM ae LOOT: ABBOTT PARK LOT# 36 BLK 7 PROJECT# 04181.000-36071 MODELt 3EAB "1504—ALLE)C GARAGE 8WING: LEFT 1 PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C wA No I DCAL.E:1/4"=1'-0" j s2 NOTES TO THE INSPECTOR/CONTRACTOR TYR8'xv, m #5 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 ACHIEE THE REQUIRED BEARING�c PLACE STEEL ,hy HEIGHT. J REINFORCING (1-2)4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND ��G<H AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR B'106' i 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH pJE _ COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL, / n 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP.' —B � VERTICAL REBAR W/ 10" HOOK St1�µE0 8x16 DBL BOND TOP OF 2 1;BEAM W/(1)#5 BAR 80N0 BEAM / ,pt�Ot� EACH COURSE • 8x8 BOND BEAMT�TOP • \�O -`�a W/ (1) #5 BAR 3a'rvPL �\O �p4�V F=FILLED W/GROUT U = UNFILLED GROUT SOLID FROMTOP NOMINAL LINTEL TO TOP OF BONOF OPENING ((""��# OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL/BEAM WIDTH COURSESEE #5 BAR IN BOND BEAM NOTE 5 I[Bx8 PRE -CAST CONCRE16-1T/1M/ B LINTELW/(i)#58AR(l2NOMINAL� LENGTH OFBAR=WIDTMASONRY HEIGHT # OF #5'S, TOPOPENING-2' CORNER IT IS THIS ENT DSEAMCOURSE OR DESEGNATION THATXFXXN�TIEM/OBINDCATESADOUBLEBONDBEAMN #OF#5'S,BOTTOM 8x8PRE-CAST CONCREBEAM REINFORCING OF BOND BEAM AND XFXX-iT/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1)IT IS THIS ENGINEER'S INTENTAND XUXX- 1TA M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLEDTO PLAN FOR LOCATIO LINTEL OF OPENING AND XUXX - iT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3)1-3/16 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN 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 1-114" #5 BAR BENT ASSHOWN ..9,i4" PRE -CAST -'A WINDOW EMBEDMENT 2x6(MIN 2 X 3)2-/16 TAPCON OR DRIVE PIN (MIN SHANK SILL SIZE.145 MIN HEAD SIZE .300 o SLOPE MIN EMBEDMENT 1 1/lf) 8 FROM EACH END AND 16' Zqr O.C. MAX. MIN,-1/4" EMBEDMENT 4 ' OPEN FACE SHELL SO AE PCON OR DR PIN (MIN As O ALLOW BENT 'EMBEDMEND BAR TO BE PLACED IN S ZE 300 MIN 1 SOLID BLOCKING UPPER AND LOWER #5 MIN. REQUIRED IN /2X4 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ BOND BEAM EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END VCMUWALL TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK TYPICAL MASONRY WINDOW 7/16'OSB SHEATHING SILL CONSTRUCTION CORNER BARS 4 AT CORNER STEP 6QALE:„2'=1'-0 ARCHWAY FRAMING DETAIL PROVIDE 3" DIA, HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I > I - I SINGLE #5 CORNER n BAR, 30x30 TURNED UP O OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM II I II / 8x8 CMUPIER W/ SINGING OR DOUBLE REINF. BAR(S), PROVIDE BAR SIDE AT EACH SIDE JU SEE PLAN. I( / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE 1 ' LINTEL CHANGE IN //fYJI/ ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=1'-0" I1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.7744078 www.B bdesigngrou p.com AA #: 0003325 r " all __ - gxnmxV. da LOT: ABBOTT PARK LOT# 36 BLK. 7 PROJECT# 04181.000-36071 1[ODEL: 3EAB "1504-ALLEX" GARAGE 8WING: LEFT 1PAGE: DETAILS 160 MPH EXP. C 0 DA06/14/21 SCALE: 1/4"=1'-0" B*Em= S2.1A "LOTrS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 W-OB 67T 1T= tT 1T= 1TIOB TYPE LENGTH 8/8 PLAIN 818 SOLID TYPE LENGTH 8�a•1T 11IT IT arll-1T 8R8.1T 8132-0T 816101 IRS ttn rrn ITne ITn erazr enssT a/10,21 e12427 8It&27 8/8227 314r PRECAST 1438 012 3114 4217 OW 6426 7m1 3'43' PRECAST 889 1024 T4' PRECAST I= Not 4394 a2m sin 70o1 24a5 8113 seas 7709 coat I0000 1550 3024 4904 mm 8132 7001 4'47 PRECAST 1085 700 2305 3125 3045 47es 5597 4'47' PRECAST 514 783 4'-0' PRECAST lase 30N 3815 4570 5325 W70 1m1 8113 7122 WA 7m7 8751 13m 30M 3815 4570 5325 8079 4'4• PRECAST 819 ms 1770 2400 3033 MISS 1 4300 4'4T' PRECAST 396 591 'v-r PRECAST 1207 251112 1 3375 4048 1 4711 am 1mE 5743 7547 OM U41 70e5 1207 2707 3375 4048 4711 OWN sue• PRECAST 931 1247 INS 25N 9'128 3808 427N 49 s-4' PRECAST 411 411 sue• PRECAST 1010 1808 2974 2044 3513 4064 1310 44N 7106 7342 5 101e 22M 2008 3300 30811 4064 s-10' PRECAST 817 1024 18a1 2000 2549 3000 —am 3470 s-10' PRECAST 340 339 s-10' PRECAST ON 1490 1971 2443 2915 3307 11e1 3e03 mn eo3e WO 577a On2080 25ea 3107 em0 4188 8'4i' PRECAST an1130 1130 3W 3031 3707 43m anal PRECAST 410 721 8'43' PRECAST m5 1201 1578 INS 23m 27M 32V 4NO 70a4 IOWO ems eO NO 1am 23N 2790 325I 3712 Tor PRECAST 570 ON 2403 2205 2900 3191 8085 T43' PRECAST 303 594 T43' PRECAST 716 000 1181 1482 1743 2025 on 2406 3408 4984 7067 0472 W 104 2025 2426 280 m2e g-" PRECAST 426 833 15m 2204 2461 2e18 2m1 PRECAST 192 364 9.4• PRECAST 4" Sea 707 948 II29 1810 aa9 1674 MIS =1 4000 4000 572 1318 1643 INS 2164 2510 10'�' PRECAST 407 1247 1787 1004 2108 2m8 10'43' PRECAST 151 301 10'43' PRECAST 358 48e 612 75a ON 1042 ON 14OF 1007 2781 3222 3784 N4 1180 1472 17m 1710 INS 11'�• PRECAST 330 e44 1312 1742 2252 2a88 amo 11'-4' PRECAST 132 417 11'�• PRECAST 430 400 NO on 777 an 644 1812 1742 Tlm 2988 8552 48e 1042 1872 1648 1470 1710 1r4r PRECAST 308 007 1210 INN 2048 2590 3191 1r4T PRECAST 111 370 1r4r PRECAST sea Sae 470 587 ON 7m e07 7210 teOe 2010 25aa 3177 440 910 1300 11500 1814 7475 174, PRECAST 270 433 1045 13M 1732 2157 2535 17-4" PRECAST 82 298 134' PRECAST 308 303 303 484 a75 a45 414 104a tam 1732 2310 280 300 m INT 1312 1071 1209 14'4Y PRECAST 254 388 ITS 1272 loos I9ea 2279 14'4Y PRECAST 71 293 14'47' PRECAST 270 278 3N 443 m0 we 390 /7a 1272 1OWN 1ON 2380 NO 717 061 1102 075 1133 14'-8• PRESTRESSED N.R. NR NR NR NR NR NR 14'4" PRESTRESSED N.R. 283 14'4r PRESTRESSED � 422 ON me 746 NO 480 1079 1420 1824 2277 V12 246 an ON 1237 1474 1715 IrW PRESTRESSED N.R. NR NR NR NR NR NR 1641 PRESTRESSED N.R. 252 15'.4• PRESTRESSED 224 307 464 574 064 7m 412 1014 1340 1703 2118 2513 230 O18 ON 1134 tam 15T2 1T-4• PRESTRESSED N.R. NR NR NR NR NR N4 ir-.c PRESTRESSED N.R. 183 Ir-e PRESTRESSED 187 8Z8 385 451 587 no 300 8aa 1121 1413 1799 2PRESTRESSEDtm an 72D ml 1135 1312 19'�' PRESTRESSED N.R. NR NR NR NR N4 NR 19'�L• N.R. 148 19-4" PRESTRESSED186 1m 2a0 348 430 513 NO 235 IN 909 1200 1407 Me 420 an 008 ON 1008 21'�4• PRESTRESSED N.R.IN NR NR NR NR NR NR 21'�" PRESTRESSED N.R.125 21'�• PRESTRESSED 142 219 ON 301 464 m7 ON sm low Ilea 14ae 142 373 537 ago 818 943 224r PRESIggEp N R NR NR NR NR NR NR 2ZO PRESTRESSED N.R. 118 224P pgES SgED 137 226 200 NO 428 407 1N 5N 784 Om 12M INN IV 358 513 NO TM 900 24'4r PRESTRESSED N.R N4 N4 N4 N4 N4 Nt 24'4l" PRESTRESSED N.R.III 24'4r 124 174 24a 3m NO41$ In 4N 854 a24 1014 1147 124 310 465 01 807 7m - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES' SY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND C1$TCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM C OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.EG.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 14 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngoup.com AA #: 0003326 ll a OdQ fill 4 axnmly. & LOT: ABBOTT PARK LOT# 36 BLK. 7 PROJECT 04161.00 -36071 MODEL 3EAB "1504—AU.EX" GARAGE SOWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2"HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 C 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRM MANUFACTURER / ENGINEER NOTE&- 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 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. MAVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4 = V-0" 1441 N. RONALD REAGAN BLVD. LONGW00 FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 r ��9 SvsDIV & LOT: ABBOTT PARK LOT# 36 BLK. 7 04181.0PROJECT0 -36071 MODEL• 3EAB "1504- ALLEX" GARAGE SWING: LEFT PAGE: FRAMING PLAN %160 MPH EXP. C 41) SIMPSON HETA16- (9) 10d x 1 �' NAILS TO 42) SIMPSON HETA161 (12) 16d x 1,? NAILS T( DBL STRAP, 1 EACH SI OVER TRUSS (NOT SH 41) SIMPSON LGT2 GII (16) 10d x 3 J' NAILS T (2) SIMPSON HETA16 WITH (12) 16d x 3 }' N/ ?, 2x WOOD FASCIA E ARCHITECTURAL SECURED W/(3)16d LV. COMMON NAILS. 1 SECURED W/ 10d ,LV. COMMON NAILS ' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP#22'x4", 6 % 8" x 4'-0" MAY BE ADDED W/ 1 Od NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U.2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1a 1b 1c TYPICAL TRUSS/ SCALE: 3/4"=1'-0 GIRDER CONNECTOR(S) NOTCH DEPTH 1/4•D HOLE EDGE >5/8" HOLE DIAMETER 2/5•D SGL. STUD OUTER 1/3 OF SPAN ONLY ,---HOLE EDGE >5/8" BTM. HOLE DIAMETER PLATE < 3/5•D DBL. STUD STUD NOTCHING OAND BORING LIMITS 8 SCALE: 1 1/2'=1'-0" ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 #' NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#22'x 4", 6", 8" x 4'-U' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. L—A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) j" x 5" TITEN HO TO CMU AND (12) SIDS }" x 2 J' TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 5" TITEN HD TO CMU AND (18) SDS }' x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/(3)16d GALV. COMMON NAILS. (2) J' x 5"TITEN HD TO CMU AND (18) SOS J' x 3' tat SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, S' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0 8'-0" MAX IW/1x4) OR 10-0' MAX(W2Xd) # 1100 UPLIFT SIMPSON — HTSM20 W/1010d TO TRUSS AND (4) 1/4"x21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2' COVER 8 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0' lx4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING T-O" O/C ---- SEND WALL OR OTHER MAX., OR 214 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. ^ BTM. CHORD BRACING / 0 1 (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d @ EA. TRUSS(DIAG. BRACE TO COVER5TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1"TO 60'-0 (3)'W BRACE (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS —� STIFFBACK (AS PER TRUSSENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BILK W/ 10 DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY S' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 10d's Q EACH TRUSS TO BE INSTALLED 1 U-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=T-U* 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdeslgngroup.com AA #: 0003325 try � o SLJHDIV. & LOT: ABBOTT PARK LOT# 361 7 PROJECT# 04181.000-36071 HODErz 3EAB "1504—ALLEX" GARAGE SWING: LEFT PAGE: DETAILS 160 MFJi EXP. C D TE 06/14/21 SCALE: 1/4"=1'-0" WHEET S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 024" O.C.MAX NOT SHOWN FOR CLARITY) 0 2X4 DIAGONAL BTM. CHORD PER E VATI N BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK Y W/ TRUSS PLAN T'RU88TOTOP PLATE 5l8" GYPSUM BOARD OR 1/2" HIGH W/ 1Y2' DIA. ANCHOR BOLT W/ 7' A- SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH `S U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN, GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED, AT 32' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U c 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's 6' O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING o• • SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BID o AND TOP PLATE ANCHORS W/ 10d x 1 1f2' COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONS. FILL ALL HOLES, DO NOT USE 1/2'k9" WEDGE ANCHOR W/2' WASHER SET IN HIGH STRENGTH POST CONNECTIONS TOSECUSTALLERED 0101-9-0C MAX.10dx3" TRUSS TO BE INSTALLED 10'-0" O.C. M EPDXY 5-12" EMBED. MIN. 016" SOa S(��TRLISS/VVOCID OC MAX. SCALE: 3/4"=l'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 .. TnuesTOPosrcoNNecnoN SCALE: 3/4"=1'-0" .a ' A- SIMPSON MTS-12 U - 990 LBS W/ (14)10d GALV. NAILS. .. B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGTIHDU4 U < 4565 LBS VGT TO TRUSS W/(16) 1/4'k3"SOS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 210 BIDS TO POST TRUSS CONNECTION @ L.B.W. „_ ,,,- gQ 9b SCALE: 3/4"=T-0' PmroamcommoTON A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x W EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G, 1Q335 W/ 518 DIA, x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/6' A.B. WITH MIN. i' EMBEDMENT TO SLAB a (26) 16d x 2-1/2' NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngtoup.com L AA #: 0003326 G Y pp 6 stnmlV. da LIS ABBOTT PARK LOT# 36 BLK. 7 llpsojw' 04181.00- 36071 MODIM 3EAB "1504—ALLEX" GAP.AGE BWING: LEFT PAGffi: DETAILS 160 MPH EXP. C r I GABLE - END xA fF NIP ROOF f1�--�K ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 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 3(= 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"= 4' _0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY:"C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +1- 0,18 ROOK 00i4mIAOAI FOR ASPHALT SHINGLE ROOF, USE MIN 19/37STRUCTURAL SHEATHING EXP 1 (4020), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS Q 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH CIA, TENSILE STR. SHANK ASTM 10d RING SHANK, 2 12" 0.131 F1867 S SHAN 170,000 RING (16-20 RINGS RSRS-03 8tl RING SHANK, 23/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 ed RING SHANK, PNEUMATIC 23/6' 0,113 F1667 SCREW -NAILS RSRS-01 Hr\r I tH urc 1 r<u�� _ ROOF SHEATHING EXTERIOR SHEATHING USE 12" CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE' GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16"0.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE ZONE 1: 10d NAILS Q 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r 1Od NAILS ® 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 10d NAILS 0 4" O.C. ON EDGE AND V O.C. IN FIELD lb1E ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 6d RING SHANK GUN N-04"OC. TOP &BOTTOM EDGES a jO 8 - 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING �-" #8 7' DECK SCREWS (9 6'-8" O.C. MAX 0 EQGES & 17 O.C. MM IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYR 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 3/4'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD" ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pROMDE B%NIT ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC4R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE i0 BE CHAM=ERED 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 B#4L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0GROUND WHERE INDICATED ON YLESEALED ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7A6 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED B INCHES WITH ADHESIEMBRANVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODILIM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK 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 FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM RAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THEMINIMUM REQUIRED FOUNDATION AN OD SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 paf TOP CHORD -noncono -t 10 psf BTM CHORD non-cono nt DEADLOAD DEAD LOAD UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRIC N ACCORDANCE WITH TH "NA IONA FABRICATED I C ORDANCE WI E T L DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A448/A446M GRADE A AND SHALL BE HOT -DIPPED GALVANIZ ED DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BGSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR IHITERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 psf TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 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: 1 Opsf 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 psf WELDED WIRE MESH: WELDED HARE MESH, SHALL BE ASTM A10641A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS T-0" SPACED SPAC OC EACH WAY REINFORCING STEEL REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP e x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TVP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' #5 BAR - 30" #7 BAR - 47' PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION, WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) -WALL O RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, 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 OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER, COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS DIMENSIONS ETC. ' ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ONASCE 7-16 COMPONENT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS BOTTOM F B M O TIE BEAMS BEFORE PLACING CONCRETE FOR IN S AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR qLL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED C COLUMN .GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C478 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH F 00 PSI AT V WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCE T CONTRACT O 30 S 28 DAYS, UNLESS S, HEgPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 31V DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOM SITE PREPARATION' TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING 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 3/e"THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. 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 SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS. 2 500 PSI REGULAR WEIGHT FOR FOOTINGS AND SLAB -ON -GRADE 3000 PSI REGULAR WEIGHT FOR BEAMS COLUMNS AND 5" STRUCTURAL TERRACE SLAB, CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE PAX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' N- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C941C94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACE. IT SHALL Be THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3'FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER. 1-IfT FOR 05 AND SMALLER 2' FOR #8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS 1-1/2"FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOUD 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. STFUJIM AL 87EEL: 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 A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M GRADE B F = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A5 M GRADE TYPE RA 3 DEB EEORS F - Y Y 35 ksi. 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 TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION 611E TYPE REMMKS APPLICARON SITE SPACING REMARKS f o PT FURRING TO MASONRY I CONG CASE IWROENEO COIL 1loP LONG. B„ 0/C GARAGE ODOR RUCK TO MASONRY/CONC. 11-A. NO_.ER TAPCON MASONRY FAIUE R 6 PC rz" EMBED, I" END DIET, I1l'EOGEOST. eOD, AL. UT. DOORS CASE HARDENEDM a"OIC NINOOWIDDOR/ FASTENED GAFAGEDOOR Bl1C1( 3A'dq OR DA EXPP 11 BOLT 1C OG(Y A) <'EMBEO. CErGPST., PT, BEE NOTES I LONG. STAGGERED INTO M490NR_G TO M49CMSV/NNC. WASHER 3<'OG ItYY 131A1 9'EDGE OISt. WINDOW RUCK CASE HARDENED COIL B"qC oo.... FASTENED WwTOMASONRYIOONC. M-L-AR TO CONTACT THIS ENGINEER FOR SPACING f. PT, SEEr a NAL11rs LOnG. STAGGERED MAsoNliYICONC. REQUIREMENTS E%T SWING OOM UCK3PTSEE NDTEB M3n6'pA Wg9HER "TAPC FARTHER 166C I1 EMBED. BEND DI9T..I MY EOOE 0f9T. NON9FAFryNG WPLL iOCONC. gAB FJLPANSION 'EMBED 4"Elro wgEHER BOLT MOC DIST.3'EWE PST. 3x PT wNOOWB 9K 0.198°PPFal11B" 9"OG <ENO. GST.,1 fIY' PT T09TEEL COI ., EE Wf WASHER STAGGERED EGE WT. 11STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF 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 NTH WOOD DOOR FRAME, 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774 6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 q g 1- � O 6 R ocQ3 C oxmnrv. da LOT ABBOTT PARK LOT# 36 BLK, 7 PROJECT* 04181.000-36071 MODEZC 3EAB "1504-ALLEXr' GARAGE. STIMM LEFT PAGE: DETAILS 160 MPH EXP. C J © TRIM NAIL INSTALLED THROUGH - s FASCIA @ 16" O.C. MAX I O STAPLES INSTALLED - THRU SOFFIT AT NAIL HEM AND IN VALLEYS Ia 'MAX. DETAIL A FASCIA O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL ;OFFIT 10 HEM AND IN VALLEYS STAPLES INSTALLED 12" O.C. MAX (INTO (D OWOOD) IN J-CHANNEL SLOT B BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOI / BY OTHER EMB. ,,,1X2 WOOD BATTEN at SOFFIT 1D -J-CHANNEL Q3 DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR- 2X2 WOOD BATTEN 10 10d NAIL AT EACH `STAPLES INSTALLED O THRU SOFFIT AND TRUSS/JOIST/ RAFTER LOCATION NOT TO /J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR TAPPING SCREW, 7QSTAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS e" MAX -al Ic- DETAIL DO STAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFITS ® J-CHANNEL-/ B h DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION O 11 1X2 WOOD BATTEN r 2X2 WOOD BATTEN 10 — Q SOFFIT fINSTALLATION SCREW, (DJ -CHANNEL - BATTEN ATTCHMENT ® 1'.FASTENER SPACED 24" g0 MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO o_CONCRETE/CMU WOOD) IN J-CHANNEL J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) OR L' SPAN 'L' EAVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) CONCRETE; SOFFIT OFFIT� CMU OR WOOD SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTE:1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END BY OTHER 2-1l4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. L.JC 1 NIL M 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngrouI.com AA k: 0003326 b rd 4 stmDrv. & LOT: ABBOTT PARK LOT# 36 BLK. 7 PltOJMT# 04181.000-36071 MODEIA 3EAB "1504-ALLEX" GARAGE OWING: LEFT PAGE: SOFFIT DETAILS 160 MPH FAT. C 11 12" TRIPLE 4 FULL-0—VENT SOFFIT ECO "° o VINYL —NO. 639 D N 06/14/2 SCALE: 1/4"=1'- SiiEET s Ll 1. I