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Home My WebLink About38312 Sonnet Landing Ave99 991504-3EAB-ALLEX ALL ��tt�3+IBC GODg CIiI iC t ;O, DEff e g I �K I.»° R tt ' �4v y� ? 4 %fit I %1 { H OMES R �� 0�.� pL% 12602 TELECOM DRIVE, TAMPA, FL 33637 T4&1: (813) 740-9720 Fax- (813) 740-9715 - STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS r�I DI�pp�� B�UmUT Co Rps�sm�z�mM,�,�A�� 'PWWvs DVl/YD� WIDE, a�o.IwansarW 7M IS MON (2020' "� � MD STATE =2S -OCCUPANCY - RESIDENTIAL, GROUP R3 CONSTRUCTION TYPE - vB MIN. INTERIOR FINISH - CLASS B BASIC WIND SPEED - Vult=180 MPH V88d=124 MPH -EXPOSURE - C .2-STOR-STOY RESIDENCE ICE - yA7I. HEIGHT AS PER LOCAL AND STATE CODES ARV. ABOVE A/C AIR CONDITIONING AT ADJUSSTNAABLLE AMP. AMPERAGE BD. BOARD CENTERLINE CAB CABINET CA CLG CEILING CLR. CLEAR CONC. CONCRETE CPT. CARPET C.T CERAI,ICME D. DOS D.G. DUAL GLAZIR DIA. DIAMETER® DIM DIMENSION DISP. DISPOSAL DP. DEEP DR. DOOR D.3. DOWNSPOUT[ DTL. DETAIL DW, DISHWASHER EA, EACH ELEV EQUAL N EX EQUAL EXFL EXHAUST Fo/FX. EXTERIOR S F.G. FUEL GAS FIN. FUEL FI.R FLOOR FLUOR. FLUORESCENT FIG. FOOTS DOOR GA. GAUGE GAR. DISP GARBAGE DISPOSAL GF.I. GROUND4AULT CIRCUIT INTERRUPTER GLASS OL. GLASS GYP. BD. GYPSUM BOARD H.H. HOSE BIB H.C. HHEOA`DEERWCORE INS OR HT HEIGHT INSULATION ENT, INTERIOR LAV. LUM, M.C.TE MIN. MT. NEED.MOUNTED MIT. N.T.S. G.C. PL P.B. PH PL� PST R. RAD. �G" SM. FLO. S.C. SO SITE, SIT SHWR. SIM ST. SL. GL. STD. SWS TEMP THK. T.O.C. T.O.P. T TYR YP. UN.O. W WD. WOW. WT. LAVATORY LUMINOUS MED�INCTU� ET MINIMUM METAL THRESHOLD METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE YWOOD PPRESSURETREATED RISER RADIUS R F' GERA OR ` ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETEC HUNG R SNGLEHUNG SFIRT SHEATHING SHE SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTIONTERED GLASS THICK TOPOFCURB TOP OF PLATE TOP TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WITH WARNER WROUGHT IRON DATE DESCRIMON �� GONSTRUCTICTI DOGIXIENTS IMBUED ARCHITECTURAL SHEET DESCRIPTION �� PLAN MAMTENANCE PG CS -COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG E1-ELECTRICAL PLAN PG P1-PLUMBING PLAN PG Ml -MECHANICAL PLAN PG Dl -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS 03A8A8 REVISED LINTEL SIZE • ENTRY mb!lVI9 ADDED LED LK�FIt6 TO piCFE1J 18ATH1000M8 PER MAW ROUES 10,S/P3 ADDED WID LAYOUT I0/" ADDED 011r. 8'-0'CE1LWx FE*W OV0140 REM -ACE USPCONNECTORS WITMSMP80NC 4ECTORB o4=o O't. W-V CL& HGT: REVUlE ARC AY HEWS 0VM1 200FIBCUPDATE 03/Mi ADDED SOMT DETAILS STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: 407 774-6078 ( ) Fax: (407) 774-4078 / SQ.FP. CALL. S LIVMIG 1504 5Q.FT. GARAGE 39m SQ. FT. ENTRY 31 SQ. FT. LANAI 8h SQ. FT. TOTAL 2011 SQ, FT. STRUCTURAL SHEET DESCRIPTION PG Si -FOUNDATION PLAN PG S1.lA-DETAILS PG SLAB -DETAILS PG S1.2-DOWEL PLAN I PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.113—DETAILS PG SNi-DETAILS PG SDl -SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND +0 ALL WRITTEN RFI.a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA 8: 0003326 A LL.) 1 9OU13DM A. LOT: ABBOTT PARK LOT# 14 BLK. 11 PROJECT* 04181.000-14111 MODEL• 3EAB "1504- ALLEX" GARAGE 9VOMG: RIGHT PAGE: COVER SHEET 160 MPH EXP. C P A GATE:TE: 05/25/21 8CALE: 1/4"=1'-O" SHEET cs A GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. SRE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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, NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THANIA THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3I8INCHES 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 R3026 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'41NCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNVALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. I'LUMBINO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2, WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM '/: PVC (SCHEDULE 40), INSULATED WITH '/," AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FSBSM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063.19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIORCE1LIM 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12' O.C, (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) d N. RONALD REAGAN 61 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 6 O UDDIV. ae LOT: ABBOTT PARK LOT# 14 BLK. 11 PRGJECT/F 04181.000-14111 KODEu 3EAB "1504-ALLEX" GARAGE SWING: RIGHT PAGE: GENERAL NOTES Qw MPH M C DF-nAT : mT 05/25/21 8CALE: 1/4"=l'-O" 8HEET IN GN 3062-SH EGRESS -SH ip ur-' - ` © 36'x60' SPAN I I ti� s BEDROOM-01CLG. I IlY !>EI I BED—v CL& I , BATHE v ;, BEDROOM #3 I 1 I �� e' a aA W-W CL6. 1 LAV. LAV 3.814 ? I COATS 1n0-' I H t �Lu v v 9 1 „, „, GARAGE 2?-4 1'-4' - W-V CL6. 1 I w1c 1� --- I BATH#2 O --, HALL ul>2 BOLLARD "? A8 REG. �o I I O 8'-D' Q& I 8' TU9/ _ _ l' b2 IQANGEb20 I ? PER BLDG. A I A 2'-4' n CODE II INK v I r 1 LBV.292 1 II • I I WC I o e =e I v II • I OPT. 9 UM ---II LANAI I� LMNGROOM Al I ��•�: e'•0' CLG I K�--- W V-0' cLG. REF. 2-6 'v ; Itl l�ii �o fl i s le'-m cLa I a 0 UN. _-- t, ---- e'-6' ma; OPT.. m s IT-S' S'-4' 2'-4' 3'-8' 2'-10' S'-6' 2'-8' 3'-H' 3'-8' l'-4' j j v I m DWO ROOM i Q 'n e I W-0' CLG. i YER e�6 I I o PANTRY _ U�> 3-1&94 FLOOR PLAN SCALE: 114 • 1'-0' NOTE. -2-6 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. .OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICIWESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/6' [38 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. SQ.FT. CAM'S LIYWx IS04 $a FT. GARAGE 3W 15a FT. ENTRY 31 Sa FT. LANAI 86 SQ. FT. TOTAL 2011 SQ. FT. MASONRY/FRAME WALL LEGEND 8'-0' BLOCK WALL UN.O ON FLANS BRG. HGT. VARIES 4' INTERIOR LOAD 15W' WALL UNjO. ON PLANS 4' INTERIOR NON LOAD BRG. WALL UN.O. ON PLANS -ALL INTERIOR D00RS TO DE 616' -ALL EXTERIOR DOORS TO 15E 8'-C' UNLESS NOTED OTHERWISE o01F01Brt AID CIADONO WfD laADe e�sc ww ElwoeuE FOR a seoa w allele edwE ICIE 1loWINeo8119 e91N►E NDTNIDTITE FDatAaE MIN, WINDOW 10 S 31/-80 CRITERIA EXTERIOR SWING 18 5 36/-41 DR MIN. CRITERIA SAD. MIN. 41 S 34/-43 CRITERIA 16010 O.H.D. 112 S 31/-38 12'x12' SOFFIT I S 313/-49.9 BASIC WIND SPEED MPH = 180 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. L. TOP PLATE 9 m BAR DETAIL A SCALE: IQ' • 11.0. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abda•Igngroup.com AA M: 0003325 dunDm ag I.OT ABBOTT PARK LOT# 14 BLK. 11 PROJECT# 04181.000-14111 MODEIa 3EAB "1504— ALLEX" GARAGE AWING: RIGHT PAGE: FLOOR PLAN %160 MPH W. C 40 AREA OF ATTIC - 2232 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2232/300 = 7A4 = 1071,36 50. IN. MIN. REQUIREDVENTILATION IN UPPER .5% 1071.36 PORTION OF ATTIC FYPON BRACKET •/-15'-10' BLDG. HGT. BKTIIXIl OR EQUIVALENT - — - — - — - — - — - — - 4' FRIEZE BAND = 535.68 SO, IN. (RALANOE TO RE PROVIDED (TYPJ IN SOFFfTOR EAVE VENTS) SHINGLE ROOF SHAKE12 �6 SPECIFIED (TYNG P7 ��--II.. OFF RIDGE -ENT OFF RIDGE VENTILATION AREA TOTAL ROF VENTS REQUIRED 1155Q, IN. FERVENT 4.65809 4' RAISED R'1 BOARDTOTALNOF Ib VENTS PROVIDED 5 BAND (6TYP b' RAISED BAND (TYP� a p Al- I I ! I III � BANDISED il—COACH F0 E - ANO (TYP-) [ME ILaa�FUS�� n a ■ a B'-O' BRG. HGT.s_ 1'-19' 0'-m' FIN. FLR i, ,._m1 1 I 1 I i I I I I II I i I I 0'-0' FIN. FLR FRONT ELEVATION-D SCALE: 1/4 • I'-m' TEXTURED FINISH OFF R® T OFF R� T li-11-0 i REAR ELEVATION-D SCALE: 1/4 • F-®' TEXTURED FINISH 8'-0' BRG. HGT. iEp I I 46 1 1 cu i0 I I 1 I I I I - — - — - — - — - — - — - — - — - — - — - — - — - — -----'------------ --- - ----- Am'-O' FIN. FLR OFF RIDGE VENT LEFT ELEVATION-D SCALE. 1/4 • 1'-& TEXTURED FINI OFF RIDGE VENT RIGHT ELEVATION-D SCALE. 1/4 • I'-m' TEXTURED FINISH 8'-aa' BFt3. NCaT. _0. -------------------I 00'-aaFIN. FLR I I 4B I I I II I I I I I I I I e-,-C' BRG. HGT. 2' \ I I 1 I I fV N I I � I \ —I'-4_ / LOUVER DETAIL A SCALE: 1/2 • I'-O-O'' i"I N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407•T74-807$ FAK 407-7744078 www.abdesigngroup.cem AAN:0003325 OW g .1.1 l BUDDIV. & LOT* ABBOTT PARK LOT# 14 BLK. 11 PROJECT* 04181.000-14111 MODICU 3EAB "1504-ALLEX" GARAGE SKIING: RIGHT PAGE: ELEVATION "Y' 160 MPH VA. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES - e 125v OUTLET 20 AIT SINOLE POLI IIOv OUTLET WV CUTLET lO NiLET WIND, TO SWTCH SI �GFI IIOV OUTLET (�2TAMPM NfOlUl"llill�l"NO MLI RESISTANT T1'PW �q. 220V OUTLET (4) WINE NY COr-TM yW�I•• '-1y- GM EM. YMTI UMNOW amET GOMM FAULT xwEleErme SWITCH SWTCH S-WAY OPER $4 SWITCH 4-WAY OPER WALL MOUNTED V ' V LIONT CEILING LICIT © LBO CLG LIGHT LED VAPOR ©V° ROW LLGHT O VFs VAPOR PROOF LOW ORocassm, CAN evow. FAN 1 oM PER SG rr. "�• FAN WLgNT aM PER ea Fr. Fl (erecV iBD AST gKoLow ® T WRAP AROUN AROUND <'W ) 0 L (EUI! FNTJ }� 2' M1VDI..QNT N FLUORESCENT �+--n---�-v+ 4• TR•GC LION PANEL Nib METER O S.D. SMOKI DSTECTOR Marl Maacrlr YIC.US� r� L=J WALL PKNKW E'701Q DSTECTOR Matt macKda ELES®I� CARISS "N' DSiKfQe MEIN-CONEGTEO ® COFBD SHALL BE A ORMACE OF NOT LESS THEN 4- MWM WALL PENDANT LOW NATURAL GAS ► TELERIp! JACK WATER MUTER RNA� DNcoN�cr Axe COUDR DRCON/CT o SE SEE AW ON I Q mu.0ON,Aerc TO EE SUPPORTED N J� ,.Ep( ACCGOAS C EON MARKED AS elel•1 FOR CELNG BOX plimplim; CELING NAINA.IONT TO BE SIPPORIED N AC4 OOANCE IW "N MARKED A& EACH TON WAIRECTION AD= 24' SGADESWM LOW STRIP LOW STRIP nno 40' BNC4CESO7NT LIGHT &TRIP ROOD LISNT w" EBawTr 09 KITPAo I-Q Pa rum -Burrow roe a1rm uss raw • LOCATION OF Tv JACK& 4 RID! OUTLETS w FAME TO BE YEW= • HOMIOENER PRE-CON&TRUOTION MEETM • ALL B 4 20 AMP BRANCH CIRCUIT& TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISION OF POOR, • m AMP DEDICATED LAWORT mm C R UIT. • OR • IGLA O MOT ON IUTCWEN ORCWT) • DIMAUANHER DISCONNECT TO BE LOOKOUT IN PANEL • BATTNOOM 041NUST PMI TO HAVE MIN CAPACITY OF 90 CM INTERMITTENT PER ELECTRICAL PIeOVI61OB OP SECTION M mUl • LAUNDRY ROOM RIS^.lPTAGL! &HALL BE GCIND MILT GROUT-NTEREPTR PlOTECMON FOe PERSONNEL ON FBCDEM • WRING METHOD BULL BE NCN METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR X ee (2020x • ALL WORK TO COMPLY WTH ELECTRICAL PROVISIONS ar THE Fete TT41 eD rxe2wx • BSA OR LIGHTING MAST Bi f=Q Y EIM OM NTT AN PIR WIN e 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE ISO AMP DISCONNECT SWTCH AND OOR40 VC GENERAL HOTES1 M ELECTRIC METER IN 1 FSIASE A. ELECTRICAL MATERIALS AND INSTALLATIONS SMALL NEMA SR ENCLOSURE GOMFLr WM ELECTRICAL PROVISIONS OF TFE FBCR TTH PANEL @ITidw (20 01 LCCAL CODES, AND ALL LOCAL POWER COMPANY RE011REFERS. lWAnP B. ALL CONDUCTORS SMALL BE TYPE THHNR N UNLESS me NOTED OTU$RUSE. POWER COMMA TRANSFORMER GRADE PROVIDE 00 AMP, W440 VOLT, i PHASE SECONDART= ELECTRICAL SERVICE. PROVIDE S -1 COPPER (CU) N 1-112" DIA SCHEOULA SO PVC CONDUIT OR PROVIDE S -20 ALUMI UM (AL) IN 2" DIA SCHEPULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WTH THE ELECTRIC COMPANY PRIDE TO BID. I I I I L I I = \ LED LIGHTING @ SINGLE LAV. BATH v2 TELEPNO! SERVICE y CABLE TELEVISION ENTRANCE SEINICE ENTRANCE B(iUM'm1T VAwT'B)IT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTION 14 CU SERVICE GROUND C ON NEOMP TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE PAM TTW @ITION (202OA S/B" DIA X S FT LONG COPPER CLAD GROUND ROD BATHV1 u 11 PRE -WIRED I/ CLG FAN PRE -WIRED`` CLG FAN + BEDROOM #3 aD L L 14 WISE W/ O ART BEDROOM #1 Mr%Rt� W.Lc. TV ---------� GFI Q GFI �I CEILING MTD. S/COI LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR I I� PRE -WIRED I I I L OPT. FAN CLG FAN I , OUTLET FOR I UVINGROOM , DISHWASHE i \ RTPCM LANAI 1 I UP GFI ��__ I PANTRY ti `-------- LED LIGHTING C� DOUBLE LAV. BATH M PRE -WIRED CLG FAN B®ROOM #2 #2 METER FIELD VERIFY LOC. OUTLET & 48' AFF. —, WALL MOUNTED IL u, KEYLESS LIGHT W/SUIITCH IN Q I FIXTURE ATTIC I I GARAGE 1 P.B. ww)° oAl I o�lo!�L Noll ELECTRICAL OPT. COACH LK2HT I � I �\ I I I ' I ` I I + I / I I +' I� I I I I I I I SA41 N. RONALD REAGAN BLVD. LONGWOOD, FL327 O0 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 a Q kb k pQ BUDDIV. & LOT. ABBOTT PARK LOT# 14 BLK 11 PROJECT# 04181.000-14111 MODELe 3EAB "1504- ALLEX" GARAGE StYIMG: RIGHT PAGE: ELECTRICAL PLAN %160 MPH W. C DAIS CE- 05/25/21 SCALE: 1/4"=1'—O" SHEET E1 10 GON PLUMBING PLAN SCALE: 1/4 " I'-0' KIT( VTR PLUMBING RISER I N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 yak 2 eUDDIV ac LOT ABBOTT PARK LOT# 14 BLK. 11 PROJECT# 04181.000-14111 MODEL.• 3EAB "1504— ALLE)C GARAGE 8WWO: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C 1DA 05/25/21 BCAL IC: 1/4"=1'— 0" RINT 8HEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL, BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED ALAS 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. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, WALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1T14 EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO MC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOM&, SHALL NAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALL& SHALL HAVE AN APPROVED FIRE OR FIRE/BMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER, ALL DAMPERS SHALL BE INSTALLED TO MPG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF 5008TER FAN OR EQUAL. FANTECH POP 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. SCORIATED NICKEL //--FIN, FLOOR a BRONZE FL. PL. / OR WALL BRASS PLUG -'�----FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYP ) COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT 19 PASS-THRJ AIR GRILL ATTIC AIR SUPPLY I�l y AIR HANDLER EVAP. TRAY NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. W/ (2)-3/16'X2' TAPCONS UNITR SIMPSON WB ROLL STRAP EXTERIOR WALL OR EQUAL AIR RETURN SUCTION AND LIQUID 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) REFRIGERANT LINER GBXI 1/4' BHT. MTL. SCREWS CONDENSER UNIT EXTERIOR WALL CONNECTION TO PAD 3/4' PVC CONDENSATE DRAIN LINE PVC SLEEVE TO LINES BELOW SLAB NOTE: MAIN COND. DRAIN 3/4' DIA. 1 OVER HEAD 0 12' FROM STRUCTURE p REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS MECHANICAL PLAN SCALE: 114 " I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.corn AA S: 0003325 J d QL I I I I > UBDIV. !e LOT ABBOTT PARK LOT# 14 BLK. 11 PROJECT* 04181.000-14111 MODEIi 3EAB "1504- ALLEX" GARAGE BwING: RIGHT PAGE: MECHANICAL PLAN Q6A MPH J Ii:7 nEXT. GROUND CLEAN -OUT (TYP.) DATI 06/26/21 U T5 SCALE: 1/4"=1'-0" NSFlEET M1 2X4 TOP PLATE PRE -PAD TRJBS I/2' CLG. DOARD V2' DRYWALL TV"' SECURE ST. — PLATE TO SLAB W/ IOd MASONRY NAIL • 32' O.C. MAX PIN. FLR 2X4 WOOD STUDS 024' O.C. TIONS SUPPORTING HUNG PLUMBING 2ES AND WALL IETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. TYP. INT. WALL NON—BRG. D1 SCALE. 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER MOR W5,11. ROOF SHEATHING TWI004ESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I ELEVATIONS TYP. O.H. VENTED SOFFIT I I I 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ¢/8' GYPSUM BC OR 1/2' HIGH STRENGTH CLG. BOARD 35/8. OR V2' DRYWALL—z'l 3/8, TOP CHANNEL l25 GAJ V2' DRYWALL 3 5/8' OR 5 3/8' METAL STUDS 24'Or— 20 GA METAL TO BE 5' DIA. SLEEVE, INSTALLED IN WALLS DO NOT CUT RECEIVING UPPER/ LOWER 3 3/8' OR 5 REBAR 3W CABINETS AND TU"W01LER 25 /8' BOTTOM OTTO GA METAL TO DE INSTALLED L / PIPE IN ALL OTHER WALLS. STUDS GA TO BE SPACED 16*0) SECURED .C. AT 2ND TO) SECONC BOND BEAM FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' SOLID GROUT STAIR WELLS AND DATHROOM PAP a TO WALLS W/ TILE FINISH PAP FLOOR W/ CU- s5 — W/ 1/4' WOOD (2) COURSE -- WOOD BASEBOARD-1 REW DO NOT CUT THE BOND BEAM REBARS �FNISH FLOOR 1—STORY TYP. INT. WALL 2A PIPE THROUGH BOND BEAM 1A METAL STUDS(NON—BRIG.).Dj SCALE; 3i4•er'-C' D1 SCALE, 3/4'•1'-C' SEE ENERGY CODE FORMS WSULATION R-VALUES REFERENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.C. e' cm 1/2, GYP. WL. W.- WOOD BASE — 0'-0' FIN. FLR a 0 n W/ WINDOW OPENING H FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR SM.U. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1.16 IN ACCORDANCE WITH F5CR 2020 1TH EDITION, SECTION R301.13 AND I603B.1. n 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 F5CR W5.1.1.1 OF THE F5CR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE Iv UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER F5CR WbJ.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL, DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET ON PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CALK AW � w r � Suave Rae au us cru .ueo MASS 4 2B GAS LINE THRU BLOCK w•.r.r —2X4 SPF 24' O.C. MAX.— SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRrjW PER STRUCTURAL DETAILS PRE-ENG WO. TRUSS — CONT. 2x RAT RUN SECURED PER—/� STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/e' GYPffi)M BOARD OR 112' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT-4-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0- FIN. FLRr� m' ,a R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.C. 1/2' GYP. WL. BD. - WOOD BASE- 12 � _. _ 6ALV. ereeL--_-�• -sy OTT AD node Pea8T VaRTICAL TRACK OTFIlIe! 8T MYi. FAGTa/Cp TO RCd9 TRACK DRACIR» tw PROP= AP"FOVAL POW s GARAGE DOOR JAMBS D1 SCALE: 11/2'•1'-0' F15ERGLAS6 SHINGLES WITH UNDERLAYMENT AS PER POOR 905.U. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SWEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS Cm _ 0'-0' FIN. FILM ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE -16 IN ° ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND 1609.5.1. n W/ WINDOW OPENING B TYP. WALL SECTION �- NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'•I'-C' UNDERLAYMENT IN ACCORDANCE WITH F5CR S05.1.1.1 OF THE F5CR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. .1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-W78 FAX 407-7744078 www.abdesigngroup.com AA A: 0003325 64 c sysazv. ae LJoT: ABBOTT PARK LOT# 14 BLK. 11 PROJECT# 04181.000-14111 MODEL: 3EAB "1504— ALLEX" GARAGE STATING: RIGHT PAGE: DETAILS 160 MPH AC p3 DA 05/25/21 SCALE: 1/4"=1'-0" SHEET D1 rm 2X6 P.T. • ODJTER OF DOOR! HEADER SECURED RV (0 V2' X e' J-BOLT W/ 4' MN EMBEDMENT UV 2' X 2' X VS' WASHER 4 NUT OR Ru (2) uz' X e' ANCHOR DOLTS W/ 2' X 2' X Ve'""Ilt 4 NUT R e SECURE 2x ® TO DLK UV 10 V4' TAFCONS I V2' EMBED, e' or_ 4' END DIST, I VY EDGE DUST, IN 6lCpm R 2X6 GARAGE DOOR BUCK SECURED WI (5) V2' X e' J-DOLT OR ANCHOR BO.M, UV 4' MN EMBEDMENT, UV 2' X 2' X IA!' WAGNER 4 NUT. (1) WITHIN IN OF TOP, (V WITHIN e' OF THE BTM, 0 (!)EVENLY SPACED. E O m NORa ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER" RMTALLATION INSTRUCTIONS WERE SUCH lMTM=TIONS AM MOM ATIR hhMN'T GARAGE DOOR BUCK ATTACHMENT D2 euHJa w•.r.4r 6' cm 1/2' DRYWALL bt4 P.T. OR 6/4'X4' MIN. 65CJRE THOU FRAME 4 ❑ 1-4' EMEND I-V4' INTO P.T. NAILER BLOC, 11113116' TAPCONS DOOR CASING fMN BHLONWK SIZE .149 MIN HEAD GIZE 300 MN EMBEDMENT 1-1/4• UATHIN d OF EACH END DOOR JAM OR WMDOIV 4 W = MAX 6PACIN6 ATTACH TO 2X PER MANFACTURES DETAILS NOTE, SHIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" /111�Ap01t TO BLOCK +3/4" OR +5/4" 2X4, m SECURE TO BLOCK W 3/M' TAPCONS (MIN. 6WANK 812E .HD MIN HEAD GI27E 300 MN. EMBEDMENT I V4') IWTHN e• OF EACH END 4 W O.G. MAX 6PACING. 2X6, SECURE TO BLOC, 00) SAS' TAPCONS (MN SHARK SIZE J4e MN HEAD SIZE 300 MN EMBEDMENT 1 1/41) V CT'N WITHIN VOF EACH END 4 M' O.G. MAX 6PACMG IR' DRYWALL 2Xe, ® MX4' SECURE TO BLOCK P.T. HALER 11/(2) 3/I6• TAIEC.ON6 (MN SHANK SIZE A49 DOOR CASING MN HEAD 6NZE 3O0 MIN. EMBEDMENT I V4') WITHIN e' OF EACH END 4 M' OC, MAX DOOR JAMB OR WINDOIU ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAWS (00 NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" B • TO BLOCK +1 1/2" 2X4, = SECURE TO BLOCK W/ 3AW TAPCONB (MN GNAW, SIZE Joe MIN WRAP SIZE 300 MN EMBEDMENT 1 I/49 URTHN e' OF EACH BW 4 M' Or— MAX SPACING. 2X6, m SECURE TO BLOCK UV(2) W16' TAF'CONG (MN SHRANK SIZE J45 MN 1 EAD 812E 300 MIN. EMBEDMENT 1 1149 WITHIN e' OF EACH END e' cm 4 M' O.C. MAX BPACNG. IR' DRYWALL 2XHk � GECURE TO BLOC, 1'X4' WK2) !M' TAPC40M P.T. NAILER (MN SHAWc SIZE Joe vM' oea. x 4• MIN MN HEAD 61ZE 300 MR . E•16corIENT 1 V4'J DOOR CASWS WTHN e' OF EACH BID 4 M• OC, MAX 6PACMG. DOOR JAMB OR WMDCU ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED VW) DOOR JAMB TO BLOCK +1 15/16" @Za TO BLOCK +1 15/16" 2X4, m SECURE TO BLOCK IV/ 3A6* TAIMCONS (MIN. SHAH SIZE J49 MN. HEAD SIZE 300 MN EMBEDMENT 1 114') MTHIN V OF EACH END 4 M' OC. MAX SPACING NOTE, STRUCTURAL 2X MUST DE 2X6 m ON OUTRIDE 4 SECURED SECURE TO BLOCK THROWN NON-STRUCTURAL WV(2) 3/16' TAPCONS 3A6' TAPCON MN 1-114' (MN SWAN[ SIZE Joe EMBEDMENT INTO BLOCK , MN HEAD SIZE 300 MN EMBEDMENT 1 114•) UZTWIN S' OF EACH END e• atoll 4 IV OZ. MAX SPADING. VJ' DRYWALL 2Xe, DIEM ❑ SECURE TO BLOCK 1'X4' W97) !/M' TAJECCf18 P.T. NAILER (MN SHAW, SIZE Joe DOOR CA6NG MN HEAD 61ZP 300 MN EMBEDMENT 1 1/49 WITHIN VOF EACH END 4 W Or— MAX 6P.AC2N0,. DOOR JAMS OR 111NDOW ATTACH TO 2X PER MANFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,14') DOOR JAMB TO BLOCK +2 1/4" r.--ff W TO BLOCK +2 1/4"kflll- 2X4, ME 2X4, ME SECURE TO BLOCK SECURE TO BLOCK UV U'WI6' TAPCONS (MR 1/4' TAFrD" (MR SWANK SIZE JN MN 6HANK SRE J49 MN HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 MN. EMBEDMENT 1 V4') UT14IN e' OF EACH WITHIN e• OP EACH END 4 M' O.C. MAX !ND 4 19' O.C. MAX SPACING. SPACMri. 2X6, ® 2X6, m SECURE TO BLOC, SECURE TO BLOCK W92) 3/K' TAFr." 1111/(2) 1/4' TAPC4" (MIN. (MN SWAN, SIZE J45 6HANc SIZE J45 MN, MN HEAD SIZE 3" HEAD SIZE 300 MIN. MIN. EMBEDMENT I V49 EMBEDMENT 1 1/49 UT14IN 6' OF EACH END e' cm UTHIN e• OP EACH END e, 4 IV= MAX SPACING. t IVO.C. MAX 6PACMG. aXi 2XF a �� DRl'UTALL 2Xe, 1=1 W' DRYWALL SECURE TO BLOC, PX4' BECUE TO BLOCK I'X4' WWII) 3/16' TAPCONb P.T. HALER WXV 1/4' TAPCONS P.T. NAILER (MIN. SWANK SIZE 34e DOER C (Su (MIN. SWAN, SIZE J4S MN READ SIZE 300 MR HEAD SIZE 300 T/16. OAA. X 4' MIN. MR. EMBEDMENT I V4') MN EMBEDMENT I V4') WITHIN V OF EACH END UT14IN e• OP EACH END DOOR CASNG 4 W Or. MAX 4 is, OC. MAX SPACING. DOOR JAMB OR WINDOW 6P'CN& DOOR JAMB OR UENDOW ATTACH TO 2X PER ATTACH TO 2X PER M~ACTURE6 DETAILS. MANOACTURle DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLOCK +3" R (+a" 2X4, M SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .14E MN. HEAD SIZE 3430 MN EMBEDMENT 1 1/4V UT14IN r OF EACH END 4 W O.O. MAX GPACMG. NOTE, STRUCTURAL 2X MUST BE 2X6, m ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/16' TAPCONG 3/16' TAPCON MIN. 1-144' (MRSHAW SIZE J46 EMBEDMENT INTO BLOCK MN HEAD SIZE 3" MN EMBEDMENT 11149 e. cm WITHIN e' OF EACH END 4 M' OP. MAX SPACING. 112' DRYWALL 2XIE, I2IIIII0 ❑ 1'X4' E CK 66CUTO BLO P.T. NAILER W92) aft' TAE ,-" DOOR CASING (MN SHAH, SIZE .Wb MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN e' OF EACH CND 4 Id Or- MAX SPACING NOT:, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4') 2ND 7X SECURE TO STRUCTURAL T1lI'1BER W/(21Dd UTHIN V Or EACH END 4 6' TO e' O.C. MAX DOOR JA IS OR WMOOIU ATTACH TO 2X PER MANlJPACTUIRE8 DETAILS, DOOR JAMB TO BLOCK +3" OAT %= Tn a2nc¢ 4s" NOTE, SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 7/16" ��Olf TO BLOCK +3 7/18" 2X4, BE SECURE TO BLOCK UV 114' TAPCONS (MIN, SNMK SIZE 149 MN HEAD SIZE -%M MN EMBEDMENT 1 1/4') UNTHIN e' OF EACH END 4 W = MAX 6PACMG. 2)(6, SECURE TO BLOCK W92) V4' TAPCONS (MIN SHAW GIZE J45 MM. HEAD SIZE 300 MN EMBEDMENT 1 V49 WITHIN •' OP EACH END 4 15' O.G. MAX SPACING. 2Xe, SECURE TO BLOCK W92) V4' TAPCONS (MN SWANK SIZE J4e MN HEAD SIZE 300 MN EMBEDMENT 1 114.) WITHIN W OF EACH END 4 M' OL. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL W116' TAPOON MN 1-1/4' EMBEDMENT INTO BLOCK LU1 e' cm 10' DRYWALL I P.T. NAILlR ICI P P.T. X 4' MN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUEB DETALB. NOTE, SWIM A6 NEEDED TO PLUMB JAMS (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 3/4" W TO BLOCK +3 3/4" • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA W: 0003325 x b p4g 1 NMI. �N W i O BUDD:v. aR LOT: ABBOTT PARK LOT# 14 BLK. it 1pRojmcT# 041 1.000-14111 WOEIM 3EAB "1504- ALLE)( OAPL&GE 911I7NM RIGHT PALM DETAILS 1KVPH EXP. C PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL JI MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/Z021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FKA 12/31/Z021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13972.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13B72.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FSCR 12/31/Z021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/20Z1 104T6.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10416.5 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 !Z/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/ZZ/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBM 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/20Z3 32502.1 PLY GEM PANEL WADS SOFFIT 2020 FBCR 1Z/31/2023 16S03.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS Z020 FBCR 3/Z/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS 2020 FBCR 11/18/2072 17676.10 MI WINDOWS & DOORS SINGLE HUNG 2020 FBCR 9/29/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 1Z131/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/3112021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG, PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2029 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 2395S.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 239S6.2 THERMA-TRU EXT. DOORS 6'•8" SWINGING EXT. DOOR W/SIDELTTE 2020 FBCR 1Z/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'•0" SWINGING EKT. DOOR W/SIDEUTE 2020 FBOt 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR Z020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 1Z/31/2024 25226.1 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 FBCR 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 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR S/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 (7tb EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA li: 0003328 04 N 6 A 101111 atTODM & LrOT ABBOTT PARK LOT# 14 BLK. 11 [PROJZCT# 4 81.000-14111 MODEL' 3EAB "1504- ALLEX" GARAGE BrIING: RIGHT PACE: PRODUCT APPROVAL LISTIN 160 MPH C INSTALL PA&TENERS (CLIPS; N=. STRAPS, STAPLES) AS APPROVED OUILONG WRAP REQUIRED TO SECURE SMALL DE LAPPED A MNIVIUM OF PIPE) WIRE TO PRAMINS 6' • VERTICAL LAPS (ROLL VIES, LAYER L ENM t S' • HORIZONTAL LAPS. STUCCO WRAP ALL SEAMS NEED TO DE T- ILATH vERTICAl. LAP TO CE r WTH FORTIDCR SHEATHINWRD LAYER a, FORT040M / MUILDING PAPS! METAL LATH PREFORMED CONTROL JOINT i i' THICK S COAT CEMENTRING MM15RANIE FLANGE OF CONTROL JONTS T PLASTER P AAS14M OVER 4 z4DE WIRED TIED TO LATH • S' \ ERD LAYER 4, PORTFIDER SELF-ADlERN6 MEMBRAM O.C. MAX (VERTU NOMc DO E111LDING PAPERFLASHING OVER APPROVED NOT FASTEN CONTROL JOINT TO r MN. LM • Ml.HOUSE UIRAR 1441 N. RONALD REAGAN BLVD. WALL EI N P STUD EXISTS PLASMENQ to EXTEND CWTO PIPE LONGWOOD, FL 32750 BEYOND EXCEPT STAPLE& W) APPROVED METAL LATHSW LEG ECURE�CONTIWL JOINT' TEMP FAGTONIM AT SUPPORTS (VERTJ OJ.".. MAX ( X X 4 ISIY. RAF �R4lEPN: 407-- 74-40 8 DUItlNG MSTALLATON FLASH— — — HOJSE WRAF WWW abUeS18UB�? om FASTENERS TO EE SP Si"�IXL`AO�WR4P METAL LATH PLASH9dG TO I?XT!!•ID ONTO PIPE AA («: f)003326 • �' OG. MAX VERTICALLY I W CONT. DEAD CP SEALANT GTU wooD a+EAn+NG M.THICKI LAYER I P' THICK 9 COAT CEMENT STUCCO WR qP PLASTER INSTALL APPROVED 110U6EURAP AIR METAL LATHINFILTaw"T INS DARKER OVER UM LAYER -2 FORTIPIDER SHEATMRY• s lu "` r" -.'•," 'i'. „''`��+`" UIRD LAYER 4, PORTIFIDER I BUILDING PAPER ELASTOFERIC COATING OVER STUCCO) DUILONG PAPER C.V. FINISH (SEE TYP WALL SECTION) WRD LAYER L i / I &TUC= WRAP \ wl, LATH SMALL Nor 01O°D e"a'4t1'i1N0i SECTION DE CONTMUOUS v ro s• ►• To... s• I Ebrlar IWtlw e w p us M rei tom.— �'+ Fxoerbr uee of Portland cerrnrrt pl•Mer TF�NtOUGM CONTROL JOINTS DUT SMALL W.11—ply xitl, Br appM1csb. oil TOPPED AND ms of ASTM C 928-18b. TIED AT EACH &DE L4r. •. o�•!R PER ASTM CW63 PLPR�DE�T OLOCICIWG MAX 61 TO & r Ten uTn InamYstlan o1 exosrbr ktlxrp and tramirg PI®OI'T CONTROL JOINT WHEN ALL LAr shell aomplT vAth ASTM C 1063-193, \ CONTROL JOINT FALL& ON or ASTM 1787. LL ASF�TENEIW FOR LATH TO BE NAILS ORS i eTRICTURAL aTw SCALE, I L12'•1'-O' STAPLES IN COMPLIANCE W ASTM CW61 2. WIRE TIES TO W (NO. I&) CAW*' WRE A BLOCKING SHOUN MAY ISE N ADDITION/ TO WALL STUDS REQUIRED PER PLAN 6 4'z4' SELF-ADIERING T'R9'IDRNE FLAMING (CGTIPATIDLE W) MOUSE MATEII �A I II �Ipq lfl VERTICAL LATH AP�PR VEDD NOUN w a� S v & PAPER DETAIL R.ASNING ro I"XTEiD ONro PIPH I WOOD STLOS I' 7 S'xs' SELF -ADHERING 1•EI•DRN'E PENETRATION w. FLASHING (CO PAnISLE IW HOUSE F> WRAP MATERIAL) OVER 4'x4' 81EATHNG SELF-4DHEItlNG I'1pJ'IOR.AFE SIDE E LAM OF METAL \ {F PLASHING OVER APPROVED PLASTER BASES SHALL I MOUSE UAlAI•. BE SEOIRED TO BUILDING PLA8IISIG t0 EXTEND CNTO, MPH O"M" TYPE CONTROL JOINT THEY FRAMING IEMS SMALL W �D M PAPER •L I WTUOUPPORta W EETI UTH 004Ta-N. (171-mm) STUCCO M' LAP . LAI. CUT AND OVERLAP ONE SIDE OF WERE AT INTERVALS NOT a' LAP . PAP" SELF-AOrERNG MEMBRAE MORE THAN %' (22S-mm). PLAS14M CUT AND OVERLAP ONE SIDE OF O OO AS PER ASTM CIOSD. STEP N STEP 0 SELF-ADMERIND MEMBRANE I 4F0.D RMIeD•R.A 'z IIq.D WWb •R.A ®.oLo �•^• ® KICKOUTL t Il FOR REPAIR aYEARS HORIZONTAL LATH PIPE PENETRATION DETAIL (FRAME) DETAIL IN WRD LAYERS, TEAM3 A MAY BE PATCI TA $c. PAPER DETAIL run MA WRAP c. o N.T.S. PER 4 6TI SPEC. OR PEEL � arlac .w O av>aaly. as LOT: WOOD SHEATHING ABBOTT PARK OL FOLD eMIW • ® l MW WAMM a Pr. A N 1!— OR Cm LOT# 14 Pr'A aelear•n.• "`'' WRB LAYER "I, BLK. 11 9. 0111AEE • PT. • 1 CRIME • n. D STUCCO WRAP (FRAME ONLY) s. aaAEE • n. e 4 Ta.o rr. a wee rn. a PROJECT# • ""A P'•` TaLcmile EonofM eLanE m 04181.000-14111 ® W' �' THICK, 3 COAT CEMENT ® �* PLASTER (FRAME), I/2' 2 GOAT LEGEND 1LODEIt (CM)CEMENT PLASTER (C3EAB METAL LATH (FRAME ONLY) "1504—ALLEX" GARAGE 9WING: LAP WRIS 4 TAPE OVER DRAINAGE PLANE (WRB RIGHT O C.L. ® ROOF/WALL SCREED TM "T""Off � LAYER 01, STUCCO WRAP) PAGE: =A - FOLD. 2Q mw. Y THICK D COAT CV`ENT Z 5'X5' 'L' TYPE CONTINUOUS _ _ _ _ _ _ WALL _ WRB LAYER "2 (FORTIFIBER `•'1FPL'p1°"(`"M'' r z TAL FLASHING ROOF DG.NOT BUILDING PAPER) ASSEMBLY NAIL TOEGI WIW LAYER 7, SHEATHING )DETAILS FORTIFIDER WALL SHEATHI) GUILONG PAPER a •E cNLY) DETAILS WIND LAYER- CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—x &TUCCO WRAPPRA E OLT) INSTALL WITH ROOF CEMENT 160 PH E C LAP LYYME o PULP O eRAP ..,� c STUCCO I FRAPE OR CM �� ROOF CEMENT WOOD OR 1/16" ZIP WALL ' MEMY.LPLAN" € I ROOF PER ELEVATIONS SHEATHING gKO r�Am*"4Mf.= i a SELF-ADHESIVE FLASHING — — — — — — NOTE METAL LATH: LATH TO BE PER SECTION " "�" — �'� awe METAL R-1031,1 / ASTM C-84"1-14a, MIN. 2.5 LBS. PRINT 05/25/21 DATE: euuelleeanena• PER 5Q. YARD (UTILITY OR NOMINAL BCALE:1/4"=1'-0" DRIP EOiE[, oV.a.P s', �. LATH DOES NOT MEET SPECIFICATIONS) sHEET FMTOI .•DG. MAX FVDr,L•a.P "L" FLASHING �'nT N.T.S, d d A 1 go INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER STUCCO TOP, SIDES) AND BOTTOM FINISH FLANGES OF NON -MOVABLE _ FRAME OF THE EXHAUST. Fs' SELF ADHESIVE WOOD CONSTRUCTION Atop s:u.�s aR FLASHING TO BE, OVER TOP 4 SIDES I. BOTTOM, 2. SIDES, 9. TOP VENT CAP IS TO BE SET IN BED SELF { WOOD SHEATHING OF SEALANT AT TOP AND FLASHING ER 01, SIDES ONLY. SEALANT IS TO BE UNIT STUCGOYWRAP TOOLED SO AS TO DEFLECT i WATER AWAY FROM JOINTS. 144I N. RONALD REAGAN BLVD. F REMANUR DRYER E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL VENT CAP (SET IN PH:407-774-6078 1 JOINTS AND INTERSECTIONS CONT. SEALANT) WRB LAYER "2, FORTIFIBER FAx: ao7a7aao7s BACKER ROD APPLY SEALANT AT PERIMETER OF BUILDING PAPER AAA #: 1000332b gngroup tam NCN-MOVABLE FRAME AND STUCCO ON ALL SIDES.Y1 CAULKING 0JOINt SEALANT +o ALL AI000rrD TOP 4 SIDES J' THICK, 3 COAT CEMENT WOOD SHEATHING PER SECTION R 3. PLASTER LAYER 9, Exterior lathing and DlaatBting STUCCO URA° BACKER ROD Exterior use of portiand cement plaster shall comply with the application 6 B DRYER VENT (BLOCK) REPO SCREED °WALL BUILDING PAP FORTIFIBER .X requirements of ASTM C 926-18b.METAL LATH X' Installation of exterior lathing and framing CONSw TRtIGT,ON /-'MI,TEXTt DO shall Comply with ASTM C 1063.19a, v' I ;x: or ASTM 1787. 6• SELF-ADHESIVE LAYER M, I ;x': FLASHING 6 crll FASTEN ro 1' O.0 STRucn)RAL STUCCO WRAP MEMBER • T OL. MAX WRB HOODED VENT BUILDING PAPER i OVER 'QUICK WOOD FRAMED THICK 3 COAT CEMENT FLASH' F_ — — — —1 WALL PLASTER METAL LATH _ HORIZONTAL WEEP SCREED UIRB LAYER 4, FORTIFIBER PIPE THROUGH / r BUILDING PAPER WALL ( FRAME TO FRAME) 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN WOOD SHEATHING ` MASOIVRT' DEPORE APPLYING i• TEXTURED xSKal�� pp all loll ligifill `a DRYER VENT (FRAME) NN040 MAWNRT' FLASHIN4 (INSTALL 6'SELF INST PER MANUF. SPECS.) HORIZONTAL WEEP SCREED (FRAME TO BLOCK( BUILDING PAPER WOOD SHEATHING UNDER 'QUICK FLASH' LAYER h, {A STUCCO WRAP S, W LAYER O, FORTIFIBER wow BUILDING PAPER WRB LAYER el, Q COWTUCTION CUT OPENING IN STUCCO WRAP S VENT PENETRATION APPROVED HOUSEWRAP FOR BOX INSTALLATION METAL LATH A SCALE: N.T.B. e' CMU VINYL CIO. DEAD CUT 'X' INTO ..a.. ... 6' RAISED SAND 3 K'. TO Yi' MID -WALL nen e,rressn 1 WRB LAYER 9, STUCCO WRAP , MEMBRANE FLASHING -- -- APPLY SELF -ADHERING :.. WOOD SHEATHING— MEMBRANE FLASHING OVER BOX AND OVER 6' WIDE STRIP SELF APPROVED ll1R5 ADHESIVE FLASHING, CLEAN I LAYER "I MASONRY BEFORE APPLYING STEP 01 STEW 1*2 Z R-ASHING ELEC. METER FIELD 1 STONE VENEER OVER SCRATCH COAT VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION APPROVED — HouuAeaP WRB LAYER h, BELOW STUCCO WRAP HORIZONTAL WEEP SCREED APPLY STUCCO SCRATCH GOAT AND ONE (i) LAYER OF PAINT CUT SUCH THAT NO MEMBRANE 9 APPLY 6m MIN GRADE 'D' FELT MEMBRANE FLASHING WJSTONE VENEER PRIOR TO INSTALLING ELEC. ENTERS BOX, OVER METER APPLY TO FACE SELF -ADHERING (FRAME TO BLOCK( EDGE FLASHING OVER CAVITY TO BE FILLED WITH RIGID POLYMERIC APROVED HOUSEWRAP LEGEND ISOCYANOTE-POLYBLEND FOAM WRB LAYER 02, FORTIF15ER ('GREAT STAFF' OR SIMILAR) BUILDING PAPER APPLY A SILICON STEP *3 STEP *4 DRAINAGE PLANE (WRB AT OINT LAYER "I STUCCO WRAP) TTHABASE NETRATES TELECL�RE PET 8U331) R & IAT ABBOTT PARK LOT# 14 BLK. 11 PROJECTIIT 04181.000-14111 MODEM 3EAB "1504- AU,V' GARAGE 931WINO: RIGHT PAGEt WALL ASSEMBLY DETAILS 160 MPH EXP. TiNSGEOVER WRB LAYER e2 (FORTIFIBER ...... — — COO BUILDING PAPER) AREA TO RECEIVE STUCCO SCRATCH COAT APPLY E-Z BEAD BTuccoicv.FMIBH TYPICAL WALL METAL LATH x—x—x—x 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO OVER 60 MIN e • a. o o SECTION) METAL LATH STUCCO C ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH FELT -PROVIDE SEALANT AT ALL ° °° WOOD OR 1/16" ZIP WALL COAT LARGER THAN THE ELEC. JOINTS AND INTERSECTIONS ® METER CAN OR METER CAN SHEATHING COMBO OR METER CAN AND SELF-ADHESIVE FLASHING — — — — — DISCONNECT AR 05/25/21 NOTE: METAL LATH: LATH TO BE PER SECTION OQ ELECTRICAL CONDUIT STEP #5 STEP #� SCAM-1/4"=1°-O" R103.1.1 / ASTM C-841-14a, MIN. 2B LBS. U PENETRATION s>HEET PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) O ELECTRICAL RECEPTACLE WA2 EXT. WOOD FRAMED WOOD SHEATHWA WALL WRB LAYER h, SUB-4LOOR PECKING. COLUMN SHEATHING STUCCO WRAP WEATHER RESISTIVE WDOp WRB LAYER 02, FORTIFIBER P14E-04V TRUSS l BARRIER M BUILDING PAPER ` CONSTRUCTION WEATHER RCBMTIVE WEAKER RESISTIVE i'a' HAT CHANNEL }' THICK 3 COAT CEMENT CARRI[R � BARRIER 4 PLASTER WEATNER REEGISTI - b' SAF. \ ISAFtmm -2 ' TYPE 'x• DRYWALL - 6' RAF. TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED PLA& eCR3 CO'1'T uMENY RIES �y PEEL 1 STI`C!C WOOD SHEATHttNG i a• POSITIVE DRAM 116x3' 'L' FLASHING WEEP SCREED METALLATH IN LLY EMBEDDED 1441 N. RONALD REAGAN BLVD. ROOF CEMENT WRB LAYER 01, , WOOD BFEATHPY _._._ -- LOPH. 777FL 32750 4,8078 ` I )• X 3' 26 C.A. GALv. STUCCO WRAP / - `�`� METAL DRIP EDGE FAX: 407-774.4078 }' THICK 3 COAT CEMENT �\ SET N FULL BED OF B B(0 P• PLASTER i Y♦' GAP FOR BACKER www.andeal n u com EXTERIOR GRADE ROD /SEALANT SEALANT, )' MIN. �`. b' SELF-ADHEREING DRY WALL SPACE FROM DRIP AA M: 0003325 AM66-111PIUC-180 CUSTOM CMING, SHADFACE t0 TREX WEATHER RESISTIVE .` I•';'f FLASHING WRAPPED • TOP OF WEEP SCREED i• THICK s COAT CEMENT VINYL CASING BEAD BARRIER M TO SHEATHING BELOW-- a' POSITIVE DRAIN __ —PLASTER _ EATHER RESISTIVEmbmRRwAa WATER PROOFING I►t ..s: BARRIER Q WRB LAYER 9, STUCCO WRAP NO &AP POLO VwL C4 sc_ (OH011N IN CLARIFICATION OF SEPARATE ACCE880RIE8 ONLY) LAYER (2 LAYER PEEL %' / STICK). EXTERIOR COLUMN COLUMN SHEATHING LEGEND WRB LAYER 4, FORTIFIBER 6' SAP. BUILDING PAPER PEEL 1 STICK 116'x3' 'L' FLABFIflN4 PLANE (WRB �'r... SELF-ADHEREING SI,B FLOOR ® FULLY EMBEDDED IN ROOFCEMENT LAYER *'I, STUCCO WRAP) ,' 6' WRB LAYER 01, / FLASHING ASHING I )J' X 3' 26 GA GALV. STUCCO WRAP -v '. 'I�DRAIN OF C�ANTDILEVER METAL DRIP EDGE WRB LAYER "3 (FOR I IB R — , _ , _ . AMICO AM66-WaUC-180 Iyu; WEF- -- --- ANTILEVER DRIP )' P.T. OR SIMULATED I WOOD WDODlTREX)FILLER SET IN FULL BED aR SEALANT,L MIN. BUILDING PAPER) CUSTOM CASING BEAD EDGE CONTINUOUS SPACE FROM DRIP __ ____ y: GAP FOR SEALANT VIN` CE YLL rQASI�G NBEAD METAL LATH x—x—x—x OPT. BACKER ROD. WATER PROOFING lot N� GAP M FIELD (SHOWN FOR CLARIFICATION OF 3' X 3' 26 GA GALV MODIFIED � LAYER (2 LAYER PEEL 1 STUCCO SEPARATE ACCESSORIES ONLY) FN16W LAYER (2 LAYER PEEL 1 STICK) OF IANNEL STICK) WRAPPED FROM BALCONY DECK TO CASING BEAD SET IN FULL BED SEALANT,)' MIN HAT CH NNn CASING BEAD CANTILEVER WOOD 11Iro n WALL b' PEEL I SPACE FROM DRIP }• THICK, 3 COAT CEMENT OR ZIP 10A DTL. ® CANT. STICK. DRIP FACE TO TREX SCALE 11/2'.r=m'— PTO PLASTER SHEATHING S/S' TYPE 'X• DRYWALL METAL LATH W/TEXTURED (PAINTED WIOODSHEATHING SELF-ADHESIVE FLASHING — — — — — yi GAP FOR BACKER FINISH NOTE: I )'XI V4 P.T. OR SIMULATED 'ROD / 8EALANT }' THICK, 3 COAT CEMENT '—, ' POSITIVE@ RAIN WO METAL LATH: LATH TO 5E PER SECTION OD (TREX, FILLER VINYL CASING BEAD PLASTER CONTINUOUS I VMYL CORNER BEAD (SHOWN FOR CLARIFICATION OF W R1031.1 / ASTM C - 841-14a, MIN, 2.5 LBS. LATER PRDGFING "` BARRIER RESISTIVE LAYER (2 LAYER PEEL 1 BARRIER SEPARATE ACCESSORIES ONLY) STICK) WRAPPED FROM VINYL GASMG BEAD PER 5Q. YARD (UTILITY OR NOMINAL BALCONY DECK TO WEATHER CANTILEVER'• BALCONY DRIP 0 LATH DOE5 NOT MEET SPECIFICATION5) 6 PEEL (STICK. DECK MEMISRAM. 11C EDGE INSTALLATION ® COLUMN = DRIP EDGE TO DECK EXTEND OVER DRIP °UBFLOOR EDGE (W/"L" FLASHING) WOOD CONSTRUCTION ® 3• x 3' 26 GA GALV. SCALE: INTO WOOD SHEATHING METAL DRIP EDGE SET IN FULL BED OF WEATHER RESISTIVE I NXI Ili P.T. OR SIMULATE SEALANT. 1 MmL WRB LAYER "I, +. 1 BARRIER -1 WOOD Max) FILLER a' �I' r.l 3/4 RESILIENT WEATHER RESISTIVE CONTINUOUS FACE VMtt' TO TREX STUCCO WRAP CA&NQ BEAD 2x FRAMING MEMBER HAT CHANNEL t A GAP FOR DACKE BARRIER n ROD 1 SEALANT WATER PROOFING Ne (2 PEEL 1 }• THICK 3 COAT CEMENT -, ;# WOOD SHEATHING VMYL CASING�AD THICK 3 COAT CEMENT FINISH LAYER (2 LAYER PEEL 1 STICK) 314 RESILIENT LAYER LAYER STICK) WRAPPED FROM BALCONY DECK TO I-LASTER 2 Imo, GQBWs seen WRB LAYER 12, FORTIFIBER BUILDING PAPER - PLASTER HAT cHANN[L CANTILEVER }' THICK 9 COAT CEMENT FASTENED TO SHEATHING LAY •I UIRB ER S/6' TYPE 'X• DRYWALL METAL LATH PLASTER • T O.C. MAX, METAL LATH i 1 :, i STUCCO UJRAP W('TEXTUREO 1 PAINTED WOOD SHEAT14W. METAL LATH 1 FINISH °ro' TYPE x DRYWALL WOOD SHEATHING WEATHER RESISTIVE WRB LAYER h, S' }' THICK, 3 COAT CEMENT _, U1RB LAYER "1, FORTIFIBER }' THICK, 3 COAT CEMENT (2) 242 HEADER W(TEXTURED 1 PAINTED STUCCO WRAP PLASTER '.. BUILDING PAPER PLASTER FINISH WEATHER RESISTIVE —WOOD 6HEATHMG 1 }' THICC, s COAT CEMENT BARRIER 4'5 ', METAL LATH VINYL CORNER BEAD 4' POSITIVE DRAM PLASTER EFP61TbGI HDDIN METAL LATH FLASNIDHERING t w9me wiwi__n VINYL C01WMPQ BEAD ✓�� THICK, 3 GOAT CEMENT VMYL CASING BEADyp G4P M FIELD WRB LAYER -2, FORTIFIBER � (EXPLODED EW FOR PLASTER VINYL CASING BEAD NO GAP M FIELD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BUILDING PAPER II CLARITY) 11D DRIP EDGE O SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 14A CORNER BEAD ® FRAME DRIP CAP . \ `. INSTALLATION WINDOW FLANGE LLfi2B L R h, WOOD GONSTRUGITON STUCGQ jl{ WRAP 2�T , WEATHER RESISTIVE --�f- CORNER BEAD WRB LAYER 7, FORTIFIElER`' stmEm ae LOT ABBOTT PARK LOT# 14 BLK. 11 PROJECT* 04181.000-14111 MODEL' 3EAB "1504-AUEX" GARAGE 9WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH AV. C WEATHER RESISTIVE (FASTENER t SPACING ® -I' O.C.) BUILDING PAPER ARCK BARRIER 4': _.•- METAL LATH i VINYL CASING BEAD }• THICK 3 COAT CEMENT (`I PLASTER }' THICK 3 COAT CEMENT 5/8' TYPE 'x• DRYWALL METAL LATH PLASTER W/TEXTURED 1 PAINTED FINISH WOOD SHEATHING' F-ADHERING } THICK 3 COAT DEMENT HEADERAWAM GMU FLLASHIASHING v PLASTER I/2' THICK, 2 GOAT CEMENT ! A vHNYL coRNER BEao vINYL CORP. a PLASTER APPLIED DRIP GAP AR POSITIVE DRAIN nFEP &Gwx. DIRECTLY TO MASONRY YINYL CARING BEAD NO GAP IN FIELD WINDOW FLANGE RA,I 05/25/21 (SHOWN FOR CLARIFICATION OF A=. 1/4"=1•-0•• SEPARATE ACCESSORIES ONLY) 14- B CORNER BEAD ® BLOCK 15 B CASING BEAD C) WINDOW EIiIEET 11 RIP EDGE INSTALLATION (FRAME, NO BAND) TAT A 3 WOOD SHEATHING METAL LATH J' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING—, FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER 01, STUCCO WRAP SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER V GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER . 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RONALD REAGAN SLVD. LONGWOOD, FL 32750 PH: 407.774G078 FAX 407-774-4078 www.abdesigngroup.com ` AA #: 0003325 BVE & LoT ABBOTT PARK LOT# 14 BLK. 11 PROJECT* 04181.000-14111 MODEr� 3EAB 1504— AL=' GARAGE SUING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH E C CARES aE TAMN IN KEEPING TE VEMPROPERLY 4', rAM 1IY S-AN IN M GALVANIZED ALIGNED.VEM PIPE 19 8ENED IF UTLIZED. NNL IN PLACE USING 14W NAILS AT EACH CORNER. ROOFING CEMENT SHOULD BEAPPLIEDTONSHINGLEEDGER NEARTlff CUT TTiE GOOSENECK VENT OPENING IN TIE ROOF OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS RECOMMENDED V.EATIERCOPSTAL SHEATFNG. BRE TIE OPEWE ZONEVERE N ACCORDANVET& FANS 81ZF THE VENT OPENING IN ACCORDANCE NATI OPENING VUSEDENT VENT FAN MANUFACNRE'3 %PING CONNECTON INSTRUC110N3. W NOT CAST INTO TRlSSE9 CR RAPIERS VMEN CUfTNG THE OPENNOIN TIE ROOF. �� REM INTERFERING SRMNGLE NAKS NN%MDTE OF TiETENT LAys FLATTD THE THAT TIENNLING MANGE OF TIE VENT LAYR FLAT TOTS ROOF SIFiATBNG. SLIDE 1 HE TOP AM SIpE FLANGES OF THE VENTUP AND UNDER PR.ALLOW THEROTTdA VET& FLAFMES TO UY OJ S GUE TE TOP OF TIE SMNOES. -IF_ F� o� ROOF HOOD VENT DETAIL erD aim aim tMA L Rl FOLD N AT INSTALL S' SELF-ADHE NAILNS PL JA S6 EXTEND FL 1' DELCW 6 KAXMLE F Do NOT ee PN STEP 7 ALIGN PLASWCt IW INT. EDGE OF NLL MO. MEGWeCALLY FASTEN PAN/iD 10SISS. (CAP NAILS, STAPLES) INSTALL DUPGNT PL X~ AS TH PLASHIM AT THE POW M011SMMMP DOW(. TAPE 01*00NAI- CUT 4 ACROSS MEAD CP WINDOW Ni PLUMBING VENT DETAILS INSTALL 6' AIDE ADIESIVE - SAO®D KJD M B FLAMING MATERAL OVER DRIP CAP Jow (PROTSCTO-ERAP ST-040d a EQIN) L"� STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 9 MEMBRANE PLASNNDI OVER JOINT UNDERLAYMENT . II ASPHALT ROOFING CEMENT iJD PARTNERS NTMN a' OF CENTENINE S I N LE IN ENDOF RHINOLE TEND END SMNO.E AT LEAST 12' REYOIM VALLEYMNTERUNE • 0.1PPEDOFF CORNER AT AS DEGREES "SHINGLES TRIMAED r B FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE, N APPLY 061 MAI (0 So, A,)SEALANT . FLWD APMRID FLASNIM (LANCO SMITE -SEAL PIC-SS OR RCLALA SLOPE GILL To Ex um L IT 16 THE CONTACTORS PMGPONSIERLTY TO VERIFY THE COMPATIMn7 OF ALL PRODUCT& NCLLIDN6 MglIEYAAr. SEALANTS . OW-AD1✓mENb PLA614NO MATERIALS USED DURNG COIMTIE,IGTIQI 2. NSTALL ALL MATERIALS PER MANIPACftfN M MITTEN SPECFICATIONS WAINNING. SEALANT& MAY REACT ADVERSELY F NOT COMPATIVILL... EM AND IDEAL JAMS TO SILL JOINTS WITH DOW INA FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORD REPAIR 8G1-IET1E &HOWN SHALL BE IMPLEMENTED AT ALL WNDOWS WITH EVIDENCE OF WATER INIMSION BELOW THE WINDOW OPENING AL INTERIOR PERIMETER OF WINDOW WITH SEALANT L IT 16 THIS CONTACTORS PMOR 6MILTY TO VERIFY TR COI'IPATIINLMY CP ALL PRODUCTS NCLIIDNG SEALANTS 4 6ELP-AC) EM 6 PLAIII MATERAL6 USED GWENG C"TRICTICN 2. RASNN6 AT EXTENSOR VANCI LO AND DOOR OPSIRMS, SMALL SE INSTALLED N ACCOI®ANCE WTM MANFACTURER'S INSTALLATION NSTRICTION6 AND APPROVED METHOD U OF PSC R'TOSA LI IN ACCORDANCO WETM PENEGTRATICN MANPACTLRR'S 16TALLATN9( AND FLASHING INSTRUCTIONS. III ggft L 6EALMITB MAY REACT ADVERSELY P NOT COI'1PATISLl. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407.774E078 FAX: 407-7744078 www.abde"Igngroup.com AA #: 0003325 h fibg• p ESS SUBDIV S. LOT: ABBOTT PARK LOT# 14 BLK. 11 PROJECT# 04181.000-14111 MoaMIA 3EAB "1504— ALLEX" GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH M. C D I 05/25/21 SCALE: I/4"=1'-0" s dd A5 2x6 SUB-BANb W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA uIR4P DRIP EDGE �\ 1` 1/8' TEXTURED / FINISH a WOOD 1 �� 2X6 $US BAND-- 1/2' TEXTURED FINISH is CMU METAL FASCIA WRAP 4' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL ti (FRAME OR CMU) \� �tl 1/8, TEXTURED PMISN • UIDOD, I/2, TEXTURED FINISH • CMU T1 METAL LATH WOOD SHEATHING OR Cm WRS LAYER "I, STUCCO UJRAP(FRAME ONLY) WRB LAYER 02, POWNFIBER BUx PAPER �E ONLY) �\ NOTE: NOTCH FOR 2X& `\ SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY \ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL NOT INTO STUCCO) ROOPING CEMENT DRIP EDGE METAL KICK OUT \� 1 ;1/8' TEXTURED FINISH 0 / WOOD, 1/2' TEXTURED FINISH * CMU 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ®E L E VA T f ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL SUB BAND DETAIL ® WALL .3• kME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WM'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY x x x x_:, x x x x x x x x x x �4• x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU PRE-ENG'D TRUSS TO BE CUT x x x x x x x x x x x x x WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x FELT PAPER W/TEXTURED FINISH x x x x x x x x x x ... 2'x4'x4'-O' x x x x x x x x x x DRIP EDGE SCABBED TO TRUSS x x x x x x x x (REFERENCE POINT W/12d NAILS V -8' x x x x x ONLY FOR Wq L OFF O.G. MAX. x SET OF COMPONENTS) 2x SUB -BAND W/%'x4' " NOTCH ® END = ", METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND METAL FASCIA WRAP WA�'x4' NOTCH L AN END, WRAPPED IN PEEL 4 STICK ®fp DRIP EDGE EXTERIOR WALL ROOF CEMENT (FRAME OR CMU) ROOF EDGE FOR SUB BAND DETAIL Ca? WALL CCL�ARTD W/KICK—OUT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,S078 FAX: 407-774.4078 www.abdesigngroup.com AA #:0003325 h 1111 o 9 9V8DIV. at IAT ABBOTT PARK LOT# 14 BLK. 11 PROJECT# 04181.000-14111 MODELa 3EAB "1504- ALLEX" GARAGE FIXING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH . C 3 [ PM TES:: 05/26/21 mcAm 1/4"=l'-0" ® WAS FOUNDATION NOTES SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 8" - ( s (-)0'4" TE-2 12, SEE PLAN 10" FM-1208 12, CONTINUOUS 1B" FMC-12x18 17, CONTINUOUS 18" - (2) #5's VARIES Ft-24x24 24" 24" 17' (2)#5's (2)#51s (-)0'4" 10 TOP OF — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FM-12X18 -I — — — — — — — — FMC•12X18 - SLAB I 2 11 4" CONC. SLAB I I SIN. V I *771/2" n I 49'4" I 20'-W I 4 T m m o I zo N al i 1A 1.1 1.1 I SLOPE 2" I a FM-12X18 1 1 4" PVC CHASE_ •� I 2'-8" 14'-2" m _ N z I SLOPE I ]*5 1l2" 1.1 I 11 PER FT. ' w w �— TOP OF FM C-12X18 'A - v I SLAB 4" CONC. to — — — — — — TE-2 SLAB 4 IX 44'-10" 12'-10" Y M V � O 4 -31/2" a I� FM-12X18 v � .- �0'-0" TT OP OF ----- Y SLAB 3 1/2" EXTEND :1!�? ( SLOPE 1/8" ( PE- RJSLAB Y 11/2" --------'FM-18 L ---------- F M-12 X 18 ------------- — — — — — ' fM-12X18 4'.8" 14'4" FOUNDATION PLAN SCALE: 1/4 = V-0" 18'4" 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 112" 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 SPECIFICATK)NS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.DINDICATES #5 BAR, DINDICATES #6 BAR,I•NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS.. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 18. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WHIM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION i N. RONALD REAGAN St LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 Y O SLTBDIV d# Lom ABBOTT PARK LOT# 14 BLK. 11 PROJECT 04181.000-14111 MODEIA 3EAB "1504-ALLEX" GARAGE SUING: RIGHT PAGE: FOUNDATION PLAN %160 H FA. C DpmqT 'I A E:- 05/25/21 SCALE: 1/4"=1'-0" SHEET s1 MIN. EACH WAY MONOLITHIC FOOTING t STEEL REINFORCING IN GROUTED ? STEEL REINFORCING IN GROUTED . — - CELL SEE PLAN FOR SIZE AND d CELL SEE PLAN FOR SIZE AND ° � i d ^ S SPACING REQUIREMENTS S SPACING REQUIREMENTS v>° •r am : Y_ GARAGE DOOR � I ° RECESS �¢ <�°o. ? FM 6 8"CMU WALL ,§, W CMU WALL .° I > CORNER BARS, SAME SIZE AS LARGER BAR w IN FOUNDATION WITH 30" LEG EACH m ' a -a' WAY AT ALL CHANGES IN DIRECTIONS 9" TOP OF SLAB TOP OF SLAB SO THAT THE STEEL REINF. IS CONTINUOUS I MATCH AMOUNT OF CONTINUOUS BARS °I • CURB FOR • EXT. PORCH SLAB gAND SEE SLAB SCHEDULE• BAR SIZE 48 BAR DIA. CHAMFER (1STORY) #3 18" - EXL PORCH SLAB - VARIES SEE SLAB SCHEDULETOP OF GARAGE 4"CHAMFER(1STORY)a-pCHAMFER I.I� Ig al v CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET /:p. AT ELEV: W/ISOLATION (2-STORY)JOINT(WHERE #4 24" W/1/TISOLATION 6•CHAMFER(2-STORY) .eAPPLICABLE)EE SCHEDULE 30" NMD, BAR SIZE JOINT(WHERE Tea#5 APPLICABLE) 4. SEE SCHEDULEWHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING BAR QUANTITY #6 36„ FOR WxO, BAR SIZE AND BAR QUANTIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST #7 47' ' NUMBER OF BARS (1.. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE 3l4"=1'-a' r� 2 @GARAGE SCALE:3/4"=1'-0 �3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: (1) #5 REBAR VERTICALLY W/ CONC. z J POURED CELL LAP TOP PLATE A MIN. OF 48" c 8"CMU NAIL W/ i6d COMMON VERIFY ¢ "HT NAILS, 2-ROWS, ROWS,, 4" O/C STM. LAP TO OCCUR OVER STUD OF WALL WGPLAN °d 04 REBAR 024" O.C. 0 CENTER OF SLAB BEARING PROVIDE BLOCKING z z¢ WA FOOD L W S B' ' 5' u I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ QQ NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/7k9•' WEDGE ANCHOR W/ 2" SECURED W/ 2- PART TO BE PT. PROVIDE DEL. TOP PLATE WASHER SET IN HIGH STRENGTH EPDXY. MIN. EMBED EPDXY 5-1/7' EMBED. MIN. 016.00 7CAPPED w UNO SIMPSON SPH4 OR SPH6 MAX. •-. 4• 4" C I� •, § 4" CONC., REINF. W/ GALVANIZED PIPE W/FL.ANGE 0 BASE FOLLOW ALL MANF, SPECIFICATIONS FOR BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/7' _!� M . .8 - #10WWM ON USE AND I PREPARATION OF COMMON NAILS FILL ALL HOLES, DO NOT USE tOtl h a 6-MIL POLY ETHYLENE VAPOR BARRIER ON G 4, 4, HOLE. — x 3" SEE SLAB SCHEDULE WELL -COMPACTED • IJ i CLEAN FILL TERMITE SECURE FLANGE TO +- a-0" TREATMENT SHALL BE SLAB W/(4)1/4" X 21/4" m, O TOP OF SLAB _ •, SBORA-CARE TAPCONS � • • I a4 (2) CONT. #4 REBAR 4"CHAMFER (1STORY) • 4"AN..AR...TY r 6' CHAMFER (2STORY) (2) #5 REBAR ON CHAIRS 17'MIN. DEPTH INTO ¢ 2,000 PSF VIRGIN SOIL OR 95% COMPACTED SOIL EQ.LE SIZE VIRGIN OR ENGINEERED SOIL p mU, SLAB HEIGHT LESS THAN 3'-6'• PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP MONOLITHIC FOUNDATION 7 SCALE:34"=1'-0" BOLLARD 6 (W/UPLIFT) FOOTING W/ BLOCK WALL C 5 SQALE:3/4"=,'-D•• 1 A SCALE: 3/4"=1'-0" SCALE: 3l4"=1'-0" LAP TOP PLATE A MIN, OF 46' ----� AND NAIL W/ COMMON VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" NAILS, 2-ROWS, 4'O/C BTM. OF WALL W/ PLAN AND NAIL W/ 16d COMMON LAP TO OCCUR OVER STUD NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD VERIFY HEIGHT OF WALL W/ PLAN STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING SPACING R QUIREMEN SANO 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 z BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO PLANS FOR SPACING, SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB Wl Od MASONRY PROVIDE DBL. TOP PLATE SLAS W/10tl MASONRY NAIL NAIL 16" O/C STAGGERED. ADDITIONAL METAL 16" 0/C STAGGERED, ADDITIONAL META a CONNECTORS NOT CONNECTORS NOT O REQUIRED WHEN NO UPLIFT IS PRESENT. REQUIRED WHEN NO UPLIFT IS PRESENT. § 6' CMU WALL LINTEL CONT. (TYP.) a SEE SLAB SCHEDULE z w a- ' 6' CMU FILLED CELL (TYPT • _ 6 TOP OF SLAB > SEE SLAB SCHEDULE +- 0' a' I• IPOURED 2X WALL FRAMING TOP OF SLAB 0'- . • SEE SLAB SCHEDULE 1/2" DIA SIMPSON STB2 BOLTS 5" TOP OF SI.P.B'4 • • MINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16'O.C. VERTICALV MAX POURED MONOLITHICALLY WITH 74tTITY FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE ORVWDSAR BAR SIZE FOR NMD, BAR SIZE LE AND BARQUANTITY / AND BAR QUANTITY SIZETY 1 `v INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO $ 9 SCALE: 34"='� (NO UPLIFT) 10)FOOTING AND COL. PAD 11 BLOCK WALL CONNECTION scALE:3/4"=ra' (NO UPLIFT) .3a-1 a Il N. RONALD REAGAN BI LONGWOOD,FL32760 PH: 407.774-6078 FAX: 407-774.4078 www.abdesigngroup.co AA #: 0003325 lgm Y g SVSDIV. iB TAT ABBOTT PARK LOT# 14 BLK. 11 PROJECT* 04181.000-14111 MODEI4 3EAB "1504- ALLEX" GARAGE 81IING: RIGHT PAGE: DETAILS 16VVPH A C STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND MIN. 10" TREAD VW- • NOSE _ SPACING REQUIREMENTS q4 RESAR (TYP.) a 8" CMU WALL i s PAVERS o'-0"., � $ 2 8" CMU WALL moo' -a' -fop `r _ OF d E pF SLAB • TOP SLAB SEE SLAB SCHEDULE 1/7' RADIUS OR SEE SLAB SCHEDULE CHAMFERa ° a •^^•• � 4 •.� TOP OF SLAB �F • 4 SEE SCHEDULE ° � FOR VJ D, BAR SIZE AND BAR QUANTITY <w ° • ° < a. • � h m SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR MD, BAR SIZE AND BAR QUANTTY FOR V&D, BAR SIZE AND BAR QUANTITY TRENCH FOOTING %,1EXTERIYOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTEROOR FOUNDATION CMU WALL 3 4 LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING STEEL REINFORCING IN GROUTED WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 5 CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS BTM. PLATE TO BE PT, SECURE ST. PLATE TO SLAB W/ PROVIDE DEL. TOP PLATE 1/7'x5' WEDGE ANCHOR W/ 7' ° WASHER SET IN HIGH STRENGTH EPDXY S12" EMBED. MIN. 16' SIMPSON SPH4 OR SPH6 OC MAX. BTM AND TOP PLATE i 8" CMU WALL i ANCHORS W/ 10d x 1 11Z' +_ a +- a -a' COMMON NAILS FILL ALL HOLES, DO NOT USE 10d TOP OF SLAB -0' TOP OF SLAB x 3" SEE SLAB SCHEDULE +- 0'-0" TOP OF SLAB a ^ EXT. PORCH SLAB WI 1T ISOLATION SEE SLAB SCHEDULE 4"CHAMFER (1STORY) 6" CHAMFER (2STORY) BAR SIZE 48 BAD DIA. h a • .° e JOINT(WHERE • #4 4" ° APPLICABLE) i MATCH STEEL HB 0" a ° '• • SEE SCHEDULE THRU FOOTING 'PVC CHASEH REINFORCEMENT PER SCHEDULE '6 J42' 6" PVC CHASE THRU FOOTING FOR MD, BAR SIZE MATCH STEEL AND BAR QUANTITY REINFORCEMENT SEE SCHEDULE FOR V*Q, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE INTERIOR FOUNDATION WALL THRU FOOTING �WOOD 5 SCALE:3/4"=1'-0 (yyI UPLIFT G V SCALE:3/4"=1'-a' 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407.7744078 www.abdosigngroup.com L AA M 0003326 r 8VHDIV. Z LOT ABBOTT PARK LOT# 14 BLK. 11 PROJECT* 04181.000-14111 UODEXA 3EAB "1504- ALLEX" GARAGE SWING: RIGHT PAGE: DETAILS 160 PH ER. Cl 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA #: 000332B 62'-8" 55'-0" 44'-4" 39'4" 32'-8" 28'-0" 24'�4" 12'�" Y '7 1O Y -v e 4 N Y M LA ILA ILA IL-1 12'-0" 18'•8" le 33'-4" 37'-W' 43'•4" DOWEL PLAN SCALE: 1/4 - P-0" � g 9VHDIV. de LOT: ABBOTT PARK LOT# 14 BLK. 11 PROJffiCT# 04181.000-14111 1[ODEL: 3EAB "1504-ALLEX" GARAGE sMrtO: RIGHT pecaa: DOWEL PLAN 160 MPH C DwH1 : 05/25/21 >aHEET s1.2 TIE VERTICAL RESAR TO HORIZONTAL A REBAR W/ 10" HOOK Y 3 GROUTED BOND BEAM L a ♦ I trq. 1. CLEAN OUT REQUIRED FOR INSPECTION 0'-0' FIN. FLR. -•- TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK —` BAR SIZE 48 BAR DIA. #3 18" F o #4 24" #6 30" >� 36, HORIZONTALNERTICAL REINFORCING SCALE: 314"=l'-0" OFFSET METHOD CONTINUOUS I BAR�SIZE 48 BAR DIA. METHOD 04 24" HORIZONTALIVERTICAL #6 30" ,, REINFORCING 361 #7 z. G SCALE: 3/4"=1'-0" #5 BARS D s^ X--X' E'l- CMU UNIT DIMENSIONS � ARE NOMINAL SIZES •/%,� MASONRY SYMBOLS STEEL REINFORCING IN GROUTED i CELL SEE PLAN FOR SIZE AND a a SPACING REQUIREMENTS U �d w 8' CMU WALL �. TOP OF SLAB q TOP Ora EXT. PORCH SLAB SEE SLAB SCHEDULE 4"CHAMFER (LSTORV) BAR SIZE 48 BAR DIA �' ° q W/ 112 IS • 6" CHAMFER (2-STORY) 18' JOINIT(WHERE APPLICABLE) i MATCH STEEL #4 #6 24" 30' .4 e 6" PVC CHASE THRU FOOTING iv REINFORCEMENT PER SCHEDULE #7 42" 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR MO, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 314"=l'•O" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH:.407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 qq � � ixxp O Q 6 a Will MMO SUDDIV. ee LOT ABBOTT PARK LOT# 14 BLK. 11 PROJECT* 04181.000-14111 MODELc 3EAB "1504- ALLEX" GARAGE BVrDCG: RIGHT PAGE: DETAILS 160 H Elf. 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" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. S. 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER a 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 0'4", 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. = THROUGHOU MARK DESCRIPTION (�i) �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1) WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES LIFT BEAM PLAN SCALE: 1 /4" - V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 r 3 c 14 aunDIv. ae LOT: ABBOTT PARK LOT# 14 BLK. 11 PROJMCT* 04181.000-14111 MODET- 3EAB "1504- ALLEX" GARAGE 81RNG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH A. C #5 CORNER BAR WJ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1W HOOK 3o"xPlcaL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-O' NOTES TO THE INSPECTOR/CONTRACTOR TYR 6X6" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGc, �t PLACE STEEL HEIGHT. pF V REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH #5 BAR CONTINUOUS MOUND �ap'1Y 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 6k06" b p� 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1 / TOP OF THE LINTEL. / a ��. p 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16•' DEEP. *-- / p0`' (E� 806 DBL BOND TOP OF 2 9 P BEAM W/ (1)#5 BAR BOND BEAM EACH COURSE • Bx6 BOND BEAM TOP OF • p F=FILLED W/ GROUT W/(1)05 BAR .y_ SONDBEAM I �\pt�° U =UNFILLED GROUT SOLID FROM OP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH /� # OF #R5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 n V'��pEp 16-1T/1 M/ B 8x8 PRE -CAST CONCRETE pE� NOMINAL—�� LINTEL W/(1)#ISBAR (L2) HEIGHT #OF#SS,TOP LENGTHOFBM=WDTHOF MASONRY IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OPENING-7 OR n BEAM DESIGNATION THAT XFXX-iTNMDB INDICATES ADOUBLE BOND BEAM #OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE 2 AND XFXX-iT/0M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Lt) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XU%X -1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX - iTI M. INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN DRIVE WINDOW SHANK SIZE.145 MIN HEAD SINGLE BOND BEAM SIZE .300 MIN EMBEDMENT 1 AT LOWER ELEVATION 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1.1/4" #5 BAR BENT AS SHOWN PRE -CAST -'a 114" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON WINDOW C OR DRIVE PIN (MIN SHANK SILL SIZE.145 MIN HEAD SIZE .300 'v SLOPE MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18' a K� O.C. MAX. MIN 1-1/4•' EMBEDMENT 16 OPEN FACE SHELL SO APCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BM TO BE PLACED IN SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING UPPER AND LOWER #5 MIN, REQUIRED IN 1/4") 8" FROM EACH END ANO SECURE TO SHEATHING W/ BOND BEAM EACH CELL HOOKED IN ,8" O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA. END TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK TYPICAL MASONRY WINDOW 7/19'OSB SHEATHING SILL CONSTRUCTION CMU WAIL CORNER BARS AT CORNER STEP ARCHWAY FRAMING DETAIL 9 SCALE: 3l4"=1'-0' 5 scALE: 3/c•=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL > I SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. SEAM II I II / G8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. SARIS), PROVIDE # 5 BAR AT EACH SIDE SEE PLAN. I I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN //ifUJl/ ELEVATION OF BOND BEAM 7 SCALE: SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=1'-0" d N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.wm AA #: 0003326 Y iS Q IMI q BLMDM de LOT: ABBOTT PARK LOT# 14 BLK. 11 P'*"'T* 04181.000-14111 MODELa 3EAB "1504- ALLEX" GARAGE SWING: RIGHT PAGE: DETAILS 160APH EXPkC "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BUS e11e-0B 9/16.lTMO MIT=1T 1T/OB -1T= TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH eue-1r e+1e-1T arm lr ena-1r fine-1r 5rri22.1r 6/8-1B 16-1Tn 1Tn 1T/1 1T/18 -lT/I &%-U e116.21' e120-2T NA-2T 6/28-2T 8132-2r 3' 8' PRECAST 1436 862 3114 4217 5321 6426 7531 3' 8" PRECAST 689 1024 3' 6' PRECAST 1569 3524 4394 5203 6132 7001 24e5 9113 6385 7708 9031 10000 7560 3524 4394 5283 8132 7001 4'-0" PRECAST 1006 700 23M 3125 3945 4785 6587 4'-0' PRECAST 514 763 4'4r PRECAST 1363 3080 3815 4570 6325 e079 1961 6113 7192 6524 7627 $751 1363 3060 3815 4570 6325 8079 4'$" PRECAST 819 533 1770 240D 3033 36M 43DO 4'-W PRECAST 398 591 4'4r PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 8752 M41 7555 12D7 2707 3376 4043 4711 5379 5-4- PRECAST 931 1247 1999 2550 3123 36M 4249 5' 4' PRECAST 411 411 5' 4" PRECAST 1018 1806 2374 29" 3613 4084 1319 4450 7196 7342 5m 6259 1016 2276 2838 3399 3961 40s4 5'-10' PRECAST 817 1024 1631 209D 2549 3008 3470 5-10' PRECAST 340 339 5'-10' PRECAST 909 1499 1971 2443 2015 3387 1161 3093 5877 Gave ewe 5>m on 2080 2593 3107 362D 4133 6' 6" PRECAST 692 1139 3227 3031 3707 4383 Wet 6' 8 PRECAST 410 721 8'$' PRECAST 835 1201 1578 1955 2332 2709 1139 3227 45M 7054 10D00 8825 835 lase 232D 279D 3251 3712 T-6' PRECAST 570 938 2496 2205 2eN 3191 3885 T-0' PRECAST 303 534 T$" PRECAST 716 ow list 1462 1743 2025 93e 2496 3408 4864 7067 6472 727 1624 2025 2420 2827 3228 914' PRECAST 428 833 1693 22% 2481 2818 2821 9'4' PRECAST 192 364 9' 4' PRECAST 454 506 707 90 1129 1310 899 1874 2296 3081 4098 4899 572 1318 1843 1989 2184 2619 10' 6' PRECAST 386 487 1247 1787 1904 2163 2028 10' 6" PRECAST 151 301 10'$' PRECAST 356 468 612 755 899 1042 650 1407 1897 2781 3222 3794 5D4 1180 1472 1763 1710 1969 11'�' PRECAST 330 544 1312 1742 2252 2968 9890 11' 4" PRECAST 132 417 11'�I' PRECAST 430 406 530 653 777 872 544 1312 1742 2262 2868 3552 488 1042 1372 1843 1470 1710 12-0' PRECAST 308 507 1210 1596 2048 25M 3191 12-0' PRECAST 111 370 12-0" PRECAST 383 300 470 587 698 783 607 1210 1696 2048 2688 3171 440 940 1300 1680 1314 1478 13-4" PRECAST 270 433 1045 1365 1732 2157 2535 13' 4" PRECAST 82 298 13'3F' PRECAST 308 303 393 484 575 645 414 1045 1305 1732 2316 2g05 396 780 1057 1312 1071 1203 14'-0' PRECAST 254 388 978 1772 18D9 1988 2279 14'-0' PRECAST 71 293 14'-0' PRECAST 279 278 300 443 526 609 390 978 1272 IBM 19M 23� 378 1 717 961 1192 975 1133 14'$" PRESTRESSED N.R. NR NR NR NR NR NR 14' 8" PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 we on746 figs ,� 1079 1420 i824 2271 2712 246 883 980 1237 1474 1715 1514' PRESTRESSED N.R. NR NR NR NR NR NR 1164' PRESTRESSED N.R. 252 15'-" PRESTRESSED 224 387 464 674 N4 412 1014 1340 1703 2118 2513 230 616 900 1134 1353 1672 1T4' PRESTRESSED N.R. NR NR NR NR NR NR 1T-4' PRESTRESSED N.R. 183 1T 4" PRESTRESSED 187 326 305 451 $87 680 300 ON 1121 1413 1739 2047 192 506 720 501 1135 1312 19%4" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 Zee 348 430 613 595 235 736 950 1200 1487 1710 166 429 823 s03 950 Im 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21,,4" PRESTRESSED N.R. 125 21'-4' PRESTRESSED 142 219 308 361 454 527 160 598 833 1038 lies 1468 142 373 537 690 81e 943 22'-0' PRESTRESSED N.R. NR NR NR NR NR NR 22' 0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 165 550 784 992 1203 1381 137 358 513 859 779 900 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-W PRESTRESSED 124 174 24S 302 380 418 tee 450 sea B24 1014 1147 124 1 319 455 set BB7 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroupcom L AA S: 0003325 o BITSDIV &LOT: ABBOTT PARK LOT# 14 BLK. it PROJECT# 04181.000-14111 MODEL: 3EAB "1504- ALLEX" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXE. C PRINT 05/25/21 DATE• 8CALE: 1/4"=1'—O" mHEET LS 2. 2 A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2X6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN, MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 114 = V-0" d N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 Im 64 r64 Y BVHDIN. & LoT ABBOTT PARK LOT# 14 BLK. 11 PROJECT# 04181.000-14111 MODEIA 3EAB "1504- ALLEX" GARAGE 8WING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE ® 24" O/C, SUBMIT SHOP "ROOFNVALLIFLOOR DRAWINGS FOR REVIEW SHEATHING A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE' # 1100 UPLIFT SIMPSON PLYWOOD SHEATHING, SEE (9)1IM x 1 O" NAILS TO TRUSS "ROOF/WALL/FLOOR HTSM20 W/10 10dTO •(2) SIMPSON HETAt6 TRUSS ANCHOR WITH TRUSS ANCHOR WITH TRUSS ANC OR WITH NOTE: APT SYP #2 2" x 4, "x TRUSS AND (4)1/4" x 2 1/4" SHEATHING (12)16d x 1 �' NAILS TO TRUSS (9)10d x 1 �' NAILS TO 6", 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DSL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER, PROVIDES' W/ 10d NAILS, 2 ROWS, 3' CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE # 1900 UPLIFT (2) SIMPSON -(l) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 7' x 4", EMBEDMENT. USED IN CONJUNCTION WITH ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 10d x 3 J' NAILS TO GIRDER AND 6". S" x V-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF (2) SIMPSON HETA16 TRUSS ANCHORS Wl 10d NAILS, 2 ROWS, W CONNECTOR BLOCK WALL W/10 10d TO WITH (12)15d x 3 }^ NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4)114" x 21/4" ADDITIONAL PLY MAX. TO A{i) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS WITH (4) J' x 5" TITEN HD TO CMU AND (12) SIDS CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. J" x 2 J' TO GIRDER 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA (2) J' x 5" TITEN HD TO CMU AND (10) SDS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 1T O/C FOR REVIEW 2x SECURED W/ (3)18tl C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) �" x 5'TITEN HD TO CMU AND (18) SOS }" x 3" lx2 SECURED Wl 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17 O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN, A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 7' COVER 8 7' APART B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 L.BS(2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c TYPICAL ROOF GIRDER CONNECTOR(S) ` 2a 2b 2c B 4 a GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 214 BLOCKING BETWEEN BRACE W/ (3)12d a EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING 01-W TO 30'-0" (1)'X' BRACE SEAMS) 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE e'o• MAx (MN1Xa) (1 )'7(" BRACE CENTER TO BLK W/ 1/7 DIA. OR Tao" MAX (W/2X4) (2)'7C' BRACE DIVIDED EQUALLY ANCHOR BOLT WI T FROM CENTER TO END. WASHER SET IN HIGH ® 2x WOOD FASCIA, STRENGTH EPDXY 6" IX4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 37OC BTM.CHORD MAX. BRACING, SEE PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PLAN FOR LOCATION P.T. PLATE W/ 12d's 8" � MAY NOT BE O.C. MAX STIFFBACK (AS PER H h REQUIRED TRUSS ENG) CONT. 2x4 SECURED Wl (2) 10d's a EACH TRUSS BTM. CHORD OF TO BE INSTALLED Q WOOD ROOF TRUSSES 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. lx4 BTM. CHORD BRACING U-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. �+ p �L �+ CHORD BRACING 6 — BLOCK WALL W/ GABLE END SCALE:3/4"=l'-0' 7 PRE-ENG'D TRUSS SCALE: 3/4"=1'-0' THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1/4'D y� HOLE EDGE>5/8" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING <215•0 SGL. STUD OUTER 113 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES HOLE EDGE >5/6' 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, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE " SUBJECT TO Fl AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5'D DBL, STUD ALTERNATE MATERIALS STUB NOTCHING 11 AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0" SCALE: 3/4'=1'•0" 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 sVSDM ae L.OT: ABBOTT PARK LOT# 14 BLK. 11 PROJECT 04 81.00t-14111 MODEU 3EAB "1504— ALLEX" GARAGE SiRNG: RIGHT PAGE: DETAILS 160 MPH EXP. C PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD 6EE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING, SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE{NG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA. ANCHOR BOLT Wl Z' A- SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U <990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE wl (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 < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12tl'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• •0 • SIMPSON SPH4 OR SPH6 BTM 1/Z' GYP. WL. BD. AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10d'9 ® EACH FILL ALL HOLES, DO NOT USE 10tl 3' 12'k9" WEDGE ANCHOR WI Z" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED (M10'-0" O.C. MAX. x EPDXY 5-12" EMBED. MIN. Q 16' 1 0a 10b 1 0c OC MAX. SCALE: 3f4"=T-9' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALLTRILISS 8 MPM ,, SCALE: 3 4"=1'-0 e e A - 51MPSON MTS-12 U < 990 LBS W/ (14) 1Od GALV. NAILS. S B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 2 1/2' BOB TO POST SS CONNECTION @ L.B.W.L.B.WCONNECTION @ L.B.W. POST TO SLAB CONNECnON `9 `9b SCALE: 3W'=l'-0" A88 -SIMPSON ABU44Z POST BASE <U:1,900 G5,66O W/ 5/6 DIA x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C . SIMPSON HT75 POST ON SLAB <U:4,565 W/ 5/6' AB. WITH MIN. T' EMBEDMENT TO SLAB 8 (26)16d x 2-12' NAILS TO POST, 1 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407.7748078 FAX 407-7744078 www.abdeslgngroup•com AA 9: 0003325 6 r EVBDM de XJOT: ABBOTT PARK LOT# 14 BLK. 11 PROJECT# 04181.000-14111 MODEU 3EAB "1504- ALLEX" GARAGE 8WIIJG: RIGHT PAGE: DETAILS %160 MPH EXP. C 10 s�L WPR0. ROOF VNND DESIGN PRESSURES NET (GROSS) ASCE 7-1 1 ZONE 1 = 52.70 PSF (62.70) ZONES = 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) ZONES, = 83.80 PSF (93.80) ZONE 2r = 69,80 PSF (79.80) "A"= 4'-O" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL - PRESSURE COEFFICIENT. +10.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19I37STRUCTURAL SHEATHING EXP 1 (402O), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 19/37' STRUCTURAL SHEATHING EXP 1 (402O).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS / IN 4' OF � W GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM 10d RING SHANK 212" 0.131 Ft 7 66 SCREW SHANK 170,000 RING RSRS-03 Sd RINGSHANK, 23/8" 0A13 SCREW SHANK CH)RIN PER INCH) PER RSRS-01 RSRS Sd RINGSHANK, PNEUMATIC 2318" 0.113 F1667 SCREW-NAZI-S RSRS-01 RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHINGt�slx a USE 12' COX OR 7/16' O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" a O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & j 3 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT m INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. U BUILDING LENGTH n ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHNG ATTACHEMENT SPACING ZONE 1: tOd NAILS 0 4" O.C. ON EDGE AND 6" O.C. IN FIELD NOTE: GABLES -DROP GABLE END & (1) ADD-L DROPPED 20NE 2e, 2n, 2r 10tl NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING ZONE 3,3e, 3r: 10d NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING 0 1S" O.C. FIRST 4 BAYS Wf (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ RI-.1 cad-1 INn .ccw BP M. ROOF SHEATHING THICKNESS WAS CALCULATED D ADHERES TO ASCE 7-16 WRINGSHANKGUNNNL80r C. TOP &BOTTOM EOCES 1Od RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING ^� , TYP. EXT. HEATHING ATTACHMENT FOR STRUCTUOAL ROOF SHEATHING #B 7' DECK SCREWS 0 6"-B" O.C. MAX 0 EDGES & 12' O.C. MAX INFIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING •� TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M MAXIMUM AGGREGATE SIZE SWILL BE 31P. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRNNEQ CONCRETE EXPOSED TO EARTH ORWFATIER NOWBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 311' ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION . ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. FN = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF POLINCYETHYLENERBARRI MEMBRANE PROVIDE 64#L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONGROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT MATH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS UPPED S AND SEALED E PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A SORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRALMNGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE 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 NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE4)OVVNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1084M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND T PREPARATION D SITE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED W TH 2' CHAIRS SPACED T-0- OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB-0ON-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL B ATM A815ABI5M GRADE 0IN CONCRETEF M BA E S G 4 DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448/A448M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. C GRADE 601N MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS, DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HO I HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND METAL LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVI VERTICAL BARS SHALL LAP B x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED FOR 20 psf TOP CHORD -non-concumnt TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 3(r" WOOD TRUSSES. 10 Psf BTM CHORD -non-ooncurrent #5 BAR - 30' #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36"x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM RESAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSIfASCE 7 88: 1990. 18 pM TOP CHORD p TOP CHORD (7 psf w/ ASPHALT SHINGLES) (1 s 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 5 f BTM CHORD 5 psF B BTM CHORD THICKENED SLAB, SEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH D DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Fsf NAND: DEAD LOAD SPEED MPH 8- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (NICE 020) EXPOSURE C, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE(FBC ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1NT UNINHABITABLE ATTIC NATO LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: HABITABLE ATTICS AND ATTICS SERVED WITH FILED STAIRS: BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE : 40p NTS: AND DECKS: 40p3i, GUARDS AND HANDRAILS: 200ps1, GUARD IN -FILL COMPONENTS: SOpsf, 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: 40pcf, SLEEPING ROOMS: 30paf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40 ef MASONRY' PLAN SHOVING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM VNTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WALL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUST AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Tm = 2000 PSI. BLOCK SHALL BE PLACED LASING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-18 COMPONENT AND CLADDING WAND LOAD PRESSURES. THEDELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. CONNECTIONS. RO OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL WI L GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM WRITING BY THE ARCHITECT. COURSE AGGREGATE AND SHALL BEE PLACED WI A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION ATI TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL. BEARING PRESSURE OF 2,000 p4, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL 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 EO TEC N C M T HALL ENGINEER'S TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND V RTICAL MORTAR E A JOINTS SHALL BE 3/B" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. G - H I AL REQUIRE EN 9 SBE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS RAVE BEEN MET SHALL STRUCTURAL .STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 38 Hal FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM ASWA500M, GRADE B, Fy = 46 low STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 21500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 W, TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB, ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS W TH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOTEXCEED S°N- PRIORTOTHE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETESHALL COMPLYWITH ALLTHE REQUIREMENTS OFACI 318 ANDASTMC941CA4MOR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO SE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MUNUM TIME ALLOWED FROM WHEN WATER 15 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 PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NDN 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 ANDIOR WEATHER, Ian' FOR #6AND SMALLER 7 FOR #6AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-T7 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPUGTON 812E ttPE 6PACINO REMA- APPLICATION 92E TYPE 6PACING REMARKS iY2 PT FUfB'tINGTO MASONR11 CONC CASE WIROENEpCdI NNLI LIT LONG. 9'bC OMAOf DOOR BUCK TO MA80NRYKbNC. 1/1'qA. NO WASHER TAPCON MASONRY FASTENER S.� 1?EMBED, 1-EFD d6T., II--E d6T. 9ODAl. E%T. DOORS p GIBE HARDENED OOIL 8'DC WINDOW/DOOR/FASTENED GARAGE DOOR BUCK 3/B'gA OR E%PANSION BOLT 16"OlG (MC dA) 1'EMBED., /'END q6T. x T.SEENOTEB NNL 11Yl'LONG. STADOERED INTO MASONRYICONC. TO MlSOYRYIWNC. WWA6M� 21'dCll?qN 3•EDOE- vB*toawBudc CASE HARDENEDcaL 3"dC wINDOwIODORIFAeTENED METAL eTRAP To CONTACT THIS ENGINEER FOR SPACING +.P ,6ff wTEs NAL1 vrLOND. srAOGERE. wT0MA6oNRYlmNo. M.mrarlcuNc. REQUIREMENTS IXi. 9wIN000OR RAPCON 11/Y ENBEO.CEIO. NON-BENtlNG HOOD rz" E%PPM9'ON 1'EMBED. 1"Eq 21 OK; BUCKh Pi.9EE NOTES tmq?/18'txA WpBHER iA3TNER IB'gC g3f..11?EDOE dBT. WALL TO DDNC.814B YM6NER BOLT qST.. b'EDOE pBi. a PT wn+ooweuac o.1Be•PAP.2rErm g6T,11r NOTES PEEL COL.. eEE WI WgSHER STAOOEPED EDOE DIETNOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SMALL 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 SMALL BE THE STRICTER REQUIREMENT OF THE NOW, OR THE SPACING DETAILED ABOVE 8. W NDOWAND DOOR BUCKS SHALL BE AS WADE OR WADER AS THE DOOR OR WANDOW FRAME EXCEPT FOR AN EXTERIOR SW NO DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-7744078 www.abdeslgngroup.com AA S: 0003325 -A U Y V a Sg � T� LILT �i ti aunDiv. as LOT: ABBOTT PARK LOT# 14 BLK. 11 IPROJECT* 04181.000-14111 1LODELa 3EAB "1504- ALLEX° GARAGE BVFMC;: RIGHT PAGE: DETAILS 160 MPH W. C 0I 2 rppmvrDAPS: 05/25/21 aCALE: 1/4"=1'-0" aItEET S NZ r I a © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX O STAPLES INSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS 1-1 Ic-i" MAX. 7O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEIMASONRY) FASCIA WOOD BOARD BY OTHERS 7t�STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED 12" O.C. MAX (INTO 7OWOOD) IN J-CHANNEL SLOT BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING /-TRUSS/JOI / BY OTHER EMB. WOOD BATTEN DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR- WOOD BATTEN 10 tOd NAIL AT EACH -STAPLES INSTALLED 7� TRUSS/JOIST/ RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR TAPPING SCREW, Q7 STAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24° J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS NELQ3 J" MAX.-0I 4 *- DETAIL D O STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT- 03 J-CHANNEL-/ TRUSS/FRAMING OVERHANG SAVE CONSTRUCTION SPAN 'L'-- v, Imo* —SPAN 'L-L m� SEE DETAIL'A'- - SOFFIT-" �� SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) - — OFFIT SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END O 11 1X2 WOOD BATTEN �2X2 WOOD BATTEN 10 — . O SOFFIT INSTALLATION SCREW, ® J-CHANNEL BATTEN ATTCHMENT ® �„ FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO Q WOOD) IN J-CHANNEL J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTEA ) BY OTHER 2-1/4„ INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL — O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAIL 407-774-4078 www.abdesigngroup.com AA #: 0003325 J i a ll SON .1.1. I m BVSDIV. Ac LOT: ABBOTT PARK LOT# 14 BLK. 11 PROJECT* 04181.000-14111 MODEL 3EAB "1504- ALLEX" GARAGE 9WINa: RIGHT PAGE: SOFFIT DETAILS %160APH EXP, C C ras a DATE: 05/25/21 SCALE: 1/4"=1'-0" SHEET SDI T--\V �, 11. -zz ��