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Home My WebLink About38363 Sonnet Landing Ave99 1504-3EAB-ALLEX99 HOMES gcp o 12602 TELECOM E>RIVE, TAMPA, FL 33637 T4&1= (813) 740-9720 Fax: (813) 740-9715 ' STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS ->?ISMA INS umm COM 11k AABOVE LAY. LAVATORY DATE DEBCRIMON =� ( 2m ) -Ay �, AM S= COM A/C I AIRCONDITIONINGITIONING AALTRNATE MUM. M.C. LUMINOUS TCABINET 05/t O CONSTRUCTION DOCUMBdTS ISSUED ARCHITECTURAL SHEET DESCRIPTION �� PLAN MAINTENANCE DR HORTON HOMES 12602 TELECOM DRIVE -OCCUPANCY - RESIDENTIAL GROUP R3 -CONSTRUCTION TYPE - VB -MIi. INTERIOR FINISH - CLAM B AMP BD. CL CAB. CLG. `SAGE BOARD CENTER LINE CABINET CEILING MIN. M.T. MID. ME . N.T.S. METALMIND METAL THRESHOLD MOUNTED METAL NOT TO SCALE PG CS -COVER SHEET PG GN- GENERAL NOTES 03QMB REVISED LINTEL SIZE • B?MY mnIm ADDED LED Lir*rM TO IOTCHas I aATWO" PER MARK ears wmm ADDED DOD LAYOUT TAMPA, FL 33637 TEE: (813) 740-9720 FAX: (813) 740-9715 -BASIC HIND SPEED - Vult=160 MPH Vasd=124 MPH —SURE - C -i-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES CLR CONC. CPT. C.T. D. DBL. D.O. DIM CLEAR CONCRETE CARPET CERAMIC THE DRYER DOUBLE DUAL GLAZED DBMENSION G.C. PL P.B. PH PLT PLYWD. PT. R. ONCENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD AIR PREESSURETREATED RISER PG Al -FLOOR PLAN P G A2C-ELEVATION "C" PG El -ELECTRICAL PLAN PG P1-PLUMBING PLAN PG Ml-MECHANICAL PLAN wom ADDED OPT. 6 ® CEILING FEIGIIT ovovm REM -ACE ®4A3/J0 OPT W-0' CL& W.T.- REVISE ARr.WWY LEICd•rTs I 2020MC�+DATE DISP. n D.S. DISPOSAL DEEP DOWNSPOUT RAD. AO RM. RADIUS RETURN ROOM PG Dl-DETAILSR PG D2-DETAILS ' STATE OF FLORIDA SQ.FT. CALC. S PROFESSIONAL ARCHITECT: DW: DISHWASHER So ROUGH OPENING EA. EACH SO. PG D3-PRODUCT APPROVAL ROLAND A. ABOUCHACRA AR No. 93723 ELE" F.Q. 66L EXT. F.G./FX. ELEVATION EQUAL EXHAUST EXTERIOR FDiEDGIASS Sl SHE. SKEW,. SHWR. SIM. SMOKEDETECFOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, L.I.C. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-8078 LIva+G 1504 SQ FT. GARAGE 3W SQ. FT. ENM 31 Sa FT. LANAI Sb Sa FT F.O. FRG. FL R FLUOR FR. DR AG. GAR. DISP. Fs ISH FINISH FLOOR FLUORESCENT FRENCH DOM FOOTINGTI GARBAGE L. SL. GL. STD. SWS � . T.O.C. SLIDING SEEDING GLASS STANDARD SHEAR WALL SECTION TETEMPEREDGLASS CK TOP OF CURB PG WA4-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS Fax: (407) 774-4078 TOTAL 2011 SQ FT. T DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTF.RRUPIER GL. GLASS OYP. HD. GYPSUM BOARD ILB. HOSE BBB CORE HOT. OR HT HEIGHT INSUL. INSULATION T.O.P. T.O.S. U.N. U.N.O. WP. W/ WD. TOP OF PLATE TOP OFSLAB TYPICAL UNLESS NOTED OTHERWISE WPROOF WITH WOOD STRUCTURAL SHEET DESCRIPTION PG Si -FOUNDATION PLAN PG SIAA-DETAILS DRAWING /CONTRACT DOCUMENASHER REVIEW BY BUILDER THE BURDER ASSUMES AIL UABILIi'Y FOR ENT. INTERIOR WOW. WINDOW TER PG SLAB -DETAILS INTERPRETATION OF THE CONTRACT DOCUMENTS. W1 WROU�GHTIRON PG 51.2-DOWEL PLAN IF ANY ASPECT OF THE CONSTRUCTION (AS PG S1.2A-DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2-LIFT BEAM PLAN AND NOTES IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S2.lA—DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BURDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S2.2A-SAFE LOAD TABLES PG S3-FRAMING PLAN CLARIFICATION. PG S31A-DETAILS AB DESIGN GROUP WELL RESPOND TO ALL WRITTEN PG S3.iB-DETAILS RF1's IN WRITTEN/DRAWN FORMS IN A TIKELY MANNER. AB DESIGN GROUP TAM NO PG SN1-DETAILS RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION RASED ON THE DRAWING SET. d N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www,abdesigngmup com AA M: 0003325 n all Ree N r _LLL stmDIV. at LOT: ABBOTT PARK LOT #31 BLK #9 PROJECT# 04181.000-31091 1[ODEU 3EAB "1504- ALLEX" GAIRACiE 81►IIJG: RIGHT PAGE: COVER SHEET 160 PH EXP. C GENERALNOTES 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. Z 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 wows i. 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 THAN % 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 ANDIOR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNQUES, 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 ARCHITECTIENGINEER. 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 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES 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 CINCH 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, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIER 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: 1. 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 ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLJI 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 14' 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 COVEIMI138 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 FINKM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W 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, 11T 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-C1063-198 & ASTM-Cl787. 3. LATH & ACGESORIES 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. FRE REBWTANT CONSTRucTan 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. EXTEwORCELSM 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 OBSERVA71ON CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I 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) 71h EDITION, (2020) R703.1.21.I SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. d N. RONALD REAGAN BF LONGWOOD, FL 327W PH: 407-77"078 FAX: 407-7744078 wwwabdesigngroupcom AA S: 0003325 L �Y w 0 0. SLJETDIV. 8. LOT.' ABBOTT PARK LOT #31 BLK #9 PROJECT# 04181.000-31091 MODEta 3EAB "1504- ALLEY' GARAGE 8TIMG: RIGHT PAGE: GENERAL NOTES %160 MPH EXP. C 1 SCALJM 1/4"=1'-0" 1 II SET CONTROL DATE:12/10/20 (RM) G N 3052-SH EGRESS 3052-SH EGRESS is 2 v ® 36'xb0' SwuR o 1I �, I BEDROOM#2 PAN ;t 19L all S-D'Q& BBD r CL& t BATH#1 ;, BEDROOM#3 11 V4r G.G LAV. LAV W-0' CL&41 3 m v �� COATS 3-114 Fu- cn � 9 I"aQ 0 ,q 2-8 _ 1'b I S QF r I W.LC I --- BA1H#2 —� --, HAIL ul '2-� BOLLARD a0 :n Q 8'-8'a.Ci 8'-0' / ASRECL La I ----,_ {---3 b2 RANGEb20 1 1 - 1 ,�® 2'-4' (.ODE b: I I slraC v 1 v UN. 1 II � � W1w WH. 1 1 II d A I e D OPT. 9 e MIN KITCM I I LANAI I� I1ViNG ROOM ><�REPRE, a' o u 1 tl; ` � f 9 W-W a.r� I ra --- Du ° �� l t_ I a 9 I ti �' -- m v 9 M `� S'- OPT. ; 9 n 8'-4' 2'-4' 3'-8' 2'-10' 5'-6• 2'-8' V-8' 3'-8' l'-4' i D. . v "' DIlMROOM ---- a s m I I ? I s a'-W CLCL l--v - PANTRY I aaA e ^4 ENTRY 5'40' CLG.1 9 9 -- FLOOR PLAN SCALE: 114 • I'-0' NOTE: -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR WV RETURN PLEFLM AND RETINA AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH $OLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MIMJTE FIRE -RATED DOORS. SQ.FT. CALL. S LIVING 1,504 Sa FT. GARAGE 390 Sa FT. ENTRY 31 Sa FT. LANAI 86 Sa FT. 11 TOTAL 1011 ;a FT. MASONRY/FRAME WALL LEGEND 8'-0' BLOCK WALL UND ON PLANS BRG. HGT. VARIES 4' INTERIOR LOAD BRG. UTALL LINO. ON PLANS 4' INTERIOR NON LOAD BRG. WALL LINO. ON PLANS -ALL INTERIOR DOORS TO BE 6'8' -ALL EXTERIOR DOORS TO BE 8'-0' UNLESS NOTED OTHERWISE Da�alee �1c aAODIn rio LaAoe aAac aao eaaalE FaR a aeoalo mrfae MDT m am 1IIIRIMOINO FE100 MIN. WINDOW 0 5 31/40 CRITERIA EXTERIOR SWING 18 5 36/-41 DR. MK CRITERIA SGD. MIN. 41 5 34/-43 CRITERIA 160T0 ORD. 112 5 3738 BASIC WIND SPEED MPH - 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=B, 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. OOMIIOLDAle ti DBL TOP PLATE 0 ABARDL ti N. RONALD REAGAN 81 L ONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdesigngrouP.wm AA M: 0003325 �i L b x o a STJsDrv. ae LOT: ABBOTT PARK LOT #31 BLK #9 PROJECT/ 04181.000-31091 MODEL: 3EAB "1504— ALLEX" GARAGE 3TNDQG: RIGHT PAGE: FLOOR PLAN %160 MPH EXP. C 'M NO 93M A D = 01/19/21 BCALE: 1/4"=1'-O" SHEET Al - - - - - - - - - - - - - e /-15'-10' BLDG. HGT. DECORATIVE 12 9 LOUVER 814I14GLE ROOF 6 - 10IE(TYP� 4' FRIEZE BANlD / TRIM ARM (TYF'.) LAP SIDING AS- _ / /�--680 6' RAISED BAND f It FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH a 6� 8'-mom OFF RIDGE VENT OFF RIDGE VENT ■ m l() 0'-0' FIN. FLR , OFF RIDGE VENT OFF RT\ 1 b 8'-0' BRG. HGT,�, BERG. H!aTi�JT. _-_----- LEFT ELEVATION SCALE: V4 • I'-0' TEXTURED FINISH OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH 0 -0� BRG. HGT. 1 1 I I I 1 I I I I 1 1 I I _- 0'-0' FIN. FLR. 8'-0' BRCS. HGT 8'-0' BRG. W.T. 11 oIF �1 1 1 1 0'-0' FINS -----_---_-----_ -------------__-_-_---------------- - P0'-0' FIN. FLR RIGHT ELEVATION SCALE: V4 = 1'-0' TEXTURED FINISH REAOFATTIC = 2232 SQ, FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2232/300 = 7.46 = 1072.36 SQ, IN. MN. REQUIRED VENTILATION IN UPPER = .5x 107L36 PORTION OF ATTIC _ 535.68 SO. IN. (BALANCETO BE PROVIDED IN SOFFLTOR EAVE VENTS) OFF RIDGEVENTILATION AREA = 115 SQ. IN. FERVENT TALAOFVENTS REQIARED = 4.65M TALAOF VEN78 PROVIDED = 5 BFdi. W.T. BRG�HGTT. I I 1 1 1 0'-0' FIN. FLR LOUVER DETAIL A SCALE: AN * N. RONALD REAGAN EllLONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 W ww.8bd2BIg11gfODP.00111 AA C 0003325 1 m WW 3 Q NO 6.1 9 R$ a 14 0 L SUBDIV. dt LOT: ABBOTT PARK LOT #31 BLK #9 PROJECT/1 04181.000-31091 MODEL• 3EAB "1504- ALLEX" GARAGE awiNG: RIGHT PAGE: ELEVATION "C" 160 MPH EXP. C mm PRINT 01 19 21 DATE: SCAXM 1/4"=r-0" SI�ET A2C ELECTRICAL LEGEND SYMMOL - DEFINITION NOTES —e DSV OUTLET 20 AMP SMILE FO A IIDV OUTLET IUD✓ CUTLET M OF dALET W14® TO SUITOR GM IIOV CUTLET NQUIPED SLBRD PALL INTIRPINe CIA PER IlSMiANr TTPE) 224NV d,TLEr wE IR OOOISfCITNM yp CPI EXr. W1TEPWIWOF OUTLET deOU D PAIL? N1OORr7dR SWITCH SWTC4 3-WAY OPER SWTCH 4-WAY OFER WALL MOUOED ' V LIGNr 4LNG LIGHT © LED CLG LIGHT ©vp LED VAPOR Pillow LIGHT O VI• VAPOR PROOF L10MT OPROMISED CAN eVENT. PAC ICRI FOR SQ PT. ~.PAN "km4T i QM PER SO. FT. v PDCTIE fSFEC'S TED SY OYLOOD ® 2-OILS SKIP ARGIID 2- OLS SWAP • II,� lll ANDIND (SUF MNTJ )_� r KA moscNNr 4'KAt01EOCW y!'� W--a--fie-• G .'TRACK Lefts 0 PANEL METER OSD. momm DETECTOR WAY a L� 1 WALL MOUNTED mom DETECTOR BSTT-RAG41e• BL� ®.Ci aw OfG Cm fp! IE �� RATr_Adcmdr W ►+ ae-ca+e�eo SHALL ME A DISTANCE OF NOT LWS THB44• FROM WALL PENDANT LIGHT T> NATURAL GM OUTLET 10,79LPWGM JACK DRIER NEATER DISCON OCT 0 M0 , AIR DIacOISENNIOcr W SEE AON TELEVISION JACK CELm EON TO d ES•POIE® N O J-WOX ACCORDANCE O BOX AS SICK PM CEL OM REQUIRED TO OL SIIFORTI D N GlLNA7 FAYLpIR ACCORDING! Sp EON AS SUCH MR pD, 24' NGACE°CIXf LOW STRIP 36'INIMANDINCENT Low S"w 4V INCANCMCBfr LINK STRIP FLOOD L10r4r 10• OPT. SECURITY IQTPAD • Pa. PIEII-EYTICN NOR OYES USE PORT • LOCATION OF TV JACKS 4 P110E OUTLETS A FANS TO BE VOWED • M0IECSNER FRE-CONISTRCTICN M ISTNS, • ALL E 4 20 AMP BRANCH CIRGSTS TO BE ARC FAULT PROTECTED FOR ELECTRICAL PROVISIONS OP ROM TTH m1TION r2amU 4 NEL 2N)JZ 20M mIT101 • 20 AMP DEDICATED LAUNDRY CURCWT. • GPI • N LAID (NOT ON KTTCIM C UHT) • DISIIOANER DECOMICT TO BE LOCKOUT N PAWL • BATHROOM IIDGW ST FAN TO HAVE MN. CAPACITY OF SO cpm PaE1E4T'(BiT PER ELECTRICAL PR OvINHONE OF SECTION M8013 PECK 7TH ®1TION (]ADEJ • LANPW ROOM R°CEPFACLE NYYL EE GROUND FAULT CRRWIT-NTEIERJPrER PROTECTION PM FOEOMEL ON FEEDERS • WRING MEIHOD NWLL BE NON METALLIC CJDLE FOR ELECTRICAL PROVINON S OF PBGR Y(H sLa@ , • ALL WORK TO COMPLY SM ELECTRICAL PROVISIONS OF TIE Plam Tim PD (20A' RL 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTE& A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL GOMFLY W114 ELECTRICAL IYROVISIONS OF THE PBOR TIM EDITION [2020). LOGAI. CODES. AND ALL LOCAL FOAM COMPANY IOCIROVIEN 5. IL ALL CONDUCTORS SMALL BE TYPE THW4/THA841►LESS NOTED OTFERBSE PiORER —ANY R GRADE FROVIDE"AD CII, TWN • FS CU N 2' CONDUIT OR 3 et/D AL, THEN • I% CU N 2' COPDUIT OR 2)D AL SEJ! (CONDIT TO TER•INATE ABOVE SOFFIT • OVEA34ANW COMBINATION SERVICE DBCONECT SWTCH AND BO M1P RM4D VOLT M ELECTRIC METER IN i NEMA 9R 94CLAPO W I MLO PANEL iELP4I01E SEWAGE BtfRADB c4BL SERA NcLgpN04T bO NTEMYSTEM BON ONG TE181NAL AT LOW VOLTAGE OCIN ECth" PROVIDE BO MT, 2OR40 VOLT, I PHASE SECONDARY/ "4 CU SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. PROVIDE 3 4 COPPER (DU N CORETE NCENCASED ROOTERIR STFM I-W" DIA SCHEDULE SD PVC C0NDW OR RRONIDE 3 ELECTRICAL PRDNSIpCR M OF THE FBTTw 2/0 ALW'iMM (AL) N 2" DIA SCHEULE DW PVC EDITION (2dWl CONDUIT UNLESS, SERVICE E PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WTH THE ELECTRIC SN" DIA X S FT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO BID. I 1 I I L I 1 = LED LIGHTING ® SINGLE LAV. BATH '4 BA1H#lI F'RE-WIRED j / CLOP FAN F C-L WIRED ` CLG FAN BEDROOM#3 SD L L HOOD WRE W/ GFI BEDROOM #1 RE � Wic. qp TV------_--� GFI Q GFI I I 1V I L �_-ARLI I CEILING MTD. LIGHT TO BE I 'd�Ai • I OPT. INSTALLED. PROVIDE _ J-BOX FOR I Ii 1 PRE -WILD I I I OPT. FAN I `� CLG FAN L I � I OUTLET FOR 1 1 LIVINGR00M 1 DISHWASHE I 1\ IIQ1'CH@1 i j LANAI I I I I WP I GF1 I PANTRY L_____ / 1'-b' T-0' 1'-6' \ I 1 I I l L = L 1 LED LIGHTING Ce? DOUBLE LAV. BATH 01 _• erO — • III 1 I nl PANEL: A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -lPh RIYN: 150 Amp M.L.O. FEEDER. 3-#2N Cu TFM4N 61- #6 Cu (G) in 2' C. OR 3- "0 ILL TFMVN 81- 96 Cu (0) in 7' C. Wk.F Oa Watts Ckeli Oat WNN M bn 81e Pale Wke #12 m TTe1 1- 1 2 4 6000 RNge 50 2 R #12 m ISor•Aew//bod 1Bm 3 012 m S.MApFl— 15M 5 6 4500 WNW HIM. 25 2 #10 a12 m RM 15w 7 6 212 m Did AFa 15w 9 10 12W d (FI m 1 #12 N2 m BeN CFI 12W 11 12 15W Did—l-CFl m 1 a12 N14 15 F /IOU 9W 13 14 "D D,7er 30 2 #10 614 15 GldRoan/Din.0 /UvW AFCI 9W 15 16 914 is IOIMML / / AFa aW n to 15W wesNaOFI m 1 efz 014 15 Bed42/Leal PFa 72W 19 m 10W Door CFI m 1 e12 1114 1 15 Bed S3/BASIn AF I 9W 21 22 12DO /64NRIr Lfs4 AFa m 1 912 23 24 900 Bed N/SDI AFCI 15 1 414 25 26 9W Bed#I/W.I C. AFCI 15 1 1 #14 27 m 29 31 32 Spove- 33 34 e 35 38 _ SPwe 37 3/ e es 2 w AfC ' 0190W 10 KVA at 65% ewo m 41 Q 42 4400 1 N.C. AIC C.U:I 40 1 >A Load toden•rN feety esbtaWls/kw 234W 3MOO Low bderroMtsb an /Ine Demand Factor CWcukBom ABBREVIATIONS: AFCI: ARC FAILTORCUITINIE AMITER NC NCIN CINICIOH4(LCPD GFC GROUND FALLT INTERRUPTER hYl bed to d"Wdiaeor 535W F"100Wsee1N10D% I 10DW R.,Wmvsamo T 17400 TtlN AC ba0 10N W fare wiSl 1740 LOAD CALCULATION IS BASED ON AC MONLONCIDENT LOAD Tdd Cmnaeted Laed Wetly M40 Told wNs/24ows 1 4 General LWvft S Receptmck Load TAIA/C Feel 1504 (9enerN lls A T1ec 3 W / R 451 WHO 19 at 65W/LiIt at 100% 1235 Gbnad 5747 CIO# c Total watts Gun" WaR•CPondA 10 575 5747 METER FIELD VERIFY LOC. OUTLET • 49' AFF. r - WALL MOF O I KEYLESS LIGHT Uk WTCH IN 1 FIXTURE ATTIC 1 I GN I I I L—J GMAGE I I II I ° GAR FOR ,DOOR III III ' :I ELECTRICAL PLAN SCALE: V4 a I'-0' OPT. COACH LIGHT 1\ i44i N. RONAID REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746018 FAX: 407-7744078 wwwabdesigngroup.com L AA S: 0003325 M O as m R SV13DIV. Ac LOT ABBOTT PARK LOT #31 BLK #9 PROJECT# 04181.000-31091 MODEL: 3EAB "1504— ALLEX" GARAGE S'WWO: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C rD:AjT=*01/19/21D 1/4"=1'-O" T E1 PLUMBING PLAN SCALE: 1/4 " 1'-V KIT VTR It PLUMBING RISER d N. RONALD REAGAN Si LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 wwwAbdnWAgroup.com AA A: 0003325 0 m h x+ Xi p q cg v 0 w BUBDIV. &: LOT: ABBOTT PARK LOT #31 BLK #9 PROJECT* 04181.000-31091 HODEIA 3EAB "1504- ALLEX" GARAGE SIWU40: RIGHT PAGE: PLUMBING PLAN 160 H EXP. C JAN TO �\.M NO W7W J MAIN mm DAi'E: 01/19/21 8CAUM 1/4"=1'-0" 81-IEET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. RECWREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL. BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SMALL BE SEALED WITH GLASS FAB 4 MASTIC, AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SMALL BE APPROVED UL 10 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SMALL NOT ISE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC lTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SMALL BE CONSTRUCTED IN ACCORDANCE TO FBC IT14 EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATWING FIXTURES SMALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC lTH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOM$, SMALL NAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS 814ALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND 15E SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFa RECOMMENDATIONS AND FBC IT14 EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DOF 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 INSIDE WAD ES NICKEL BRASS TOP CAULK P.V.0 OPTVSPEC FLOOR SLAB CLEAN -OUT (TYPN� COWTER5UJK CD. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-S'>W CONIC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYPN ) LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® BIDE -WALL OR I WAY DFR45ER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-TWRU AIR GRILL ATTIC AIR SUPPLY �l y AIR EVAP. TRAY NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO Clow- CONDENSER W/ (2)-3/16'X2' TAPCONS UNITT SIMPSON WB ROLL STRAP EXTERIOR WALL OR EQUAL AIR RETURN SUCTION AND LIQUID 4' CONCRETE SLASECURE STRAP TO UNIT W/ (2) B REFRIGERANT LINES ffiXI 1/4' SNT. MTL. SCREWS CONDENSER UNIT EXTERIOR WALL CONNECTION TO PAD 3/4' PVC CONDENSATE DRAIN LINE PVC SLEEVE TO LINES BELOW SLAB OVER OVER MAIN CON'' DRAM 3/4' DIA 1 HEAD * 12' FROM STRUCTURE p REFRIGERANT LINES TO RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR IT" EDITION 110201 MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS MECHANICAL PLAN SCALE, 1/4 . 1'-0' i441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PN: 407-7748078 FAX: 407-774.4078 www.aWesigngroup.com AA 4F 0003325 S V a� 0 To OEM sysa>ty Nlc IAT: ABBOTT PARK LOT #31 BLK #9 PROJECT# 04181.000-31091 MODIM 3EAB 1504— ALLEA GAPAOE SIWMO: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C 2X4 TOP PLATE PRE-FAB TIMM 14' CL.G. BOARD 7 10' DRYIWLL.L — SECURE ST. MATE TO SLAB W/bW MASONRY NAIL • 32' OL. MAX IVAV FIN. RR 2X4 WOOD STUDS *24' OL. .7:4V� tnt PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. (a:)TYP. INT. WALL ( NON- BRG. ) D1 SCALE, 3/4'.I'-O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR SMJJ. ROOF SHEATHNG THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I�.m. TYP. OH. 5/8- GYPSUM Bc OR 1/2' WIGW STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (0- +5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM Di SCALE: 3/4'=I'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING - STRIPS B 24' O.C. 8' ChAI 1/2' GYP. WL BD. - WOOD BASE — &-0' FIN. FLRJ,, ea ° e rA%_WL WINDOW OPENING n FIBERGLASS SHI'G .ES WITH UNDERLAYMENT AS PER FBCR WS.U. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT IR' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FN. FLR TYP. WALL SECTION SECTION If NO OPENING NOTE: PER SECTION FBCR W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT D1 SCALE: 3/4%1'-& SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 4869 TYPE Iv, OR ASTM D 6151 M IGROY LN sa GAS LINE THRU BLOCK ACME. w•.r.� FlISERGsLASS SHINGLES WITH UNDERLAYMENT AS PER POOR W5.LL ROOF SHEATHING THICKNESS AS PER SHEET ON]. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE FS 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL 8-EATWM THICIQ.ESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SWEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS V2' THICK, 2 COATJ-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY C.-C. FIN. FLR e• a'NJ u2' ?WM 2 COAT - FOIlR.J20 Cemw P ASTM A'FI.IED Dwalmy TO MAGO W SALV. SREL - TRACx MIMIC n MATMOD TO MOOD J" MR AiTleAFF" GT vvK R20. MT MAIL. im"mm to RaoM TRACK BRAI7ITsTe w I'reM= C0I04M MEAD S' cm an Mnuen2eeL row 2.► P.T. MD ATMOM TOP" CELL AB FM DACOR ROD WATMI! STA! rmom — a GARAGE DOOR JAMBS D1 SCALE: 11/2'.1'-O' �-2X4 OPF 24' OL. MAX. SECURE W/ (2) 12d NAILS o EA END 2x BLOCKNG BETWEEN TRUSSES —PER STRUCTURAL DETAILS-- STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE -ENS WD. TRUSS CONT.�2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J.PER ELEVATION 5/S' GYPSUM BOARD OR 1/2' NIGH STRENGTH CLG. BOARD W/ WINDOW OPENING A R-4J INSULATION WINDOW ATTAC 41ENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS B 24' O.C. 112' GYP. WL. W.- WOOD BASE— FIBE�TLAS5 SHINGLES WITH UNDERLAYMENT AS PER FBCR WS.U. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SWEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS C:Ll 0'-m' FIN. RR a B TYP. WALL SECTION NO oPENING 5 1—STORY GABLE BLOCK WALL D 1 SCALE. 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 wwwAbdesigngrouP.wm AA 4: 000W25 i ccl aysDIV de LOT. ABBOTT PARK LOT #31 BLK 9 PROJECT# 04181.000-31091 WODEL- 3EAB "1504— AU EX" GARAGE STF MO: RIGHT PAGE DETAILS 160 MPH EXP. C DATE. 01/19/21 SCALE: 1/4"=1'-0" SHEET D1 io!L 2X6 P.T. • CENTER OF DOOR HEADER SECURED UV (1)1(2' X V J-DOLT UV 4• MN. EMBEDMENT YV 2' X 2' X V6' WA09M 4 NIT OR RV (2) V2' X D• ANCHOR BOLTS UY 2' X 2' X W WASIER 1 N4T B ® iECURE 2.4 ON RAT TO SIX ® W MASONRY NAIL& SIDE& 2X6 GARAGE DOOR BACK 69CLMD UV (S) VJ' X D' J-BOLT OR ANCNOR B DOLTS. YV P NN B'LfEDfl T. UV 2' X 2' X 1w NIASIER 4 NUT. (0 WITHIN i' OF TOP, (U W THN i' OF TWE DM (3) EVENLY SPACED. go 01) 9 U4 NOTE& ALL ANCWCM SMALL BE N ACCORDANCE TO MANFACTRERM6 INSTALLATION INSTRUCTIONS WERE AF NAT®)GTI d M AT GARAGE DOOR BUCK ATTACHMENT 22 40418 V4 — 2X4, 0111 SECURE TO BLOCK IW 3/16' TAPOON6 (MN SWANK SIZE .W5 MIN. MEAD SIZE 300 MR EMBEDMENT 1 1/4') UNTHN W OF EACH END 4 W OC. MAX SPACING. 2X4, M SECURE TO BLOCK UV3K' TAPCOJS MN SWAM SIZE J45 MN. MEAD SIZE 340 MN. EMBEDMENT 1 1/4•) WITHIN D' OG EACH END 4 W OC. MAX 8PACN6. 2X6F ® 2XA, m SEa1RE TO BLOCK SECURE TO BLOCK WK2) 3A6' TAPCONS WK2) 3/16' TAPCONO MN SHANK SIZE Job MN SWANK SIZE 145 MIN. READ SIZE 300 MIN. HEAD SIZE 300 D' CMAI MN EMBEDMENT 1 1/49 MN EMBEDMENT 1 1,149 Wl DR7Y14LL WTWN i' OF EACH END i' CMU WTHN 6' OF EACH END 6• CPW 4 ID• OC. MAX SPACING. 4 W OC. MAX SPACM b,4 P.T. OR 5/4'X4• MIN. 1/2' DRYWALL V2' DRYWALL SECURE THRU FRAME 4li I•X4' 2X& ® 2m❑EXTEND 1-1/4' INTOP.T. NAILER S?CRE TO BLOCK P NNLEIR BECUE TO BLOCK P JNLER DI.00K RY 3/16' U1KZ) 3/16' TAPCON6 K2) 3AW TAPC"TAPCONS DOOR CASING (MN SHANK SIZE J46 1/16' CAB, X 4' MR . MN SHANK SIZE J45 DOOR C46w.M6L SHANK SIZE J411 MN HEAD 512E 300 MN HEAD SIZE 300MIN. HEAD SIZEMN. EMBEDMENT 1 114') DOOR CASING MIN. EMBEDMENT I V4MN EMBEDMENT I-V4' WITHINW OG EACH END UTWN S' OP EACH ENWTWN i' OF EACH ENDDOOR JN'B OR WIDOU 4 w OC. MAX 4 W OC. MAX 4 W DO. MAX SPACING ATTACH TO 2X PER 6PACN- DOOR JAMS OR WNDOIW SPACING. DOOR JAMB OR LLSMDOW MANUFACTURES DETAIL& ATTACH TO 2X PER ATTACH TO 2X PER RE MANUFACTUS DETAILS. MANUFACTURES DETAILS. NOTE, 6WM AS NEEDED TO PLUMS JAMffi (DO NOT EXCEED 1149 DOOR JAMB TO BLACK +3/4" OR +5/4" TO BLOCK +3/4" OR +5/4" w s * 2X4, Will SECURE TO BLOCK W/ 3/I6' TAPCONS MN SHANK SIZE Ab MRN. READ SIZE 344 MN EMBEDMENT I V4') WUTMN D' OF EACH END 4 ID' OC. MAX 6PACNG. 2X6, SECURE TO BLOCK WK2)3AW TAPCCNS MN SWANK SIZE J45 MN READ SIZE 3" MN EMBEDMENT I V4') i. CM'1J OT14N S• OF EACH END 4 10' Of MAX 6PACW. VJ' DRYWALL 2XS, ® I'X4• SECURE TO BLOCK Pt. NAILER WK2) 3/16' TAPCONS MN GNAW. SIZE J45 DOOR CASING MIN. READ SIZE 300 MN EMBEDMENT 1 V4') WTWN D' OF EACH END 4 S• OC. MAX OR DOJAMS OR UP DOW ��'' ATTACH TO ZX PER MANUFACTURED DETAILS. NOTE, SWIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" n1LBND01► TO BLACK +1 1/2" NOTE, SWAN AS NEEDED TO PLUTD JAMS (DO NOT EXCEED VI•) DOOR JAMB TO BLOCK +1 15/16" n A TO HIACK +i 15/16" 2X4, IIIIIIII SECURE TO BLOCK W/ 3A6' TAPCONS (MN. SWANK SIZE J45 MN HEAD 613E 300 MN EMBEDMENT I V4•) WTNIN D' OF EACH END 4 ID' OC. MAX SPACING. NOTE, STRUCTURAL 2X MAJST BE 2X6, ® ON OUTSIDE 4 SECURED SEGUE TO BLOCK TW ROIJQN4 NON-STRUCTURAL 9K2) 3/16' TAPCONS 3AW TAP -CON MN 1-V4' (MN SHANK 61ZE 145 EMBEDMENT INTO BLOCK MN READ SIZE 300 MN EMBEDMENT 1 V49 WITHN W OF EACH END i' Cmu 4 M' OG MAX SPACNCa IQ• DRYWALL 2X& ® a SECURE TO BLOCK I 'X4' W92) 3AW TAPOONS P.T. NAILER (MN SWANK SIZE J45 DOOR CASING MN READ SIZE 300 MN EMBEDMENT 11/4') WT14N D' OF EACW END 4 ' OC. MAX SPASCING. DOOR JAYS OR URNDO I ATTACH TO 2X PER MANUACTJRES DETAIL& NOTE, SWIM A6 NEEDED TO PLUMS JAMS (DO NOT EXCEED 1149 DOOR JAMB TO BLACK +2 1/4" n11BNDOIL TO BLACK +2 1/4" NOTE, OWN AS NEEDED TO KAI M B JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3" 2X4, m SECURE TO BLOCK UV 1/4' TAPGONS MN 6WANIC SIZE J45 MN. MEAD SIZE 300 MIN. EMBEDMENT 1 1/4•) WTMN D' OF EAC14 ETD 4 W OC. MAX SPACING. 2X6, SECURE TO BLOCK WW2)1/4' TAPCONS (MIN. SINANK SIZE JO MN. MEAD 613E 300 MN. EMBEDMENT I V4') WTHN S' OP EACH END 4 10' OC. MAX SPACING. 2XS6 1�1100 SEGUE TO BLOCK WK2)V4' TAPC.ONS MN GNAW, SIZE J45 MN READ SIZE 300 MN EMBEDMENT 1 1/4•) WITWIN W OF EACW END 4 IW OC. MAX SPACNG 6• cm O. ORYIUALL IX4 P.T. NAILER 1/16• DAD. X 4• MN DOOR CASING DOOR JAMS OR MOM ATTAGN TO 2X PER MANUFACTURES DETAILS, NOTE, SWAN A6 NEEDED TO P ID JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +S 7/16" WNDOs 11 TO BLACK +S 7/16" 2X4, = 2X4, 101 SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/16' TAPCONS MN V4• TAPOONS (MIN. SHANK SIZE 145 MR SHANK SIZE J45 MN. HEAD SIZE 340 READ SIZE 300 MN. EMBEDMENT I VW) MN E'BEOMENT I V4•) WITHIN D' OF EACH WTHN D• OF EACH END 4 IW OL. MAX END 4 S' OC. MAX SPACING. NOTE: STRUCTURAL ZX MUST DE 6PACNdt NOTE: 6TRUCTURAL 2X MUST BE 2X6, m ON OUTSIDE 4 SECURED 2X6, ® ON OUTSIDE 4 SECURED SECURE �OGK TRRd1GH NON-STRUCTURAL SECURE BLOCK THROUGH NON-STR)CTURAL WK2) SWA TA 1D 3/16• TAPCON MN I-V4' V4' TAPOS MN 3A6' TAPCCN MN 1-114' MN 6FW,IK SIZE J45 4ZE EMBEDMENT INTO BLOCK GRA SHANK Sig J46 MN SIZE EMBEDMENT INTO BLOCK MN HEAD SIZE 300 READ SIZE 300 MN MN EMBEDMENT I V4') EMBEDMENT I V4') D' OF EACH ENO MYWN 6. OP EACW END i, cm 4 W Or -MAX SPACING. W' DRYUL LL 4 B. Of MAX SPACING. I!C DRYWALL 2X6, 1= SECURE TO BLOCK ❑ MX4' P.T. NAILER 2X& ® SEGUE TO BLOCK ❑ I'X4' P.T. NAILER 1002) 3/16' TAPGONS UV(2) VV TAPCONS MN SWANK SIZE J45 DOOR CASING. MN SHANK SIZE J45 i' P.T. X 4' MN MN WEAD SIZE 300 MN READ SIZE 300 MN EMBEDMENT I V49 2ND 2X SECURE TO STRUCTURAL MN EMBEDMENT 1 1/4') DOOR CASNC WTWN W OF EACH END MEMBER WK2A2d WTHN 6' WRTWN D' OF EACW END 4 w OC. MAX OF EACH END 4 6' TO i' Or -MAX 4 15' Or -MAX G SPACIN SPACING. DOOR JAJ'b WIND OR OW DOOR JAMS OR WINDOW ATTACH TO 2X PER ATTACW TO 2X PER MIAK FACRARES DETAIL& MANFACT PWS DETAILS. NOTE, SWIM AS NEEDED TO PLUMS NOTE, 8141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4.1 JAMS (DO NOT EXCEED V4•) DOOR JAMB TO BLACK +3" DOOR JAMB TO BLACK +3 3/4" OWI •M nrn('Y an" B W TO BLOCK +3 3/4" & N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-77443078 FAX 407-774-4078 W WwAbdesigngroup.CORI AA U: 0003325 Z q L 14 � Y Q SLTIBDIV. Ae LOT: ABBOTT PARK LOT #31 BLK 9 PROJECT# 04181.000-31091 MODEL: 3EAB F'1504-ALLEXF' GARAGE STRING: RIGHT PAGE: DETAILS %160 MPH EXP. C PIHE'ON'ED CONTROL JOIN BE BRED T FLED ITO ANGE OF L THINKS TIED TO LATH - S' = MANE (VERTA NQ¢,L DO NOT FASTEN CONTROL JOINT TO WALL EVEN F 611,10 EXISTS BEYOND IDa'xPT STAPLES UM( TO TEMIR 6SECt CCNTBREOL�Jow 0461111415 INSTALLATION FASTENERS TO BE 6PACT7 • T' OG. MAX VERTICALLY / / ' \ J, rA R3 COAT CEMENT PLAOft LAYER 4, FDRTIFIWER BUILDING PAPER APPROVED METAL LATH FASTED a'1' (VERTJ OG MAX AT B/mPOPI TS WIND LAYER 4, STUCCO ~ ROOD SHEATHING LATH SHALL BE CONTINUOUS THROUGH JON" WUT DE 6TOPPED TIED 4T EACSIDE R0V10E 7X4 BLOCICING PER ASTM CMIIH P PLACED FIAT MAX. W TO 6' FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON l ASTE EM FOR LATH TO ISE NAFL6 OR — STAPLES N CAMPLIANCE UV ASTM CW63 2. UUIE TEE5 TO WE (NO. IE OA4TS' WIRE / 3. ]BLOCKING SHOWN MAY WE 04 ADDRION/ \ TO WALL STUDS RSC' iMURED PER PLAN � i i I Ilq I O" M" TYPE CONTROL JOINT OLI'OLO tW1YleDen.• O LP(LD FKMIO. n.A ®� z GaAee a n.6 FOLD On.A Lttr4WYoe O LtCLD tIW10an.A z aaYeen.K z arena • n. s a COWAN. Pr.0 N. COWAN . R. O 4R n.0CLCN n. TWL PT.A TO11Gea 6roR, ® orn NWM 931 �el— K.ANSE O SI AL. POLO. UQ tiEOK. Y) i, i PLASM AT 8017014 OF WOOF 4 WMLL enHa..c7ta+. NOTE, APPROVED 011111.01141% WRAP SMALL SEE LAPPED A MNMM OF 6' • VERTCAL LAPS (MOLL ENDS) 4 6' • HORMZQNTAL LAPS. ALL SEAMS NEED TO BE4TAPED WITH FORTIOM 6HEATHN / LATH VERTICAL LAP TO BE I' 4'x4' PELF-ADHETRNG M IOPt* E PLASHM•Ys (COMPATIBLE W WJISE WRAP MATERIAL) OVER APPROVED NOISE URAp, N Asmims TO EXTEND ONTO PPE 1. OR LESS Is / \ PE ETRATION X QlT AND OVERLAP rONE 6DESELF-ADIEPEI NG N'E1DRMIE METAL LATH PLASNNG T 61 i W® LAYM -1, ITHIOC 3 COAT CEME NT 01UCW WRAP PLArETAL ;LA-.Y urH =, FORTFIB4t gumER I UM LAYER 4. FOWrEW R BALDING PAPER �� wow 6MEATHNG INSTALL FAStENERB (CLI%— STRAPS. STAPLES) AS REOuiRED TO SECURE ON PIPE/ WIRE TO PRAMNG o ecALer I v LAP VERTICAL LATH & PAPER DETAIL WOOD STUDS NFL SHEATHING 6MM LAPS OF T$TAL PLASTER BASES 614ALL BE SECURED TO WUILDNG FRAMING ME'OERB. PAPER • rw ur THEY SHALL WE TIED suPORIS BETYE@I WITH CAR415-M (141-M1) STUCCO 14' LAr • uT+a Mae AT NTEMALS NOT .• tAr . PMKe MORE THAN S' (22%-MINA AS PER ASTM C"3. PIPE ® KICKOUT _ FOR REPAIR OF TEARS 3A N_T.S. N6YBEPAT1HED HORIZONTAL LATH DETAIL MAY BE PATCHED & PAPER DETAIL UUFI0U6E WtLAP TAPE PER MANIF. SPED opt PEEL 4 STICK i '•'iP WOOD SHEATHING OR CMU WRB LAYER 44, STUCCO WRAP (FRAME ONLY) 9' THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) 'METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING L (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4• k�� 6'1** SELF-ADHEPtNo MB'bIG4NE PLABNMYs (COMPATIBLE W HOUSE WRAP MAT8IKAL) OVER 4'x4' SELF-ADMERING ME'bRAI•E PLASNNG OVER APPROVED HOUSE W641! ALGIlmaimm END LAYER a, FORTFOM BULDN6 P4FER I7nAL LATH 6'.6' SELF-ADMEYNG MEMBRANE R.ASNING OVER 4W 4'x4' SELF-ADHERM MEMBRANE PLASHING OVER APPROVED HOUSE WRAP. FIASNNf To N�erF3D ONTO PIPE 't6' COIN. BE A OF SEALANT INSTALL APPROVED 4401181 P AIR INFILTRATION BARKER OVER ELASTCHISW COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTIOW SECTION ON IUMT M3WKItrie"6g wWr.rrFhW Exterior we of portend cement pester shall comply with the application reg0lrernents of ASTM C 928-180. InstaNaton or exterior lahrig art hanirg enaW cornpty Will ASTM C 1063-1 W or ASTM 1787. LEGEND OF DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — ------- BUILDING PAPER) METAL LATH X—X—X—X STUCCO WOOD OR -1/16" ZIP WALL SHEATHING JAN SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATIONS) d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 h 2 g app y p�p Q i9 eD 4 store Dm. at LOT: ABBOTT PARK LOT #31 BLK #9 "OJlCl9TAT 04181.000-31091 MtOD'Qit 3EAB "1504-A=' OA1RAGZ INIMMO: RIGHT PAG : WALL ASSEMBLY DETAILS 160 MPH EXP. C NO DP *" 01/19/21 =ALP.` 1/4"=1'-0" air WAl INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER STUCCO TOP SIDEIS) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE ExHAuaT. 6' SELF ADHESIVE WOOD CONSTRUCTION SEn,a.v-e oR FLASHING To BE: I. BOTTOM. 2_ SIDES, 3. TOP OVER TOP t SIDES X: VENT CAP 16 TO BE SET N BED SELF WOOD SHEATHING WOOD SHEATHING OF SEALANT AT TOP AND BIDER ONLY. SEALANT 18 TO BE WRB LAYER 01, S7>,O WRAP .: TOOLED SO AS TO DEFLECT LNIT STUCCO WRAP WATER AWAY FROM JOINTS. LAYER -2, FORTPIBER :x; E-z BEAD ALL AROUND PREMANUF. DRYER BUILDING PAPER I J� VENT -APPLY SEALANT ALL VENT CAP (SET IN WRB LAYER 02, FORTIFIBER METAL LATH JOINTS AND INTERSECTIONS CONT. SEALANT) BUILDING PAPER CONSTRICTION 'tro' TEXII p RINIBN � WOOD BACKER ROD APPLY SEALANT AT PERIMETER OFND NON MOVABLE FRAME AND STUCCO FASTS! To WOOD STRUCTIRAL ONALLALR SODS, Yi CAULKING * JOINT SEALANT • MEMBER • , O� MAX I TOP i SIDES THICK, 3 COAT CEMENT a cru I PERSECTION 03. PLASTER V To Al MID -WALL SEEP ace Exkdw kdhk O and 0laelerYlu BACKER ROD Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. O'D DRYER B VENT (BLOCK) Ye• TO Ya' MID -WALL WEEP SCREED _•,... — �- _ X. X Installation of exterior lathing and framing WAP , . AD�VSE FLASWM CLEAN '`- I r ..1 .X shall comply with ASTM C 1063-19a, or ASTM 1787. 6' SELF-ADHESIVE �MASOIRY BFFOIE APPLYING AP x; FLASHINGG TEXTURED STUCCO WI HOODED VENT BUILDING PAPER WOOD FRAMED FINISH . MAeoNRr OVER •GUICK — — — —I WALL HORIZONTAL WEEP SCREED i•THIAC3COAT CEI-ENT FLASHY F_ PLASTER FRAME TO BLOCK METAL LATH HORIZONTAL WEEP SCREED W 5 LAYER -2, FORTIFIBER BUILDING PAPER PIPE THROUGH / WALL ( FRAME TO FRAME) WOOD SHEATHING 6 DRYER VENT (FRAME) •• SELF ADHESIVE FLASHING. (INSTALL PER MANUF. SPECS.) a' BUILDING PAPER D SHEATHING UNDER 'GUICK FLASH' WRB LAYER 'I, — , STUCCO WRAER P CO WRAP CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP LAYER $2, FORTPIBER FOR BOX INSTALLATION WOOD DING PAPER coNencTloN CUT •x• INTO VENT PENETRATION AL LATH rwxm A STUGGOYWRAP MEMBRANE FLHASHINCs SCALE: N.T.S. e' ow 1 ��'��APPLY SELF -ADHERING AISED BAND SHEATHING MEMBRANE FLASH04G oWALLWOOD P acREeD OVER BOX AND OVER APPROVED WRB LAYER -1 STEP #1 STEF #2 6' WIDE STRIP SELF ADHESIVE FLASHING., CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK; LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2S LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-Z BEAD OVER 60 MIN GRADE '0' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #3 WRB LAYER 01, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING `IUM LAYER *2, FORTIMMER BUILDING PAPER STEP a4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) - METAL LATH STEP *5 STEP 116 @)ELECTRICAL RECEPTACLE 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX- 407-7744078 www.abdesigrgmp.com AA l: 0003325 R 4 � 9 FnoABIBJOTT PARK LOT #31 BLK ECT/I 04181.000-31091 1EDD�ia 3EAB "1504— ALLEX" OA>RAGN aMUM: RIGHT PAGM WALL ASSEMBLY DETAILS 160 MPH EXP. C r 01/19/21 AM 1/4"=1'-0" m= WA2 WOOD 814EAT14 NG ExT. WOOD FRAMED WALL COLUMN SHEATHING WRB LAYER 9, STUCCO WRAP SUB -FLOOR DECKING WEARIER RESISTIVE I' BARRIER 9 'I WRB LAYER 4, FORTIFIBER 3' X 3' 26 GA GALv. ( WEATHER RESISTIVE WOOD FINISH LAYER l2 LAYER CONSTRUCTION OUILDING PAPER PRE-�-*b TRUSS PEEL t STICK) METAL DRIP EDGE i MINER 4 ' THICK 3 COAT CEMENT SET IN FULL BED OF SEALANTJV MIN. _ �)♦' HAT CHANNELTHICK, MIWIER�•1 SPACE FROM DRIP PEEL t \IFIG IPW TYPE 'X' DRYWALL 6' PEEL t STICK • DRIP . 6' 9". • TOP OF WEEP SCREED WEATHER REMSOTIVE FACE TO TREX TO 61 EATWMG BEND WEEP SCREED BARRIER 4 / F"DGE TO FULLY EMBEDDED Ys DECK WOOD SHEATHING �: 4 POSITIVE DRAIN }' TNROK 3 COAT CEMEN' IES IN ROOF ce'ENN v R WEEP SCREED PLASTER I �' X 3. 26 GA GALV. 1441 N. RONALD REAGAN BLVD. Yi GAP FOR BACKER METAL DRIP EDGE LONGWOOD, FL32750 WRB LAYER 9, / � METAL LATH ROD t SEALANT Yi GAP FOR BACKER SET IN FULL BED OF PH: 407-774,6078 STUCCO WRAP / WOOD OMAT14 I)S'XI V,* P.T. OR SIMULATED gEALANT.14' MIN. FAX: 407-7744078 }• THICK, 3 COAT CEMENT ``\ � ) FILLER NUOUS VINYL CASttJG BEAD R� t SEALANT www.abdesigngroup.com `` SPACE FROM DRIP PLASTER - ` 6' SELF-ADHEREING FACE TO TREX WEATHER RESISTIVE PLABHMG WRAPPED LAYER IPROOFI R bit L t y BARRIER RESISTIVE VINYL C48ING BEAD BARRIER 9 AA #: 0003326 EXTERIOR GRADE . ? WEATHER RESISTIVE •TOP OF WEEP SCREED DRY WALL STICK) WRAPPED FROM WEATHER RESISTIVE WIATER PROOFING kt BARRIER V i TO SNEATNNG BELOW .:'. BALCONY DECK TO -,� BARRIER 4 LAYER (2 LAYER PEEL '' EXTERIOR COLUMN 'WRO LAYER q, 4• P081TIVE DRAM }' THICK, 3 COAT CEMENT CANTILEVER , '^•O•" 4 STICK) r're•""w.'•o," r COLUMN SHEATHING 1 � STUCCO WRAP WEEP SCREED PLASTER 6' PEEL t STICK • �.• `'� ;_)dbD3_r.Qmbm BEAD DRIP EDGE TO DECK DECK MEMBRANE, ExTEND OVER P 6' SAP. r' ye WRB LAYER �. FORTIFIBER NO GAP IN FIELD - - -4 - BEA. =- SUB FLOOR EDGE PEEL t 9TICK I V.3' 'L' FLASHING i BUILDING PAPER (S►UOUN FOR CLARIFICATION OF ®® FULLY EMBEDDED IN 3' X 3' 26 GA GALv. ® FLOOR ROOF CEMENT i SEPARATE ACCESSORIES ONLY) , METAL DRIP EDGE � ' r_e SELF-ADFEREINS. SET IN FULL BED OF FLASHING. WRAPPED I K'XI 34 L P.T. OR SIMULATE SEALA NT.)Q MIN. METAL ,DRIP EDGE V. WRB LAYER 9, WOOD (TREX) FILLER. SPACE FROM DRIP SET IN RILL BED or - STUCCO WRAP 'e CORNER OF CANTILEVER CONTINUOUS FACE TO TREX 1 J57(1 V P.T. OR SIM LATER VAM66 ICO AM-WFWC-l80 1 Y' \-4' F'081TIVE DRAM GAP FOR BACKE VINYL CASING BEAD � SPACE FROM OAB) FILLER SEALANT, JS' MD CUSTOM CASING G lot 2 tIEEI' SCII=ED ROD t SEALANT WATER PROOFINtOXXIS FACE T TREX RIP FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL t V GAP FOR SEALANT VINYL BEAD PEEL 4 STICK) STICK) WRAPPED FROM OPT. BAGGER ROD. WATER PROOFING bt ELD CANTILEVER DRIP 3/4 RESILIENT BALCONY DECK TO MODIFIED w LAYER (2 LAYER PEEL 4 NO GAP IN FI (SHOWN FOR LARIFICAATION OF NAT CHANNEL CANTILEVER 3/4 RESILIENT BTIC J WRAPPED FROM SEPARATE ACCESSORIES ONLY) EDGE PLASTERJ! THICK3 COAT GchENT B VINYL CASEAD BALCONY DECK TO CANTILEVER CASING BEAD WOOD LLAT14SHEATHING. J' THICK.PiAS3 COAT CEMENT 5/8, TYPE 'X' DRYWALL Li a o � 4 h � b O a DTL. ® CANT. wrtExTURED t PAINTED BIER RESISTIVE 5/6' TYPE 'x' DRYWALL METAL LATH LEGEND G E N D SCALE. I Vl'•1'-D' FINISH BARRIER t PANTED WEATHER RESISTIVE FINISH - WOOD SHEATHING }• THICK. 3 COAT CEMENT BARRIER 4 PLASTER 4' POSITIVE DRAM }' THICK, 3 COAT CEMENT 4' POSITIVE DRAM NOTE: DRAINAGE PLANE (WRB „� �,�,ER BEAD VEEP SCREED PLASTER VEEP sCREED METAL LATH: LATH TO BE PER SECTION R LAYER kI, STUCCO WRAP) VINYL CASING BEAD NO GAP IN FI�I D � CORNER R D (S ICA a NOY (SHOWN FOR! CLARIFICATION OF VINYL CASING BEAD SEPARATE R'103.1.1 / A5TM C-841 -14a, MIN. 2.5 L55. WRB LAYER "2 (FORTIFIBER — - — - — • — — SEPARATE ACCE86MES ONLY) PER SQ. YARD (UTILITY OR NOMINAL BUILDING PAPER) BALCONY DRIP BALCONY DRIP f LATH QOES NOT MEET SPECIFICATIONS) METAL LATH x—x—x—x 11 EDGE INSTALLATION 11C EDGE INSTALLATION ® COLUMN = WW("L" FLASHINGZ SCALE: NT8 WOOD CONSTRUCTION STUCCO WOOD SHEATHING WEATHER RESISTIVE WOOD OR i/lro' ZIP WALL BARRIER 9 WRB LAYER 01, 2x FRAMING MEMBER 3/4 RESILIENT WEATHER RESISTIVE SHEATHING STUCCO WRAP HAT CHANNEL BARRIER 4 THICK 3 COAT CEMENT SELF-ADHESIVE FLASHING— — — — — PLASTER WOOD SHEATHING VINYL CASING BEAD WRB LAYER 02, FORTIFIBER C3 COAT CEMENT CORNER BEAD BUILDfWs PAPERR L PLASTER 2 1/2' WRB LAYER 7, 5/8' TYPE 'x' DRYWALL METAL LATH FASTENED TO SHEATHING "I' METAL LATH STUCCO WRAP LLVTEXIURED t PAINTED WOOD &.EATWING , ;-•� B O.C. MAX. FINISH - ` -- }' TNIM 3 COA T CEMENT ! i WRB LAYER 02, FORTIFIBER CK 3 COAT CEMENT }� (2) 2z12 HEADER t'ASTER. ASTER PLASTER . ; BUILDING PAPER N WRB LAYER M, METAL LATH VINYL CORINER BEAD 4' POSITIVE DRAIN "~FP amen STUCCO WRAP6'SELF-ADHERING FLASHING ri } h J' THIGIG, 3 GOAT CEMENT VINYL CASING BEAD NO GAP IN FIELD WOOD SHEATHING i CEXPLODE D EW FOR PLASTER ($wOWN FOR CLARIFICATION OF DRIP 'I CLARITY) SEPARATE ACCESSORIES ONLY) METAL LATH CAP 11D DRIP EDGE WRB LAYER wz, FORTIFIBER INSTALLATION BUILDIWx PAPER WINDOW FLANGE WRBL WOOD CCNBTRUGITON 14A CORNER BEAD I(& FRAME BT�Q WRAP ; WEATHER RESISTIVE BARRIER -1 z 1/2' CORNER BEAD WRB LAYER 4, FORTIFIBER •' ' aysD:v. as Los: ABBOTT PARK LOT #31 BLK #9 10 Da =# 04181.000-31091 awD 3EAB "1504- ALLE)C 0AAA0Z 91WIN is RIGHT PAD& WALL ASSEMBLY DETAILS 160 MPH EXP. C WEATHER RESISTIVE (FASTENER 4 SPACING ® 71' O.C.) BUILDING PAPER - BARRIER 4 METAL LATH i VINYL CASING BEAD }' THICK 3 GOAT CEMENT PLASTER i' THICK 3 COAT CEMENT 5/8' TYPE 'x' DRYWALL METAL LATH PLASTER FINISH WwxtuRED t PANTED WOOD SHEATHING 6'SELF-ADHERING ' 1 } THICK 3 COAT CEMENT HEADER/BEAM CMU FLASHING PLASTER ' VINYL CORP. 4' 1/2' THICK, 2 COAT CEMENT DRIP CAP • NO VINYL CORNER BEAD POSITIVE DRAIN PLASTER APPLIED ucEa arxcn DIRECTLY TO MASONRY WINDOW FLANGE Pam' Ol VINYL CABMG BEAD NO GAP IN FIELD DATA /19 /21 (SHOWN FOR CLARIFICATION OF ISCALI.` 1/4"=1'-0" SEPARATE ACCESSORIES ONLY) 14 B CORNER BEAD Ca? BLOCK 15 B C AS ING BEAD ® WINDOW sHmm 11 RIP EDGE INSTALLATION ( FRAME, NO BANDS WA3 WOOD SHEATWMG 'WRIB LAYER 9, STUCCO WRAP — ' WRB LAYER •2, FORTIFISER BUILDING PAPER —. METAL LATH d' THICK, 3 COAT CEMENT PLASTER FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE SHEATHING WRB LAYER 01, i STUCCO WRAP i WRB LAYER 02, FORTIF15ER BUILDINCs PAPER ' METAL LATH J' THICK, 3 COAT CEMENT fEXPLODED VIEW fOR PLASTER CLARITY) WRB LAYER 9, STUCCO WRAP WRB LAYER Q, FORTIFIBER BUILDING PA7:�__ METALLATH THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING WINDOW FLANGE CASING BEAD ® WINDOW 15 C ( FRAME, W/BAND) WOOD SHEA METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD WOOD SHEATHING Y1 GAP TrP CASING BEAD IX TRIM MEMBER To TRRT • STUCCO TO SIDING TRANSITION SIDING C 3 COAT CEMENT ER LATH WRB LAYER 4, FORT FIBER BUILDING PAPER WOOD SHEATHING �-We.= LATCK, WRB LAYER 9, STUCCO WRAP STUCCO WRAP CASING BEAD &' SELF-ADNEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) a OO rr WEATWER 11EWrVE SARItlER , WATFM I-E618tIVEBAFtRAM —� WI TF"14 LAl� sE)MG---, STARTER STF6P--w GALVfl METAL W PLASWMG WOGD �MEMBER / \ / lM MEIN TRM MEMBER I _ R CLAP UACAULKING OR APPROVED 6EALANT SIDING TO STUCCO ® BLOCK TO FRAME ,�1 TRANSITION 1 O RESIsrWE , RE6I6TWE a NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01 BEYOND WRAP �BARPOER , RBT EAIIESISTIVE t WRB LAYER 02, FORTIRBER Xx TFEVEaLL�a1OF BUILDING PAPERMETAL LATH �EISTUCCO STARt6TIOP 8" THICK, 3 COAT CEMENT (EXPLODED vIEW FOR PLASTER •T P '0 METTAL— CLARITY) I xs 6MIlLATEG uDD TRn MEMeeI CASING BEAD @ RAISED 17 A BAND ( FRAME) SCALE: 1 1/2' = i'-O' B �EIFLEXIBLE ROO Ei P`"` RAeW�ar,-�� YEATWER eAIOOER BAPMWER THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME ,( / WRB LAYER "Z, FORTIFIBER TV BUILDING PAPER 1 E-Z BEAD VINYL CASING 6 (Wl%' FLEXIBLE PVC BACKER ROD) r —WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY --------------------------------------------------- i __ __ __ - __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ - Y♦' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH YEATFER FE"TWE \ &'Ojqpmm -1 TO LAP ABOVE TOP �\ 'P oP FLA6WRIG I .V uEAT1EIe REeI6TWE \ � BARRIER, I'E6roTWe \ /WEATNER CARRIERGALVV METAL \ OF 7' PLASWM6 ` \ WOODGrUATMEMBER� \ / L •SELF-ADWERlG PLA64M dAP \\� OR MPRO EDWSEA WATWER RESISTIVE SA OBER , SIDING TO STUCCO '—� 6TIve ® FRAME TO FRAME 19 TRANSITION WINDOW FRAME WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 1 I &' WIDE PEEL 4 STICK OVER FLANGE ; WINDOW FLANGE ; E-Z BEAD VINYL CASING ' 2X FRAMING (WIV FLEXIBLE PVC BACKER ROD) I MEMBER APPLY FULL BED OF SEALANT BETWEEN J BUILDING FLANGE 4 BUILDING WRAP WRAP --------------------------------------------- —--------------------------- ---------------------- ( E BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/I6' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N.RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA 0: 0003325 J h Y h k� 6 a c F o s IA ulwivBBOTT PARK LOT #31 BLK 9 0 1B 000-31091 MDDM- 3EAB "1504—AU.EX" GARAGE EMMO: RIGHT PAOE: WALL ASSEMBLY DETAILS 160 MPH EXP. C n � 01/19/21 9CALlft 1/4"-1'-0" WA4 1 1 1 I 1 1 1 \ —2x6 SUB-BANb W/I'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK —DRIP EDGE �\ 1\ --1/0' TEXTURED I \ FINISH ® WOOD 1 \\ 1/2' TEXTURED \ FINISH a CMU / \ 1 \ —METAL FASCIA \\ WRAP Ya' FROM \ STUCCO, 1' FROM \\ WOOD WALL \ ^ EXTERIOR WALL \\ (FRAME OR CMU) \ .\ NOTE_ NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION ®PLAN A METAL FASCIA WRAP 2X& Slb OAI, �n ©FLAN B —ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) \ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) - 'I/S' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH is CMU -2x6 SUB -BAND W/I'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL -ljV TEXTURED FMISN • WOOD V2' TEXTURED FMISH GMU x x x x - -METAL LATH x x x x x .WOOD SNEAT14WS x x x x x x OR CP 11 -WR8 LAYER tl, x x x x x x I STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x -WRB LAYER 4, FORTIFIBER x x x x x x x x x x x x x l3UIL0MG PAPER (FRAME ONLY) x x x x x x x x x x x i -RooFMG cErENT x x x x x x x x x x -DRIP EDGE x x x x x x x x x x x x x x x x x x -METAL MCK OUT x x x x x x ,I SUB BAND DETAIL ® WALL x x x x x x x x x x x x x x x x x ...... '. PRE-ENG'D TRUSS TO BE CUT a x x x x x x x x x x x x x x x x x x x x x j WALL LINE TO AVOID CONTACT x x x x x x x x x x x W/TEXTURED FINISH x x x x x x x x x x 2'x4'x4'-O' x x x x x x x x x x SCABBED TO TRUSS x x x x x x x x W/12d NAILS 6'-S' x x x x x O.C. MAX. x 2x SUB -BAND W/%'x4' NOTCH ® END I METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL R WALL WWKICK— OUTOUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH is END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY �ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/14'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY /I 1441 N.RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77441078 FAX 407-7744078 www.abdosigngroup•� AA S: 0003325 q i r Y q a � as OUBDIV 41e LOT ABBOTT PARK LOT #31 BLK #9 PnoJscT,� 04181.000-31091 IWDI"- 3EAB "1504— ALLEX" GAtRAGM sMMO., RIGHT PAGM WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH FV. C FOUNDATION NOTES SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS Bxe W" -'.4 OVER GENERAL 3 1.- 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 TEA 8• SEE PLAN 8' - 1 # s (.)0.4• TE-2 12' SEE PLAN 10' - s _ (+)0•-0• FM-12x18 12" CONTINUOUS 18• - 2 - (+)0'-0• FMC-12x18 12' CONTINUOUS I - (2)#6s VARIES F1-24X24 24- 24• 12' (2) W. (2) #Ss O.C. MAX TYP. U.N.O. W `O TOP OF FM-12X18 FMC-12X,8 °Q 0 °1 SLAB � - I 2 _ i 1A 4 I 4' CONC. SLAB � � I I 71/2' � 9 ov u0 °J iD W rI N 1 1A 1.1 L1 N SLOPE 2� 5 LLI FM-12X18 4" PVC CHASE) `�; ��_ r-6• ,a'-z• q N I z �14 1 A0_O LF�' FMG72X ;oI PR p OF SLAB Nm — TE2 4• CONIC. SLAB 44'-10' IX 12'-10' Y o a � ILL -31/2' x IN FM-12X78 -i e 4 I " 0 0 � r- ----- o ILL a T$ OP OF XI o I ^ m SLAB 1/2 m ) SLOPE — o EXTEND LL PER L F M -12 X t 8 SLAB 1 1/2' 19 co ------.J Y Y f M -12 X 18 — — — — — — — — — — — — — — — — — — — — — — — — — — — FM-12X18 4'-8• 14'-0' 18' 3' FOUNDATION PLAN SCALE: 1/4 = 1'-0• 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0•. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-Y-0', SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATES #5 BAR, ISINDICATIES #6 BAR,■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. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER s OF SLAB SUPPORTED 3'-0' O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 3127W PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.eom AA #: 0003326 14 lip �a b BUSDIV. A# LOT: ABBOTT PARK LOT #31 BLK #9 PROJECT/1 04181.000-31091 MODEL: 3EAB "1504— ALLEX" GARAGE 81C MG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C ,30. MIN. EACH WAY 4-i MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED — CELL SEE PLAN FOR SIZE AND < d CELL SEE PLAN FOR SIZE AND �s•— jfr a p }}a ¢ C SPACING REQUIREMENTS < w m SPACING REQUIREMENTS 1 ''� 1a �c /�_ GARAGE DOOR m W 00 U w • w^ RECESS • a0/ ¢a Q (a6• � FM gj ¢O Z 6' CMU WALL O CMU WALL I , ,1 CORNER BARS, SAME SIZE AS LARGER BAR Lu w B` m z +- d • el 1 IN FOUNDATION WITH 30' LEG EACH d J w = m +-d-0' TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I .,, "I SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB -yam• VARIE MATCH AMOUNT OF CONTINUOUS BARS I • �I CURB FOR EXT. PORCH SLAB W/ 1/2' ISOLATION •+ SEE SLAB SCHEDULE BAR SIZE 488AR DIA. 4' CHAMFER (I -STORY) #3 ,8' - EXT. PORCH SLAB - SEE SLAB SCHEDULE TOP OF GARAGE 4' CHAMFER . I ILL CONTINUOUS STEEL MONOLITHIC • FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET r' AT ELEV: '0• JOINT (WHERE ♦ '. ♦ 6' CHAMFER (2-STORY) #4 24•„� W/ 1/2' ISOLATION (I -STORY) 6' CHAMFER (2STORY) .: o' AP LE) z SEE SCHEDULE #5 3d JOINT (WHERE '. i- i EE SCHEDULE FOR WxD, BAR SIZE APPLK;ABLE) Z ° FOR WxD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING N #6 AND BAR QUANTITY 42• N AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LIND EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE: 3/4'=,•-0' L @ GARAGE SCALE: 3/4'=i'-0' CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4'=7'-0' SCALE: 3/4'=T-0' (1) #5 REBAR VERTICALLY W/ CONC. U 4 POURED CELL LAP TOP PLATE A MIN. OF 46' -� In [LNAILS, m 6• CMU AND NAIL W/ 16d COMMON 2-ROWS, 4' O/C BTM. VERIFY HEIGHT Q a #4 REBAR 024' O.C. ®CENTER OF LAP TO OCCUR OVER STUD OF WALL WI PLAN m g SLAB Z Q� 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z ¢ 2E ¢ w w WALL W/SYP e (7 >O O r5' Wp a I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ SPACING. SINGLE PLATE U 1 I > m NEW REINF. BAR BTM. 1/2W WEDGE ANCHOR W/ 2' ¢ a SECURED W/2- PART g BE PT. PROVIDE DSL- TOP WASHER SET IN HIGH STRENGTH PLATE 2' CAPPED GALVANIZED PIPE a EPDXY. MIN. EMBED Q 6, UNO EPDXY 5-1/2' EMBED. MIN, 0 16' OC SIMPSON SPH4 OR SPH6 MAX. W�ANGE ®BASE FOLLOW ALL MANF. BTM AND TOP PLATE ' CONC., REINF, W/ _ ¢ SPECIFICATIONS FOR u Q ANCHORS W/ 10d x 1 1/2' m ~ 8 k6' #70 W WM ON = m USE AND I COMMON NAILS FILL ALL m S 6-MIL POLY ETHYLENE H m PREPARATION OF • HOLES, DO NOT USE tOtl W w VAPOR BARRIER ON -0' I Z ¢ HOLE. x 3' ¢ SEE SLAB SCHEDULE _ < . WELL -COMPACTED I SECURE FLANGE TO Q x > CLEAN FILL TERMITE SLAB W/(4) 1/4' X 2 1/4' p O-} +- 0'-0' > ¢ TREATMENT SHALL BE TAPCONS e- TOP OF SLAB ... BORA-CARE ee P (2) CONT. #4 REBAR 4' CHAMFER (I -STORY) f 6-CHAMFER(2-STORY) ' (2) #5 REBAR ON CHAIRS ♦• •. :r ¢ 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. SEE SCHEDULE 12' MIN. DEPTH INTO W >O COMPACTED SOIL FOR WxD, BAR SIZE VIRGIN OR ENGINEERED SOIL AND BAR QUANTITY SLAB HEIGHT LESS THAN 3`6' CoU PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD FOUNDATION SCALE:34'=1'-0' 5 (DMM20NOLITHIC W/ UPLI FOOTING W/ BLOCK WALL SCALE:34'=1'-0' SCALE: 3/4'=1'-0• 1 A SCALE: 3/4'=V-0• LAP TOP PLATE A MIN. OF 48' --�� AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4- O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 46' LAP TO OCCUR OVER STUD _ OF WALL W/ PLAN AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4' 0/C BTM. STEEL REINFORCING IN GROUTED 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE PROVIDE BLOCKING LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING OF WALL W/ PLAN PROVIDE BLOCKING CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z BTM. PLATE TO BE PT, WALL W/ SYP No 2 STUDS SEE f PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO Q ^ } SLAB W/tOd MASONRY BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL p ¢ NAIL'II 0/C STAGGERED. 16' O/C STAGGERED. Q W _ Jv ADDITIONALETAL DDI IO ADDITIONAL METAL m U TORS NOT CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO ¢ y dl UPLIFT IS PRESENT. UPLIFT IS PRESENT. O 6' CMU WALL W a: m Z POURED LINTEL CONT. (TYP.) SEE SLAB SCHEDULE ¢ _ +- 0'-0' e• CMU FILLED CELL (TYP.) •+"' ¢ SEE SLAB SCHEDULE _ '_ - ,:. . ° TOP OF SLAB +- d-0' I, 2X WALL FRAMING TOP OF SLAB +- 0'-0•EE SLAB SCHEDULE 1/2' DIA. SIMPSON ST132 BOLTS 5' TOP OF SLAB °° Z — ♦ MINIMUM EMBEDMENT INTO g _ 'ISOLATED' COLUMN PAD GROUTED CELL, 4'FROM ENDS AND •POURED °CENTERED UNDER WALL AND 16. O.C. VERTICALLY MAX MONOLITHICALLY WITH 7=AND FOUNDATION AND SLAB SEE SCHEDULE -° SEE SCHEDULE DULE FOR WxD, BAR SIZE ..3 FOR WxD, BAR SIZE AR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY UANTITY INTERIOR CURB FOUNDATION WOOD WALL 8 INTERIOR FOUNDATION WOOD WALL SCALE:3/4'=7'-0' (NO UPLIFT)11 COMBINED EXTERIOR MONO- FOOTING AND COL. PAD 10 INTERIOR FRAME BRIG WALL TO JAN BLOCK WALL CONNECTION ( • ' / SCALE: 3/4'=7'-0' SCALE: W4'=7'-0' ii N. RONALD REAGAN BL LONGWOOD, FL 327W PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.eom AA #: 0003325 F V q A7 14 a C as fA UBDIV. ac LOT: BBOTT PARK LOT #31 BLK #9 PROJECT# 04181.000-31091 MODEL: 3EAB "1504- ALLEX" GARAGE 8W5iC RIGHT PAGE: DETAILS 160 PH EN. C 2021 L \O'. NO W723 I Dnnrr 01/19/21 SCALE: 1/4"=1'—O" BFIEET S1.1A STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Z SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED MIN. 10" EAD W/ 1" NOSE d " i CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS o > 8' CMU WALL PAVERS #4 REBAR (TYP.) a t w y ¢ a O > 8' CMU WALL OF TO— p OF SLABS -- TOP SLABS ¢ ¢ SEE SLAB SCHEDULE m v Z g 112' RADIUS OR O 6 O SEE SLAB SCHEDULE y nz w O - CHAMFER ° ° .a . TOP OF SLAB I SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY W ¢ w �` _ z ) w O2 ° � - t . "`• ° . > •� 1 • •P^ •-SEE SCHEDULE °o U EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 1 2 3 4 AT ALL PAVER AREAS SCALE: 7/2'=1'-0' SCALE: 1l2'=1'-0' SCALE: 3/4'=7'-0' SCALE: 3/4'=1'-0' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4' OH: BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING g STEEL REINFORCING IN GROUTED WALL W/ SYP No 2 STUDS SEE a CELL SEE PLAN FOR SIZE AND PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO SLAB W/ o SPACING REQUIREMENTS BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE 1/2'xW WEDGE ANCHOR W/ 2' Q w m WASHER SET IN HIGH STRENGTH EPDXY 5-1/2' EMBED. MIN. 0 16' U -1 SIMPSON SPH4 OR SPH6 OC MAX. Q N e' CMU WALL BTM AND TOP PLATE U m ANCHORS W/ 10d x 1 12' o +. 0142' COMMON NAILS FILL ALL TOP OF SLAB 4 - TOP OF SLAB HOLES, DO NOT USE 10d x 3' SEE SLAB SCHEDULE Ir SEE SLAB SCHEDULE BAR SIZE 4B BAR DIA. +- 0'-0' EXT. PORCH SLAB 4' CHAMFER (1-STORY) OU TOP Of SLAB -°• W/ 1/2' ISOLATION < 6' CHAMFER (2-STORY) 18, •� JOINT (WHERE A4 246 ° °•-• APPLICABLE) z MATCH STEEL #5 30' - 6' PVC CHASE f --i� REINFORCEMENT PER SCHEDULE 06 36' e' PVC CHASE THRU FOOTING SEE SCHEDULE THRU FOOTING #7 1. FOR WxD, BAR SIZE MATCH STEEL AND BAR QUANTITY SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE INTERIOR FOUNDATION WOOD WALL THRU FOOTING 5 BDALE. &4•_,-0• (W/ UPLIFT) 6 SCALE: 34'=1'-0' J 1 N. RONALD REAGAN BL LONGWOOD, FL 32760 PH: 407-7748078 FAX: 407-7744078 W wwAbdB8{g11BroVP.COR1 AA #: 0003325 y a � y� yyQQ11 � � Z 4A lu 2 IA UnDIV. a IAT: BBOTT PARK LOT #31 BLK 9 MJ=TL/ 04181.000-31091 MODEI A 3EAB "1504- ALLEX" GARAGE 8`111IINO: RIGHT PAGE: DETAILS 160 PH E . C �l 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 56'4' 48'-0' 'I.,.• 39'4° 32'-8' 28'-0' 24'4' 12'fi" 'v 4 4 � v 4 fV V 4 M po Ell LA IL-1 6'-0 26'-0• 33'4' 3T-0' 43'4• DOWEL PLAN JA SCALE: 1/4 = V-0• 4 aysarv. ac :.o'r. ABBOTT PARK LOT #31 BLK 9 PROJECTI/ 04181.000-31091 MODEL• 3EAB "1504- ALLEX" GwawcsE awn�G: RIGHT PAGE: DOWEL PLAN 160 H ER. C TIE VERTICAL RESAR /�-O ONAL HOOK ROUTED BOND BEAM TIE VERTK;AL REBAR � VARIES PER ELEV. TO HORIZONTAL RESAR W/ f0' HOOK Z ° - 9. _ a q GROUTED BOND BEAM £i — VARIES PER ELEV. ° Z q 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 • i`eF g a FAX 407-7744078 www.abdesigngroup.com 4 0 � A5 BARS cr m v m ■ 8' 10' HOOK m _a a • -• �.,_ �1a. _• q a 0 Q CLEAN OUT REQUIRED FOR INSPECTION O m ma' 0'-0' FIN. FLR. TIE ERTICAL mFo ID i `0. O -��,53 M TO HORIZONTALAL • q REBAR W/ 10' HOOK /�1� -L 1 •_O• g a q. OI I MEIN Jj 6: ti BAR SIZEI 48 BAR DI0.�c Z W 03 18' CMU UNIT DIMENSIONS O #5 Q 24- ARE NOMINAL SIZES x6 36' OFFSET METHOD CONTINUOUS BARSIZE 488ARDIA kT 42' METHOD « 24' a MASONRY SYMBOLS HORIZONTAUVERTICAL HORIZONTAUVERTICAL #5 30' 3 SCALE: 3/4'=7'-0' RRCING �1 REINFORCING 42- SCALEEINFO' L SCALE: 3/4'=1'•0' Frr-k-;-t Z g STEEL REINFORCING IN GROUTED ¢ a CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS Q mW ym J 0 Z 8• CMU WALL TOP OF SLAB q TOP OF SLAB SEE SLAB SCHEDULE Z W 'q EXT. PORCH SLAB 4' CHAMFER (1SBAR SIZE 48 BAR DIA > -STORY) p3 18' OU q W/ 1/2' ISOLATION 6- CHAMFER (2STORY) JOINT (WHERE N4 1. APPLICABLE) Z MATCH STEEL q5 30' e•PVC CHASE REINFORCEMENT 3. PER SCHEDULE 6' PVC CHASE THRU FOOTING THRU FOOTING p7 42' ammm aLo p ABBOTT PARK LOT #31 BLK #9 PROJECTp 04181.000-31091 MODEL- 3EAB 1504— ALLEX" GARAGE SIVMG: RIGHT PAGE: DETAILS 160 PH EXP. C MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE cz AND BAR QUANTITY PVC CHASE THRU FOOTING JANLUL 4 SCALE: 3/4'=1'-0' D � 01/19/21 SCAXX- 1/4"=1'-0" SHEET jl s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x i 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. S. 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 (41. 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 V-W, FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION PO SIZE WkFI REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3OW I ex8 (1)Y5 WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES --------- —--- ------------------ m—T/ --------------- ----- S---- 8F76-iT/ WOB 1 1 ♦♦ 1 1 ♦ 1 ♦ 1 ♦ 1 ♦,`♦ ca ; a ♦♦ — ; cog( 1 ♦ ♦ `♦ I I �� yr� 1 1 ♦♦ I r--T1l0� I I 1 �^LLy 1 L_J 1 oz 1 CD 1 m> 1 `♦` 1 In 1 --------------------------------------------- ---------- i I 1 1 � 1 1 ♦ 1 i 1 1 Opp m 1 co ig i ' UNO PROVIDE B61 �Q WHERE ROOF TRUSSES 7 17 BEAR. TOP OF' ¢ 1T 40 EL. 8'-0' UNO 1 0 i 8F16-1T/OM/OB -------- 8F16-1T/OM/08 8 1OF1 / ---------------------------------------------------------- ---------- 8F16-lT/OWOB ------- r-o LIFT BEAM PLAN SCALE: 1/4" = V-O" JAN 2 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.com AA 8: 0003325 Y 14 � a -4 Lu c I@ yy Z W�U sXMDIae T: ABBOTT PARK LOT #31 BLK 9 PV LO ROJECT* 04181.000-31091 MODELa 3EAB "1504— ALLE)(" GARAGE SWWO: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 PH EXP. C #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4'=1'-0' NOTES TO THE INSPECTOR/CONTRACTOR TYP.8'x8' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m tom' 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE HE REQUIRED BEARING �r 8" �t �OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN HE LAST t#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'xt6' ;p CCURSE 5. LOF BOND BD THE EAAM IS OMITTED AND A E BOND BEAM COINCUN EL S PLACED. THE STTEEE WITH A LINTEL THE OM BOND BEAM ^ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / TOP OF THE LINTEL. I- B„ (- / A\N'�0 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS HN 16' DEEP. P 8X18 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM •\O EACH COURSE \�lQ 8.8 BOND BEAM TOP OF • � � W/ (1) #5 BAR Ai BOND BEAM ! GROUT GROUT SOLID FROM TOP I .\\aQ U = UNFILLED NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 6-1 T/1 �/c 8x8 PRE -CAST CONCRETE HEIGHT #O #5F 'S,TOP LENGTHLINTEL WOF BARB WIDTH OF MASONRY Q OPENING - 2' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE �, 2 BEAM DESIGNATION THAT XFXX- 1T11 W08 INDICATES A DOUBLE BOND BEAM #OF#VS, BOTTOM 8x8 PRE -CAST CONCRETE AND XFXX - tlA LUDB IND GATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Lt) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - iT/IWOB INDCATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX-1T/OM,OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3) 1-3/16 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW NT 1 E.300 MIN EAND SINGLE BOND BEAM 1/4') a FROM EACH END AT LOWER ELEVATION t8' O.C. MAX. MIN 1-1/4' EMBEDMENT #5 BAR BENT AS SHOWN 2X6 (MIN 2 X 3) 2-3116 TAPCON PRE -CAST ."Q 14. OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4') 8' 'v SLOPE FROM EACH END AND 18' 1 O.C. MAX. MIN 1-114' a 2 m EMBEDMENT 4 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BE SIZE .300 MIN EMBEDMENT t 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4') 8' FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA. END VCMU BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION � CORNER BARS /�,� YSCALE :11/2,=1,-D" ARCHWAY FRAMING DETAILS AT CORNER STEP 5 3 SCALE:34'=1'-0" SCALE: 3/4'=1'-0' PROVIDE 3' DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. i > I SINGLE#5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF � P FILLED CELL BOND. BEAM 0 II I II II I� JAN 2 8.8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4'=1'-0' SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4'=1'-0' -IN ' N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7741078 www.abdesigngroup.eom AA 9: 0003325 tl0. i q w r O a sVHDm A# LOT: ABBOTT PARK LOT #31 BLK #9 PROJECT# 04181.000-31091 MODEL: 3EAB "1504- ALLEX" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C [D'An=: 01/19/21CALE: 1/4"=1'-0" IEMET S2.1A "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 BB-0B 1B-lT 1T 1T1o8 1T)W -1T TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 1IT a16-IT 8204T 81z4-IT 8I28-IT 8132-1T 818 le t6.tv1 tTn l7n 1Tr1 -1T11 &s-zr a18-2r vn-2T 8121-2T man a32-2T 3'�' PRECAST 1436 952 3114 4217 5321 6426 7531 3' 8' PRECAST m 1024 3'�' PRECAST Im 3524 4394 5283 0132 7001 2465 8113 6185 7708 9031 10000 1588 3524 4394 5269 8132 7001 W-(r PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0' PRECAST 514 763 4'4• PRECAST 1383 3060 3815 4570 5325 W79 1961 6113 7192 6524 7627 8751 1383 3060 3615 4570 5325 am 4'-8' PRECAST 819 533 1770 24M 3033 3666 4300 4'4" PRECAST 398 591 4'4• PRECAST 1207 2582 3375 4043 4711 5m 1625 5743 7547 6752 6541 7505 1207 2707 3375 4043 4711 5379 5' 4• PRECAST 931 1247 1909 2580 3123 3696 4249 Ste' PRECAST 411 411 5�• PRECAST 1016 Iwo 2374 29" 3513 4064 1319 44M 7196 7342 am am 1010 22M 208 3399 3961 4064 V-10" PRECAST 817 1024 1631 2090 2549 30D9 3470 5'-10' PRECAST 340 338 5-10' PRECAST 909 1499 1071 2443 2016 3367 1161 36M 5877 6036 6548 5776 on 2060 2593 3107 300 4133 B'$• PRECAST 1139 3227 3031 3707 4383 5061 B'$• PRECAST 41D 721 8'-6' PRECAST 835 1201 1578 1955 2332 2700 1139 3227 45M 7054 10000 e825 835 186E 2329 z790 3251 3712 T 6" PRECAST 570 938 2498 2205 28M 3191 9885 T $' PRECAST 303 534 T$" PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4804 7067 6472 727 1824 2025 2426 28z7 3228 9'-4 PRECAST 428 633 1593 2204 2481 2618 2621 ��' PRECAST 192 384 9�' PRECAST 454 586 767 948 1120 1310 630 1874 2296 3061 4009 4899 S72 1318 1643 Im 2164 2519 10 6' PRECAST 38g 487 1247 1707 1904 2163 2028 10-0' PRECAST 151 301 10 8" T 356 488 612 755 899 1042 550 1407 lou 2781 3222 3784 5D4 1180 1472 1763 1710 1989 11'�4' PRECAST 330 644 1312 1742 2252 26M 3830 111-I• PRECAST 132 417 11 4" PRECAST 430 406 $30 653 m 872 544 1312 1742 2252 2888 3562 488 1042 1372 1643 1470 1710 124• PRECAST 308 5D7 1210 1506 2048 2586 Mel 12'-W PRECAST 111 370 17-0' PRECAST 383 366 476 557 BBB 783 507 1210 ism 2046 2586 3171 440 940 1300 1560 1314 1476 13'-' PRECAST 270 433 1045 1305 1732 2167 2535 IY-4" PRECAST 82 298 13'-4• PRECAST 308 303 393 484 575 645 au 1045 t985 Im 2316 2605 398 780 1057 1312 lml 1203 14'-0' PRECAST 254 388 978 1272 ism lose Zug279 14'-0' PRECAST 71 293 14' 0' PRECAST 278 300 443 626 Bog 390 978 1272 Iwo low 23� 378 717 961 1 1192 975 1133 IN-W PRESTRESSED N.R. NR NR NR NR NR NR 14'$' PRESTRESSED N.R. 283 W4r PRESTRESSED 239 422 am on 746 855 468 1079 1429 1824 2277 2712 246 063 980 1237 1474 1715 15-41" PRESTRESSED N.F;L NR NR NR NR NR NR PRESTRESSED N.R. 252 15'-4' PRESTRESSED 224 387 464 674 684 m 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1672 4' PRESTRESSED N.R NR NR NR NR NR NR 1T�' PRESTRESSED N.R.183 1T�' PRESTRESSED 197 325 385 461 507 ow1T 300 856 1121 1413 1739 2W7 102 506 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4' PRESTRESSED N.R. 148 19'-1' PRESTRESSED In266 348 430 513 595 235 736 959 1200 1487 1716 lee 420 623 Boa 950 1096 21'4' PRESTRESSED N.R. NR NR NR NR NR NR 21'-4' PRESTRESSED N.R. 125 21'4" PRESTRESSED 142 219 306 381 454 527 18o 506 833 1038 1168 1468 142 373 537 690 ale 943 274• PRESTRESSED N.R. NR NR NR NR NR NR 27-0' PRESTRESSED N.R. 116 27-0• PRESTRESSED 137 225 200 359 428 407 165 550 784 992 1203 1381 137 358 513 659 779 900 24'-0' PRESTRESSED N.R.120 NR NR NR NR NR NR 24'-0' PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 245 302 360 418 450 654 824 10u n47 124 319 455 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES* BY QUALITY 2018 EDITION, LOTT'S 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* 19-0130.13 JAN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407-7744078w. wwabdesigngrouD.com AA M: OD03325 y e � o x aunDiv. ae LOT: 44 ABBOTT PARK LOT #31 BLK #9 PROJECTp 04181.000-31091 1[ODSLa 3EAB "1504- AU.EX" GARAGE BMWO: RIGHT PAGM SAFE LOAD TABLES 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2' 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. 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 P8S38, .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: i. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2X6 BTM. CHORD (MN.) 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 I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8- FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4 = 1'-0' JAN 2 & N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.com AA Ah 0003325 V ® 7L i I loll sUHDIV. ae LOT ABBOTT PARK LOT #31 BLK #9 PROJECT# 04181.000-31091 ItODEL• 3EAB "1504— ALLEX" GARAGE SYnNG: RIGHT PAGE: FRAMING PLAN 160 MPH FV. C or BICALE: 1/4"=1'-O" >lHEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 024.O/C, SUBMITSHOP 'ROOF/WALIJFL.00R DRAWINGS FOR REVIEW SHEATHING -(1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE' # 1100 UPLIFT SIMPSON (9)10dx1}'NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1)SIMPSON HETA16 HTSM20 W/1010d TO 2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP A2 2' x 4', TRUSS AND (4) 1/4' x 2 1/4' SHEATHING (12) 16d x 1 } NAILS TO TRUSSeENGINEERED (8) 10d x 1 NAILS TO 6', e' x 4'-O' MAY BE ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE' DBL STRAP, 1 EACH SIDE WRAPS UP AND R GIRDER. PROVIDE 5' W/ 10d NAILS, 2 ROWS, 3' CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE • 1800 UPLIFT (2) SIMPSON -(1) SIMPSON LGT2 GIRDER TIEDOWN WITH A PT SYP 42 2' x 4', EMBEDMENT. USED IN COW UNCTION WITH ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (18) 10d x 3 }• NAILS TO GIRDER ANDNOTE: 8' x 4'-0' MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF (2) SIMPSON HETA16 TRUSS ANCHORS6, W/ 10d NAILS, 2 ROWS, 3- CONNECTOR BLOCK WALL W/701Od TO WITH (12) 16d x 3 }' NAILS TO GIRDERO/C TO FACILITATE ONE TRUSS AND (4) 1/4". 2 1/4' ADDITIONAL PLY MAX. TO TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM tx2, 2z WOOD FASCIAACCOMMODATE TRUSS A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN CONT POURED LINTEL SEE ARCHITECTURALANCHOR REQUIREMENTS. WITH (4) t x 5' TITEN HD TO CMU AND (12) SOS 2x SECURED W/(3)16d }'x2}'TO GIRDER GALV. COMMON NAILS. WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 7X2 SECURED W/ 10d 4'O/C, 1x2, 2x WOOD FASCIA (2)}' x 5' TITEN HD TO CMU AND (18) BOB }' x GALV. COMMON NAILS DRAWINGS SEE ARCHITECTURAL 3'TO GIRDER 12' O/C 2x SECURED W/ (3) 16dL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) }' x 5'TITEN HD TO CMU AND (18) SOS }' x 3' tx2 SECURED W/ 10d MASONRY BOND - SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12' O/C SEE SCHEDULE SOLID, W 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) 2' COVER & 2' 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=U2706 LBS(2 PLY) C ALLOWABLE UPLIFT = OW5 LBS(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a ib is TYPICAL ROOF 3 SCALE: 3 4'=1' 0' GIRDER CONNECTOR(S) 4=1-0 2a 2b 2c 4=,-6 GIRDER CONNECTORS) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAL. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-O- O.C. (AT SHEATHING O'-0' TO 30'-0- (1) -X- BRACE SEAMS) 30'-1- TO 60--0 (3) -X- BRACE SECURE 2x8 PT. PLATE 6'-0" MAX (W/1X4) (1) -X- BRACE @ CENTER TO BLK W/ 112' DIA. OR 10'-0' MAX (WP2X4) CE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32. OC 1x4 DIAGONAL MAX. BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BRACING, SEE P.T. PLATE W/ 12d's 8' PLAN FOR LOCATION STIFFBACK PER O.C. MAX p U YdY MAY NOT BE REQUIRED TRUSSSS ENG) CONT. x4 SECURED W/ 1Dd' (2))tOd's @EACH TRUSS TO BE INSTALLED @ BTM. CHORD OF 10'-(r O.C. MAX. WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. 10 BTM. CHORD BRACING 6'-0' O/C END WALL OR OTHER MAX., OR 20 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0' O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END 6 SCALE: 3/4'=1'-0' PRE-ENG'DTRUSS SCALE: 34'=7'0' THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1/4'D HOLE EDGE >5/8' USED SO LONG AS THEY CONFORM TO THE FOLLOWING HOLEDIAMETER D STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F7 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, F7, AND F2 JAN FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE oll SUBJECT TO Ft AND F2 FORCES. BTM.""----HOLE DIAMETER PLATE <3/5'D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 11 AND BORING LIMITS 8 SCALE: 1 i/2'=1'-D' SCALE:34'=1'-0' i N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdeugngroup.eom AA #: 0003325 h V u � ae o as i sUDDIV. ae Lr 71 ABBOTT PARK LOT #31 BLK #9 PROJECTI/ 04181.000-31091 moaELz 3EAB "1504- ALLEX" GARAGE 8WING: RIGHT PAGE: DETAILS 160 MPH C PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0' O.C. (AT D PRE-ENG'D WOOD SEE SCHED. BELOW ROOFTRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24.O.C. TRUSS NOT SHOWN FOR CLARITY) 0 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE -EN G ROOF TRUSS SECURE 2x6 PT. PLATE TO BILK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8' GYPSUM BOARD OR 1/2' HIGH W/ 1/2' DIA. ANCHOR BOLT W/2' - A-SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH U <990 LEIS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE To 2X8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12ds 8. O.C. MAX GALV. NAILS EA. STRAP 2X4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FLx17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • o- PROVIDE BLOCKING SIMPSON SPH4 OR SPHB BTM 1/2' GYP. WL. BD. O AND TOP PLATE ANCHORS W/ 10d x 1 1/2' COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10d's R EACH FILL1/2'x9' ALL HOLES, DO NOT USE WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH �J TRUSSNUOOD POST CONNECTIONSAN TRUSS TO BE INSTALLED @ 10-0' O.C. MAX. 10dz3' EPDXY 5-1/2' EMBED. MIN. 0 16' 10a 10b 1 0c OC MAX. SCALE: 314'=l'-O' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 ��PosrECT,oN SCALE: 34'=1'-0' < a' . -SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. • ' B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLYSIMPSON VGT/HDU4 U <4565 LEIS VGT TO TRUSS W/ (16) 1/4'x3'SDS, (1) 518" A.T.R. TO HDU4 AND (10) 1/4' X 2 1/2' SDS TO POST TRUSS CONNECTION @ L.B.W. 9a gp F�BLAB�E� SCALE: 3/4'=i'-O' A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 GA 0,335 W/ 518 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <UA 565 W/ 5188' A.B. WITH MIN. 7' EMBEDMENT TO SLAB & (26)16d x 2-1/2' NAILS TO POST. I3 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngmup.com AA N: 0003325 V q F O a� 1��jjyQ�11} C SUBDIV. ae L.OT ABBOTT PARK LOT #31 BLK #9 PROJECT* 04181.000-31091 MoDEL.• 3EAB "1504— ALLEX" GARAGE SITING: RIGHT PAGE: DETAILS %160 MPH W. C OF V GpaLe-Ero r IF � A ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 =18.31 PSF (28.31) ZONE 2 = 31,66 PSF (41.68) ZONE 3 =.,88 PSF (64.88) 'A'= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:'C' RISK CATAGORY: If APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19l32- STRUCTURAL SHEATHING EXP 1140120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 1 W32' STRUCTURAL SHEATHING EXP 1 (4WO).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4' O.C. EDGEWISE 2.4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM IDd RING SHANK, 21/2' 0.131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS PER INCH) RSRS-03 8d RING SHANK, 2 3/8' 0.113 F1667 SCREW SHANK RSRS-01 Eld RING SHANK, PNEUMATIC 2 3/8' 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2' CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND ad RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE 1: 1 Od NAILS M 4' O.C. ON EDGE AND WO .C. IN FIELD 20NE 2e, 2n, 2r: 10d NAILS ®4' O.C. ON EDGE AND 4' O.C. INFIELD ZONE 3,38, 3T: 1 Od NAILS N# 4' O.C. ON EDGE AND 4' O.C. IN FIELD 8d RING SHANK GUN NAILS 0 4' O.C. ,. TOP & BOTTOM EDGES •, m + ' � - RAFI EH UH 1HUSS� ROOF SHEATHING —� MIMMMIS'lill -_—_—- 1' ,. U BUILDING LENGTH, ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE GABLES -DROP GABLE END & (1) ADDT_ DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING IWO.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING 0 16' O,C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 10d RING SHANK GUN NAILS SEE'ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#8 2' DECK SCREWS 0 6'-B' O.C. MAX'* EDGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SWILL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7#1 EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4Y2/602-16 AISI SPECIFICATION FOR THE DESIGN OF COLQFORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL AGGREGATE USED IN CONCRETE SHALL CONFOPM TO ASTMC31C331A MAMMIMAGGREGATE ME SHALL BE 3W. WOOD: TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CIWNFE RED 3W. PROVIDE MAL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER All KABS4N4RWND WHERE INDICATED ON DRAWINGS. SEAMS LIPPED 6INCHES AND SEALED WITH AOHESMETAM FORM -WORK FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST ED(TIOW RECOMMENDED PRACTICE FOR CONCRETE FORKWORK. ALL WOOD FOR BEAMS. BEARING WALLS. SOLE PLATES. TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Po .1100 PSI AND A MODULUS OF ELASTICITY-1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 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 EXCLUSIOM FROM THESE PLANS: MINIMUM NAILING PER FSCR 2020, 71h 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 LUMBERHE ON 714E TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED Bur ARE BY OTRS. SYP NN, THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS 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. WRING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WERE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH Y CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE TUTIOWIL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB-014-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A THICKNESS MANUFACTURED FROM STEEL ANDND TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A816A615M GRADE 4o IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A616 MEETING THE REQUIREMENTS OF AASTMINIMLAM ASTM A, AND M A44&IA146M, GRAADEE A ALL BE HOT -DIPPED GALVANIZED. SHALL GRADE BO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL SENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN. FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METALALATE-CONNECTED-WDOD TRUSS CONSTRUCTION:, AND 'SCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR LIVE LOAD 40 pal AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED -nOn-corla 20 psf TOP CHORD Dt REVIEW TYP, MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 26' #6 BAR - 36' WOOD TRUSSES. 10 pd BTM CHORD-nomm-t 05 BAR - 30' #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF DEAD LOAD DEAD LOAD PROVIDE 36' x 36' CORNER SARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REWIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSVASCE 7 88: 1990 16 p#I TOP CHORD pTOP CHORD (7 p ASPHALT SHINGLES) (1 pet 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 s BTM CHORD patsf BTM CHORD 5 5 THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10paf 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 pd Wes' TRUSSES/GtRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pat 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 WIND: DEAD LOAD SPEFBC R20160 MPH S SECOND GUST (ASCE 7-16 (FBC R202o) EXPOSURE G, RISK CATEGORY Iq INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10ps1, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20pai HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pd, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40paf, GUARDS AND HANDRAILS: 200pd, GUARD IN -FILL COMPONENTS: 60pd, 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: 4ope1, SLEEPING ROOMS: 30p f, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 4OW MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW- 'SPECIFICATION MASONRY STRUCTURES' (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND G WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSSRUBS TO DAUBS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF E TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 FOOTING • TYPE'M' OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED ASOUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTEDTO A DRY DENSITY OF AT LEAST THE SHALL BE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO OAT MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. T 7. TREE ALL A CELLS TO BE FILLED. BE SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER 70 VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE• 97H EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy.36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/ASOOM, GRADE B, Fy . 46 "a STRUCTURAL PIPE SHALL BE ASTM ASWA53M, GRADE B, TYPE E OR S, Fy = 2500 PSI REGULAR WEIGHT FOR FOOTINGS AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS. COLUMNS, AND 5- STRUCTURAL TERRACE SUB ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONfRACTORSWILL SUBMT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE NIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEIENT. CONCRETE SUILP SHALL NOT EXCEEDSN- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COWLYWfTHALLTHE REWIREAENTSOF ACI 3MANDASTMC94K961ORWASURING, MDONG, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL,J-BOLTS ARE TO BE STEEL, ETC. CONCRETETICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SRALL NOT EXCEED 90 MNUTES. IF FOIRANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF TIE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COWL ANCE WITH THE ABOVE. REWIRED CONCRETE COVERAGE REBAR REBSHM BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOI*WTIONS): E FOR CONCRETE EXPOSED TO EARTH ANDARWEATHER 1-1TP FOR � AND SMALLER 2' FOR M AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SUBS, WALLS AND JOISTS 1-1fr FOR SEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APRICATpN 32E SPACa1G fE1ApRx5 APPLICATION 91I£ TTPE 9PACIN3 PFIMfYtS xt TFURRHGTO MA90NRY/GONG. CASEHAP.DENED WIL NAa1tR'LOro. 9.0.t GI,MGE OOOA wJCIL TO NRSONRY,GOro. DN Noll D. TAPCON MISOIHY A9TENER a.� tt2'EMBED.,PEro GIST., t12•E. DIET. 9GDa VAL. E%T. DOOR6 T, SEE NDTEB p9E HARDENED COa 1v OA: S .EIED Wx1DOW4xJOWFASTENED WfOW30NRYl4UNC. MRAGE OOORBIIC� To W90NRYA , t2'OW. W/ Wp9HER E%PANSpNB0.T yr•OO s'EMBED-,'Ero DISH.. 0.9T wWDDW .ASEIUgDE NEO Wa voa wwDOYADWR/PASTEM:D METu aTPAPTo CONTACT THIS ENGINEER FOR SPACING A T, SEE NOTEa 2'LONG, STAGGERED Wro MASONRr.CONC. su3oNRr ICOro. REQUIREMENTS EX1.8WaJ0 DOOR BlKx O�PT,3EEro 6 11w1e91p WgsHEq TAFCON' PASTIER A�QC t12'EMBED, B'ENO. DIST.,112'EDGE DIET. N014BEMING WOOD WALL iO CONC. SLAB 12'• E%PAN9KM a'EMBED, p'END W/WASHER BOLT DIST_,3EDOEO Pi TO STEEL COL., 9Ef STppOERFD • EEDGE 013T.12 1- EEL W&1Cx 0.�,WASHAER A' NCITFA 11. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPUCATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAL, SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6 WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTEROR SWING 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, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.corn AA Y: 0003325 h Aa T o V [tat iLL IA vsDIV. Afl LCT.il BBOTT PARK LOT #31 BLK 9 ROJECT# 04181.000-31091 MODEL: 3EAB "1504- ALLEX" GARAGE SUING: RIGHT PAGE: DETAILS 160 MPH M. C 202 I • — 01/19/21 DATE: 8CALE: 1/4"=1'-( SHEET S N1