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Home My WebLink About8062 Broad Pointe Drv NO No, ro1999- po IB'-m' 21'-9• FIRST FLOOR PLAN SCALE, 1/4' • I'-m' NOTE:2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN I46' (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN V(35mm) THICK, OR 2m-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE • ITS ATTIC AREA BY NOT LESS THAN W02.�mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN �Y'fB1.9mm) TYPE X GYP&-" BOARD OR EQUIVALENT UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 NCH GYPSUM BOARDS. FBCR 2m11 (6TH ED.) 3m2.1 PATIO 0 9 RNANG r-------- of ROOF I I 3m52-SH (2) 3m52-SH ------- I I DIl�O ROOM I — e'-°' LNIlVO - ROOM BROOM I)2 B'-a u.G `? _ I B'•a aG. :r l'-2' 3'-B' 6'-6' 2'-Im' b'•Im' 3'-B' 9'-m' I q 1 1 � r2) 2mbB 'v I 1 I POST •` ---IR-ISI•I --- II 1 n lO vlc RTl'CFB�t ter' clv BATH TUB/ I e-aCLG Iq . � ;� I'^ 3_m. 2_B, B,_m, I .9 4,_m, 3,_B, g,_4, 3,_4, g,_B, 3' � a � ;r � m v REF STAIR DATA 2m MN. p 15 RISER � TID5' 3-SW - H• TREADS . Im' BOLLARD AS REQ. PER BLDG. II �B CODE IU PLEX °III s 5'-°• C,LG. III �' III FOYBR 6'-°' U.G. `P GARAGE B•a cLG. � o w m s rrlti aaraert wo aJIooNB we Lo+loe 811.E wo aanall� ROB a aeoolo aum aFa�oe eolwE � eorrNrleolw8 B3W118 MOTB'E FOOM� MIN. WINDOW � 5 31/-5m CRITERIA EXTERIOR SWING � 5 36/-41 DR MIN. CRITERIA BCD. MIN. 41 5 34/-49 CRITERIA KmTm O.M.D. 112 5 31>D/-346 BASIC BIND SPEED MPH = 180 (Volt) SQ.FT. CAM'S IBT F.R LIVAdfs I,Ima BQ. Ft. 2PD RR LIVING 1,5m1 8Q. FT. TOTAL Llvlrts 2bm5 SQ. FT. GARAGE 43'i 8Q. FT. PORCH ELEVB'J' 43 SQ. FT. TOTAL ELEv'S 'J' 3Jd88 SQ. FT. 8xi° PATIO 8m 8Q. FT.Jf MASONRY FRAME WALL LEGEND S'-m® L UNA ON PLANS BRG. HGT. VARIES 8' BLOCK WALL UNA ON PLANS INTERIOR 018CS. WALL UNA. ON PLANS 4' INTERIOR O LOAD 616's. WALL UNA. ON PLANS -ALL INTERIOR DOmRB TO BE 6'-8' -ALL EXTERIOR DOORS TO BE UNLESS NOTED OTHERWISE ci A 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL82780 PH: 407-7748078 FAX 407-774d078 wwwsbdeaigngrouP•wm AA #: 0003325 � r avHa>v ae LOT: ABBOTT PARK LOT #1 BLK #8 PROJ>cCT# 04181.000-01083 ecoaEr 4EHB "2605— HAYDEN" aw>Rw018 awaao: RIGHT PAGE: FIRST FLOOR PLAN 80 MPH EXP. DATE: 11/20/19 aHEa'a' Al Cl- r DDL. TOP PLATE M (�>IBDETAIL AR E: IR••I'-0' 9 9 DIM, VARIES ARCH DTL. B SGALE:I/2'.I'-V' 42' K HALF WALL W/ CAP 3/4' T40 SUB FLOOR GLUED 4SC41EWED PER FASTENER SCHEDULE W-4 3/4' 2ND FIN. FLR 8'-0' BIWA. FLOORING SYSTEM ISEE FLOOR FRAMING; SHEET) STAIRS RISERS To CONFOW To FBCR *TM EDITION (20M) MSL TREAD.10' MAX RISER-1 3/4. W*' STAR — MAX vA1tlATKN N RISNlSrt1lADS 116R • Tb4' ADJACENT ro EACH OTHEI! s/i' MAX 15 TREADS 41 VARIATION N ANY RISERRREAD HANDRAIL CIRCULAR CROSS SECTION I TO elE I V4' '• I' NOSING I/4' OR PROVIDE E011iVALENT GRASPAWLITY WNDERS- MIN W WIDE • NARROW END MN. II' WIDTH • 12' FROM NARROW 04D 34' MN HANDRAIL MGT. 'ENCLO ED ACCESSIDLE GRACE UNDER STAIRS SHALL NAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCL06ED SIDE UNTH la' GYPSUM BOARDS. FISCR 302.1. LAYERS OF 3/4' PLYWOOD (2) LAYERS OF 3/4' SUB :OR MATERIAL RIPS FOR TO OF \ \ 3/4' KICK I \ PLATE I' MAX. LNG \ IV, \ MIN. $ STOR. \ \ 3-2xWI SYP 6TRNGER \ REINFORCED WRX4 SPF \ W/COWT. STEAD OF \ SUD-FLOOR ADFEMVE PL-400 OR SHILARE • \ EA HORIZONTAL RUN \ 2 X 4 RE-INFORCING • EA 2 X 12 STRINGER SECURE UMCI OL. uc',-'�STAIR SECTION SCALE:I/2'.I'-0' STRINGER D THICom" AHU EATHNG MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB WITDN S' OF EACH END. 32. or— MAX THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL • 36' AS PER FBCR R311.1.82 W/ 2X4 RE-IPFORCING ar H. 1/2 NOTE: WALL W/ HANDRAIL ENDS SHALL BE CAP RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A �- DIAMETER OF Ii't 2' OR A NONCIRCULAR CROSS SECTION WITH A $ o PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.G. 2011 HANDRAIL SECTION D SCALE: 3/4'.I'-C' r, �] 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 wwwmbdosigng:oup.com AA S: 000332E < Y q F-BUSEIM k EDT: ABBOTT PARK LOT #1 BLK #8 PRonwT* 04181.000-01083 MODZU 4EHB "2605-HAYDEN" GARAGZ BIFMG: RIGHT PAGZ: FLOOR PLAN SECTIONS / DETAILS 60 MPH EXP. DA EL 11/20/19 scALr. 1/4"=1'-0" IS ZZT A1A SECOND FLOOR PLAN SCALE, 1/4 . 1'-m' 1441 N. RONALD REAGAN SL LONGWOOD, FL32750 PH:407-774-6078 FAX 407-7744078 www.abdeslgngroup.00m L AA 0: 0003325 � a3 SLJBDM & I.OT: ABBOTT PARK LOT #1 BLK #8 PROJECT* 04181.000- 01083 MODErj 4EHB "2605-HAYDEN" GARAGE 8WMQ: RIGHT PAGE: SECOND FLOOR PLAN 60 MPH EXP. D—Ta- 11/20/19 SCALE: 1/4"=V-0" SHEET A2 SHINGLE FYPON WX48' DECORATIVE SwTTER OR EQUIVALENT IT'-4' 2ND FLR _ ISE "T. i' RAISED BAND (TYPJ� 2ND FIN. FLR1� 8'-0' Blues. HGT _ • ENTRY 4' RAISED BAND (TYP.) 0'-0' FIN. FLR 11'-4' 2ND BRCa i I I I I I I I 5'-4' 3/4' 2ND FLR FIN. FLR/BF3's. HST. -7 -mod I TYP• I I I I I I I 0'-0' FIN. FLR, m 25'-4' BLDG. HGT -LAP SIDING AS IMF"ISCARD N =j 5AND �- �/ 1 - -ml1 'I�■■ ■■ II1, PlImgmE111nr-11 ��11111 0% FRONT ELEVATION SCALE: V4 . I'-0' TEXTURED FINISH REAR ELEVATION SCALE+ 1/4 . I'-0' TEXTURED FN1 314' 2ND FM. FLR b' RAISED BAND COACH L*HT ,,0'-0' F� IN. FLR FLR QBRG. FKsT. 13 -4' 3/4' 2ND FLR FIN. FLR/BR'.s. HST. A8'-0' GLG. FKsT. -- ,y0 0Y FIN. FLR AREA OFATTIC - 158S SO. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUI RED VENTILATION AREA = 1585/300 - 5.28 VENTI LATION AREA X SCL INCHES PER FT.(144) 760.5 SO.IN, PAN. REQUIRED VENTILATION .5X 760.8 IN UPPER PORTION OF ATTIC = 380.4 SO. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 380.4 /115 TOTALBOF VENTS REQUIRED = 3.30M TOTALPOF VENTS PROVIDED a 4 "AREA OFATTIC IS THE PERINTER OF THE HOUSE, LESSTHE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WA NO OVERHANGSINCWDED V2' THICK 2 COAT CCMENT PLASTER APPLIED DIRECTLY TO MABGTRY ROOM* CEMENT \ PIWASLASS 614M LES OVER -90 PEL'''M1M1M1--�� PAPER ON TAT' aFEATHMG OR \ I/!• CDX PL'I'UIOiOID D aL1 EaED MR\ NMLMG /GFEDULE TOP OF BOND am 2ND FM. RR (PER ELEV.) . LOU-2f P SYP R TOM OR PIE � -@4G'D TRUGG fXS GYP PT LEDGER UV L12W THFO ADED ROD 32. OG 4 WITHIN S' OP EACH PIRZ T/IS' Cae aWATHMG � GUSSET TO Re SECUED TO CFIANJEL FOR GOFRT 2X6 MfflWPtS aV Gd NAILS 3' O.C. • FlRR1ETER TO LEDGER MID (2) IOd'. TO 2"6 JOIST 2'-0• 206 GYP FT LEDGER W/ 112W THREADED ROD 32' OG. 4 WITHIN S' OP EACH END MAX GET IN GR'IPSON HIGH STRENGTH EXPDXY S' MIN EMEIED. OVERHANG DETAIL A SCALE:1/4.I'-& 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774e078 FAX: 407-7744078 www.abdeslgngroup.00m AA N: 0003325 I�I�L��L11 66 1j r� o Y f }d DDD 9 mUIS ae LOT•. ABBOTT PARK LOT #1 BLK #8 PlIOJECT# 04181.000-01083 MODULO 4EHB "2605-HAYDEN" GARAGE SITING: RIGHT PAGE: FRONT & REAR ELEVATION N T„ 60 MPHJ EXP. El DATE: 11/20i19 BOA=: 1/4"=1'-0" 9*vc 'P A3J 1441 N. RONALD REAGAN BL LONGWOOD,FL32780 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 Y iLi 40 40 atMDIV. & LOT ABBOTT PARK LOT #1 BLK #8 PROJECT 04181.000 01083 MODZU 4EHB "2605- HAYDEN" GARAGE avRNG: RIGHT PAGE: RIGHT & LEFT ELEVATION "ill 60 MPH EXP. D = 11/20 19 aCALE: 1/4"=1'-0" a*IEET A4J Ar. J 99 99 20005-4EHB-HAYDEN 4 HOMES G\ 12602 TELECOM OFRIVE, TAMPA, FL 33637 Tt--1= (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 ' TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL 6TH EDITION (2017) :FLORIDA FIRE PREVENTION CODE 6TH EDITION • NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION •ALL LOCAL AND STATE CODES • OCCUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH vBBa=124 MPH •EXPOSURE - C :EXPOSURE RESIDENCE - RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE MFR MANUFAC7IRFR A/C AIR CONDITIONING MIN. MINIMUM ADJ. ADJUSTABLE M.T. MUNTEDIRhSHOLD ALT. ALTERNATE MID.M ETAL D AMP. AMPERAGE MTL METAL BQ BOARn N.T.S. NOT TO SCALE CD. CENTER LINE O.C. ON CENTER CLG. CABINET PL PUSHBTTONE CLG. CEILING P.B. PUSHBUTTON CLR. CLEAR PH PHONE CONC. CONCRETE PLY. PLATE CPT. CARPET PLYWD. PLYWOOD TBE P.T PAR C.I. DRY D. DRYER P.T. PRESSURE TREATED DBL DOUBLE R. RISER D.O DUAL GLAZED RAQ RADIUS ILIA. DIAMETER R.A.G. RETURN AIRGRR,L DIM. DIMENSION REF. REFRIGERATOR DLSP. DISPOSAL RM. ROOM DP. DEEP R.O.ROROUGH OPENING DR. DOOR SC. SOLOCOREFXTDR D.S. DOWNSPOUT S.D. SMOKEDETBCTOR DT . DETAIL S.H. SINGLE HUNG D.W. DISHWASHER SIT. SHEET E. HTHG A. EACH SSHEATHING ELEV. ELEVATION SHWR. SHOWER EQUAL sue,. SIMILAR I.Q. EQUAusr SL SLIDING EXT. EXTERIOR SL.Ci- SLIDING GLASS FGJFX. FIXED GLASS STD. STANDARD RG. FUEL GAS SWS SHEARAl FIN. FINISH SECTION FIR. FLOOR TEMP. TFMPEREDGLASS FLUOR. FLUORESCENT THK. THICK FR DR. FRENCH DOOR T.O.C. TOP OF CURB FIG FOOTING T.O.P. TOP OF PLATE GA, GAUGE T.O.S. TOP OF SLAB GAR. DISP. GARBAGE DISPOSAL TYP TYPICAL G.F1 GROUND -FAULT U.N.O UNLESS NOTED CIRCUIT INTERRUPTER OTHERWISE GL. GLASS Y.P. VAPOR PROOF GYP. BD. GYPSUM BOARD W. WASHER H.B. HOSEBIB W/ WITH N.C. HOLLOW CORE WD. WOOD HOT. OR HT H GDI�T W/H WA ER DOHEATER INS DL INSULATION W.I. WROUGHT IRON ENT. INTERIOR LAV. LAVATORY UM. LUMINOUS M.C. MEDICINECABINET DATE DcscpmmON M/f&/jl 2.gTORYC2UCOYv£RBION ARCHITECTURAL SHEET DESCRIPTION 0/6A9 BID SET ISSUED PG CI -COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AlA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3J—FRONT &REAR ELEVATIONS "J" PG A4J-LEFT &RIGHT ELEVATIONS "J" PG El -FIRST FLOOR ELECTRICAL PLAN N PG E2-SECOND FLOOR ELECTRICAL PLAN-2-STORY PG PI -PLUMBING PLAN PG M1-FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS 02ASO ADDED ELEV. 'J' 4 IC UAT14 SIDING PER MARK 9=8 02a" DID SET RE -ISSUED m4 FOotING REvIBIONS PER l t BOues 06AUD I -JOISTS INCORPORATED INTO MASTER PLAN 06l16/IB CONSTRUCTION DOCU'E]JTS RE•t88UED 0&IVIB ADDED VALLEY FR4P11NG DETAIL, UPDATED DOLLARD DETAIL �� DETAIL- �ADDWG BAR TO BOND BEAM' ADDED t0 SI]A m�'� PLAN • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRAI. AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 03ft% REVISED LINTEL SIZE At FRONT ENTRY DOOR SQ.F'P. CAIIC. S 04/M/15 UPDATED LEDGER BOLT KM 4 SPACING Od/FyIB REVL9ED1-JOIST LAYOUT IST RR LIVING 1104 80. FT. 2ND R.R.RR LIVING. Er01 .9Q. FT. ING o. TOTAL LIV2605 SFT. GARAGE 431 SO. FT. POROH ELEVS •J' 43 SOL FT. TOTAL ELEvB v' 30M =FT. PATIO 80 60. FT. 0,ONy ADDED LED LIGHTS TO KITCIVN 4 9ATHROO•IB PER MARL BOUE9 OV23/19 ADDED STONE OPTION TOELEVATIONS Ys','H','J'4K' STRUCTURAL SHEET DESCRIPTION PG S1-FOUNDATION PLAN PG SI AA -DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FIRST FLOOR FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG 36-ROOF FRAMING PLAN PG SNl-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT of THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROTECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT' A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFCs IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH 407-774,5078 FAX. 407-774-4078 w zbdesgpooup.corn L AA N: 0003325 a 0 iL j aTvsDlcv. at TMN AT: ABBOTT PARK LOT #1 BLK #8 PIROJECTIT 04181.000-01082 MODIM 4EHB "2605— HAYDEN" OAI2AGE EITIMO: RIGHT PAGE: COVER SHEET 60 MPH EXP. SEP, ROLADD A ABOUCWACRA L AR NO 93723 J DATIL. 09/12/19 aCAix: 1/4"=1'-O" aHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) ft EDITION, (2DI7) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 13/8INC HES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13B INCHES THICK, OR 2D4ANUTE 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 V MIN. RIGID ONMETA WC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALLHAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R3026: THE GARAGE SHALLBE SEPARATED FROMTHE 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 /8INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. SM WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ONSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORTAND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'-O' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDINGAND 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 TERMENT 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" Taffm 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) S. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-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 SHALLCOMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFAVALUFLOOR 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. PLIRR]!16 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITH''/:' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 SECTION P26032. EXTEROR WALL COVERROr 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 TABLE R3012(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FR SM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, �T/e' 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,12" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C106312a 3. LATH & ACCESORIES PER ASTM-C-1063-1 to & R703.7.1. ALL STUCCO APPLCATION DETAILS, INCLUDING BUT NOT LIMITED T0: - 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-C1063-11A AND R703.7. FRE REENITANr C01119rRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7, CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / 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 CEILMIGS 1. EXTERIOR CEILING TO BE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 11C TYPE "W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) W' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 4o7-774-407a W ww.abdesigngroup.com AA #: 0003325 0 pp b 9 _LL sumly. k TAT: ABBOTT PARK LOT #1 BLK #8 PT:toJH:CT# 04181.000-01082 acoaa><: 4EHB "2605- HAYDEN" GARAGE swsxo: RIGHT PALM GENERAL NOTES 60 MPH EXP. APC rrECT. FLOFMA Sp 19 PAXAM A ATi0UC1'U1CM Ara NO 9370 _ D TM o&/Iz/la SCA* ". 1/4"=1'-O" sltz= GN PATIO e e RHANG O= ROOF m I--------- ABOVE I 6068 SGD I 'B' (2) 3052-SH 3052- EGRE SS — I 121'-4° 12'-4' 1 e ROOM I a F-W C.G. i LIV1DiG m ROOM — BEI ROOM #2 B'-B' cLG = I $'-V C° T-2' 3'-8' 51-3° 3'-8' 6'-10' V-8' � 1 I I I I } (2) 2068 Posr IR-1914 I I � vlc I 8'$' CLG I I "' II I civ � BATH#1 TUB/ Iq . I I i Im I 9 ae6s 3'-0' 2'-8' W0' I S 4'-0' I 3'-4' 5'-8' 3' o B A 3'-8' S'-4' = $ '^ i- pp ' ARCH 2868 SC STAIR DATA 20 MIR Q 16 RISER s 154' Ij B TREADS • 10, BOLLARD B AS REQ. PER BLDG. 11 CODE III,� FL Eii CN! 9 V-V cLG III m P0YM V-V c4A ;q _ GAUGE e'-e' CL.[r. i0 e III 3068 III W/12' III TRANS 2'-10' 16'-0' -10' — Mti 2 2- e'-a' i 0 8'-8' CLG ® I6•-0' X 1'-0' O.W. I-------------------- FIRST FLOOR PLAN SCALE. 1/4' • P-0' NOTE:2-STORY GYPSUM BOARD OPENIN5s5 BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN 146' (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN IayY35mm) THICK, OR 20-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE t ITS ATTIC AREA BY NOT LESS THAN 112 Y I2.1mm) GYFOMM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL NAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 20n (6TF1 ED.) 302.1 oar�aelr No cLaooalu rio Laos aMwc aND EITOMIE Fnx a eEoolo ovm QIEWW . _ sawn wE mia"mow mum NDM FOCRAIE MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING to 5 36/-41 DR MIN. CRITERIA SaD. MIN. 41 5 34/-43 CRITERIA 16010 OAD. 1 112 5 1 310/-348 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=H, EXP.=C, MEAN ROOF HT. = 23'-0* PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR BTH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. caNnIoLDMEOM" SQ.FT. CAM'S IST FLR LIVWj 1104 SQ. FT. 2ND FLR LIVING 1501 8Q. FT. TOTAL LNING 2605 $Q FT. GARAGE 431 SQ. FT. F+ORCH ELEV'S 'J' 43 SQ. FT. TOTAL ELEV'S W 3086 W. FT. PATIO 80 SQ. FT. MASONRY/FRAME WALL LEGEND S'-8® L UNO ON PLAN BFVm HGT. VARIES 8' BLOCK WALL UNO ON PLAN W-8' Bws. INTERIOR ® BRG. UTALL UNO. CN PLANS 1 4' INTERIOR NON LOAD BRG. WALL LIND. ON FLANS -ALL INTERIOR DOOR$ TO BE 6'-S' -ALL EXTERIOR DOORS TO BE 6'-S' UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774b078 FA%: 407-774-407$ wwwAbdmoigroup.com AA #: 0003325 w � � N 14 stTIMIv. dt LOT: ABBOTT PARK LOT #1 BLK #8 PROJECT# 04181.000-01082 L[ODEL 4EHB "2605— HAYDEN" GARAGE OWING.* RIGHT PAGE: FIRST FLOOR PLAN 60 MPH EXP. D � 09/12/19 SCALE 1/4"=1'-0" >9HEET Al 42' K HALF WALI WA CAP 3N' T40 SUB FLOOR !•LIED a GCFW- D PER FASTENER SCHEDULE I0'-0 3/4. 2ND FM. FLR O LAYERS of 9/4' PLY�71 ODSE3)* TREADS TO STRINGER I I AHU OR fT) LAYERS LT 3/4' 318 3' SCIlYB . E4 FLOOR MATERIAL RIPS R04GER WTHIEADED SHAW SOLID NAILNG EMEND BEYOND THICIOESS SUB -FLOOR SWEAT14NG THE CLEAR SPACE BETWEEN p \ 1 1/2' THE HANDRAIL AND THE WALL MIN SHALL BE NO LESS THAN 1 1/2' �Na eYaTerl H'��'AAS FLOORAS PER FBGR R31I.1B2 (SEE FLOOR \ \ FRAMING SHEET) 42' H. La 4, pQC NOTE: \ WALL V HANDRAIL ENDS SHALL BE \ PLATE NOMAX C,4p RETURNED TO THE WALL OR e ar� EDITM f ro cwfoR I TO FeeR 6nI \ �• TERMINATE INTO A NEWEL MN TREAD•IB' M.ex. R19ER•T 3A4• sn6• STAIR DATA: \ MEy POST, Z MAX VARI4TION N Itl8L9lS/tIiEADa I6R • lb4' ADA ACBJT TO EACH OTTER 3A8' MAX 15 TREADS • S T 0 R . ` J VARIATION N ANY SECTION OAD O OE I IM ND'. I' NOSING41 d GIGIJLAR CROSS SECTION DIA TO SE I V4' \ ••IA4' OR PROVIDE EOWVALENT �IASPABLIrr WNDERS- MN 6' um . 3 2xQ sYP aTluNrrR \ NOTE: 0 NARROW END MN. ° WDTH . Q- • FMCM RBNFORCED WOO 8PF \ z I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A NARROW END 34' MN. HMCRAIL W.T. SIJDR ADHESIVE °1i PL-400Olt SS'SLARE 0 u DIAMETER OF I 't 2' OR A NONCIRCIILAR CROSS SECTION WITH A DIM. VARIES L [.A HORIZONTAL RUN \ '° $ PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND STAIRSSED L WAVE1 ULA SPACE UNDER O aTANtl SHALL HAVE WALLS, UNDER STAIR A LARGEST GROSS SECTION DIMENSION NOT EXCEEDING 2 I/4'. EDGES ** ~ SURFACE AND ANY SOFFITS PROTECTED ON 2 X 4 RE-NFORCING \ m SHALL HAVE A MINIMUM RADIUS OF 1/8'. �q • EA 2 X Q STRNGER \ 2 r THE ENIGLOSED 81DE WITN V!' GYP&J'1 DEL. EIOARDS. FOOR 302.12. SEGUE Wll2d •'-8' OG 77", TOP U FOR 1S RAILIW-i SYSTEM A CONCENTRATED OADDESIGNED OF 2200POUNDS APPLIED IOF� F'LF PLATE 0 0'-0' RSV. FLR M 2x4 A1TAGi•D UV IOd DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE MASONRY NAILS 0 2X4 R.T. SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM SLEEPER INTO SLAB uTNN V STRESSES- PER SECTION 1601.S.1 / F.B.G. 2011 OF EACH END, 32' Or, MAX (A )BAR •DETAIL ARCH DTL. STAIR 05ECTION HANDRAIL SECTION B SCALE. IR'•I'-0' D SCALE:9/4'.I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX:401-774-4078 W .abdimigngmup.wm AA #: 0003325 a o d Z 1aXnM3[V. & LD21 ABBOTT PARK LOT #1 BLK #8 PROJB�T/1 04181.000-01082 MODEi.: 4EHB "2605— HAYDEN" GARAGE 8WD10: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 60 MPH EXP. 0 .A Ae� l►M DAF—PB! IM 09/12/19 ECAL.E: 1/4.=1'-0" splZ : c A1A SECOND FLOOR PLAN SCALE: V4 " P-V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX: 407-7744078 WwW.abdwigngroup.wm AA #: 0003325 ro W o � z Sxnmly. a LOT. ABBOTT PARK LOT #1 BLK #8 PROJECTS 04181.000-01082 HOaEL 4EHB 2605- HAYDEN" GARAGE BMNG: RIGHT PAGE: SECOND FLOOR PLAN 60 MPH EXP. MATE OF FLORDAOF FLOIi�A P 1 019 ROLAND A.AB000HACRA L AR NO 93723 A DRDCT A 09/12/19 SCALE: 1/4"=1'-O" SHEET A2 SHINGLE FYPON IB'X4S' DECORATIVE SHUTTER OR EaUIVALENT 18'4' 2ND FLR., B�R<a HGT r-- 6' RAISED BAND (TYPJ� 10'-0 3/4' _ 2ND FIN. FLR 8'-8' BRG. HGT.. �.— - 4' RAISED BAND (TYPJ 0'-0' FIN. FLR 18'-8' 2N FLR-, B- . I I I I I I II I I 10'-0 3/4' 2ND FLR, I I I 1 I I I I I I FR,L FLRJBRG. HGT. —� 8'-8' GLG. HGT.1, I I I I I I TYP. I I I I I I I I 0'-0' FIN. FLR, I I I I II 26'-8' BLDG. HGT - LAP SIDING AS SPECIFIED 112 (TTPJ g b' TRAM BOARD 6' RAISED AREAOFATnc = ism Sq FT. BAND NET FREE VENTILATION AREA REQUIRED = 1/30D 4' FREI2E REWRED VENTILATION AREA = 15M 1300 ELAND (TYPJ = 5.111 _ FLR. 4 VENTILATION AREA%SQ INCHES PER Fr.(14y PAN. REQUIRED VENTILATION = 7MB Sa IN. 5% 7SU RG. HGT. IN UPPER PORTION OFATTIC -®, FYPGN 18'X62' = 38445Q.IN. DECORATIVE OFF NDCEYENTILATION AREA ]SS SQ IN. PEtVENi SHUTTER OR 3m.4l1ss EaUI VALENT TOTALI OF VENTS REQUIRED 330M TOTAL0 OF VENTS PROVIDED = 4 r } 4' RAISED 'AREA OFATiTC IS THE PERINTTEROFTHE HOUSE, I!'S6TNE DYEIIUlNG 'UMTT BANG) DnrdOROFWAILTO DOEAIOROF WALL, NOOVERHANGSINCWDED FRONT ELEVATION SCAL ' 1/4 . V-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT �g FIF E El E:]E:l E --------------------- 7 1 --------------- - 7 E'E] ------ ------ ------ REAR ELEVATION SCALE. 1/4 . 1'-0' TEXTURED FINI5H _ ,CIO'-0 3/4' 2ND 1 0'-E' CLG. HGT. �— 6' RAISED BAWD OPT. COACH LIGHT 0'-0' FIN. FLR ,�.IS'-8' 2ND FLR - —.0 BRG. HGT. -m• ,�10'-0 3/4' 2ND FLR FIN. FLRJBRG. W.T. 0'-8' CLG. HGT. 0-0' FIN. FLIP 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-1744078 W Ww.abdwigngroupxom AA #: 0003325 C it Z >s><THDIV. Ac IAT: ABBOTT PARK LOT #1 BLK #8 Pitoj=T# 04181.000-01082 MODEL: 4EHB "2605- HAYDEN" OARAOE 811MO: RIGHT PAGE: FRONT & REAR ELEVATION "J" 60 MPH EXP. PAturr 09/12�19 SCALE: 1/4'=1'-0" >!Its= A3J 12 ZI 5� OFF RIDGE VENT MMMMIN IS'-8' 2ND FLR, := FLR _—_—_—_—_ BRG. HGT. 10'-0 342R 10'-0 3/4' 2ND FLR ------------- FIN. F ----------------------------------- -------- HGT. 8-8' GLGHCT.��--------------------------- --"' —� • ENTRY ,o0'-O'FIN. FLR LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FN15H OFF RIDGE T M s 18'-8' 2ND FLR BRG. HGT. BR3. HGT. II II I0-0 3/4' 2ND FLR, II II 10'-0 3/4' 2ND FLR. FIN. FLR BR.. W.T-� --- - ------------------------------------1 ------ FIN. FLR ,►8'-8' GLG. FKsT. 4 ENTRY I ._m. �I I TMP. I I 0'-0° FIN. FLR, _------------------------------------ I I 0'-0' FIN. FLR RIGHT ELEVATION SCALE: 1/4 . P-m' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-174-4078 w .abdimigngroup.wm AA #: 0003325 Si a y q s 1y 42 c 6 Ct a a Milli SUHDIV � ABBOTT PARK LOT #1 BLK #8 PROJECT* . 04181. 00-01082 MODEL• 4EHB "2605- HAYDEN" GARAGE 9VrM0: RIGHT PAGE: RI & LEFT ELEVATION "J" 60 MPH EXP. DATE: 09/12/19 SCALE: 1/4"=1'-0" sits= A4 J ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e MV OUTLET 30 AII•P SNSLE POLE IIM OUTLET IIOV OUTLET ID OF ODrLET aura TO 6181 CAI IIOV OUTLET lWI7D 61xP0 EA1L NtwalEie Rs+rele Sj FMT6T.41Nr TYPO �} 23OV OUTLET w on CONEL7101 yypp -C- GFI EW WATERPROOF 09"Ar GROW FAULT HIERRP7ER MTC14 SWTCN Y-IWY OPER MTCN 4"@AT OPER ii L r � Y4LL TFOIWT[D LIDN( CELNG LIOHT © Leo Cub LIGHT O VP VAPOR PROOF LOW �- WALL EGONGE PIE4tmED eVafl. PAN ICAM! PER sa FT. vaC. PAt1 mLI6Hf I C71T PER Sa PT. V FIXTE! rePecIS TBD x H.UOIqgecENT 3-NLOWRAP ® (RECE6,ED) .M01►b 3"a11LD B31AP • � CE NNTJ 7 FLUORESCENT 4' FLUORESCI NT .�•--.�•--a+ G 4• TRACK LI'W O PANEL sib NITER Q SD. SI1014! 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MO&Svirrd MR dl•IS USO PORT • LOCATION OF TV JACK6 4 PFIOIE OUTLEM 4 FANS TO M VlRP190 • HON'EQUCR FM-CON6TRICTI2N MlITH& • ALL E 4 290 AMP ORAN C44 CIRCUITS TO ME AEC FAULT PI071ECTED PER lLEC11tICAl PROVISION, CrEOGR Sri EDITION (]AMP) 4 NEC 2100 3014 EDITION • 20 AMP DEDICATED LAUNDRY CWXUT. • f11 a ISLAND (NOT ON KITCNEN C MWIT) • DISN40WM DISCONNECT TO M LOCKOUT N PANEL • MIATMI=H EXHAUST FAN TO HAVE MN CAPACITY OF m OM NTEmn7m4T PER ELECTRICAL IMMMINCNS OF SECTION rSSdi2 PADRE Sri EDITION (3ar11 • LAUNDRY IWOM IICGPTAOLE SMALL EE &SOUD FAULT CNWAST-NRIRURER PROTECTION MR PERSONNEL ON FElpER6 • NIRNi MTMOD MALL ME NM PETALLC GABLE Felt ELlenaCAL PRPASIONE OF PMM Sri M r INU • ALL 0010C TO OO'IPLY WITH! ELEOTRIGAL PROVMIOE CP TM! POde Sri ED [1003 • l6t Q LAYING MI,T � E!E%Y E41CSgJT TYPE PER FOR VENT OR MICRO PATIO r-- --- I I 0 QDW 1 s Lpim ROOM i OW - - I PRE -WIRED GLG PAN I �I (PAN. I SWITCH IN I CABINETI_IFOR DWET /TOSWITCH 2ND FL. m�I {YTIaGFI I� 0 PRE -WIRED CLG FAN / BDRM. #I o� IVA^ 7 I \Bmin 1 1 1 GFI a 44'/ 4'B.FOR AFF. GARAGE T'1 1 �/ GFI - - SKO 1 i ' - _ = -�- - I BOLLARD AS REG. 1 PER BLDG. CODE j III l Ilt FM III I C`. 7 A_,- /' KEYLESS 6- '\J PRE -WIRED I III / ' FOYER FIXTURE GFI ll CLG FAN III @B I GARAGE a III I DOOR PREWIRE - - GARAGE PCH�„' ' PORCH - - - - - - - - - - - - - - - - - - - - FIRST FLOOR ELECTRICAL PLAN SCALE. 114' . I'-V 1 I L \\ - LED LIGHTING SINGLE LAV. BATHM OPT. COACH L*14T WP Panel MAW - A PANEL: 8M6VD aL band- VOLTAGE: 120r240 V -1Ph ERN: 150 ADD NLC.B FEEDER :33t1 CYTWM & 1-8S Cu (G) in I Irr C. OR 3 SW AL THWN 61-SS Cu (G) n 112" C. 1Fite P.1e o.r M ' Wafb Citmil aw Wam Des - ea ►ale Wire N2 /Vt R MGR1rTUG 73m r 2 ill 3Pant/eBNS CU40 e PANEL -A PATEN: 42 at 6NSRM VOLTAGE: 120/240V-7Ph KAN: 150 ARD MLO FEEDER: 31M CuTH%N& 1-NBCu(G)in11R'C. OR 3CAALTHWNd1-86Cu(G)in1 irPC. We. Pah a. M W41b arR m cf u* wwa D- ea sw Pd. U(M. 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Car —I ON aERmx RO AMP DIBCONECT SYTCW AND OOAHO V0.T GOERAL NOTE& M ELECTI IC NETT IN 1 A ELECTRICAL MATWA.S AND INSTALLATIONS SWILL mem 3R EmeL06UE F1.0 WmN NFCTRICAL PROVISIONS OP TE �61H PA1lL CISGORY LOCALT AND ALL LOCAL POWER IRRK+ATION OUTLET s 111) 48' AFF. a ALL DorDIIcrDR6 s1L4LL ee TYPE T1S4N411IN I94ES6 NIo'reo aNERWeE. PO3lR COTANr TRA3uPow•ER 161N4K.! SSRVIC! NraRer6TMT e7DNONNG TERMNAL AT LM 61eAM VIOLTAM COMiCTKNO PROVIDE ISO AMP. 0E4"0 VOLT, I PHASE SECONDART� 1 V a SERVIC[ 6(tO1ND CONECTED TO ELECTRICAL SBPW ICE. PROVIDE 3 A CCFPER CCU) N COK%3wm EKA6M FO�OTEo e 67M Fe I-V7' PIA SCFSEDULE SO PVC CONDUIT OR PRDE OVI3 ELECTRICAL PROVISION, T OF E PlIOR 6LM MaN 2/0 ALIM (ALJ 2" DIA 6CNEDULE 80 PVC y CODaT UNLESS SERVICE IS NBOVIDED my THIS 6LSCTINC COTANY. =014PNATE ON TWO SLECTIOC 6/6" DII X 6 FT LONG COPP18! CLAD GRgND ROD CO'PANT' DOOR TO DD. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 401-774-4078 www.abdesigngrouP.wm AA M: 0003325 W h 9i Y a � W 333777 1y •;�• F� � Q a 4 stnmlr ►. ac LOT: ABBOTT PARK LOT #1 BLK #8 PROJIDCT/1 04181.000-01082 "Onux. 4EHB 1i2605- HAYDEN" OARAOR SWUNG. RIGHT PALM: FIRST FLOOR ELECTRICAL PLAN 60 MPH EXP. ARC rTECT EP 9 AR NO M Dw 09/12/19 SCARAB: 1/4"=1'-0" SrzE= E1 ELECTRICAL LEGEND SYMBOL DEPNITION NOTES U6V OUTLET 20 AMP GNMA POLE nvv OUTLET IIOV OUTLET VJ OF OUTLET NI® TO ERTO4 GPI IICV OUTLET !M�M WHRM9ROPAU- Nilfs4A RESMTANTI'MR) 220V OUTLET 14) PHR CONI[CTION � GFI DO. s1AtOPI4GCP CUTLET &MMM PILL? NTBWEPTEIt MT04 M1,04 S-WAY 01PER euTCH 4-"Y OP IL UAL, MamED L16HT CELM6 LIGHT © LED CLG LIGHT OVP VAPORPROOF LkbW OIRf.75E® CM4 a" OCO4CE PR -NAMED ® VM. PIN I OM PER ea M. VBR. T 2PLICA4T 4 Qi'I PER E!A TR. Y PUOgR r5Pcc5 Teo eY euLOEte) PLUORESCaT 2-8ULe OMP ® JRalw tIRQITlBED) RUOI IT RaP • AMM � tOUI�Au rNu 2' RJ4DI4>Mcn4r 4'RUCPMGCW pp A 7 A A3 4• TRACK LINR m PAWL own PETER OS.D. MOM DETECnat y w UALL Ham® RwR DETECTOR salL a.ec.4P ® ' •� &'MM ca" ac775;iCR CO'MO eE A M ME- 6140T LEE! T1814' OF Na FROM WALL PENDAW LIGHT LIB NATURAL &M ► TELEPNOR JACK WH wqy TO eE I ELEVA� AIR aeea.4Eer I O TlLeE * CN Leac CELPIS 91M PROUNIEC O TO eE e94-opu D N ACCd A4C2 MEW 9M ,I-sm M NCH FOR 41P4• eOx VVICLIPM TO BE MPCRr® N CILNS 11MLI611T ACCamM4L4 UV OGt .4i5 sUGH Pa! �nng 24• tYJtOMfa1T LMHT Zmp nnnnnn SVLK*ff & w nnnnnnnn 41r bKNDMICOW LIGHT STRP ROOD L4•Nf F1 Y 4OP'aYPAETPwADU Fe PA ruses sUTTCN no OIFES Use PCRr • LOr.ATIGN OF TV .UGC! 4 PHONE OUTLETS 4 FMtl TO BE VEwFED • HDPEOMER PM-0O46TR)CTICTI MEETPY • ALL a 4 20 AP eRMOH CIRCUITS TO ME ARC FAULT PROTECTED PER ELEDTRICAL PROVMIONS OF FilmLTH EDITIO4 [2Er1) 4 Nee 7104 2044 ROMC . • 20 AMP DEDICATED LAU DRY CRCUT. • GR . 15LLAT)O (NOT ON K4TC 8 CIRCUIT) • DUMAWA M DNICOMECT TO ME LOCKOUT N PANEL • NATHRCOTT D04"T PAN TO HAVE MN. CAPACITY OF 50 C M WOMTT@R PER E.ECTIMCAL FMOVMICTM CF or-fl M W3 FeCR EDR404 (2EM1 ! • LAL ORY ROOM 1lCEPTAr• a SHALL 45E GI40OMO FAULT C WAT-WIMMMM TER PWMCTILN PM PEREOMFI. ON PEEDMMM • UUMM 2ETNOD MALL ME NON PETALLIC CABLE PER ELECTRICAL FRDVMI0I6 OF • ALL LUM TO CCT•!LY UsrH ELEOTRICAL PROVINGNS CF TWE FEQE •tH ®[tdTz • TSfi OR LIffITt46 MMT eE 9ERGY BTIfJtRIT TYPE PER SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' . F-V LED LIGHTING C DOUBLE LAV. BATH 3 R oom, ME LED LIGHTING @ DOUBLE LAV. OUINER'S BATH LED LIGHTING @ SINGLE LAV. BATH 4 1441 N. RONALD REAGAN—D. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 401-114-4078 w .abdwigngmup.com AA #: 0003325 si I � �O O J � OwQO yQQO,� IPROJMT# LTTSDIV.tc TATBBOTT PARKLOT #1BLK #8 04181.000-01082 HODET" 4EHB "2605- HAYDEN" GARAOZ 8Q�TG: RIGHT PAGR SECOND FLOOR ELECTRICAL PLAN 60 MPH EXP. ApC HTECT: STATE OF FLOTi�A EP 1 .AABOU CM � 09/12/19 1/4"=1•—O" E2 - - - - LA T- ------- I I I I I � I I I I ' I I I � I - I B - I I I I I III - I I I II I � • 1 1 I I L v. v. j I • I II I TUB/ � ` �I I I ----- II'-3" '-b• I'-5. 3' I A/ — '-3 r---t�-----t p X �;I I I I I I I I I I 4 I , O-PT. ;: ;OPT' �` D. W. ' -0' f===oPT.i 0 I I i REFi — n q I III 13'-3' v :0 9 III _ III 9 I 9 .p ' �n I I I I I I I I ' ------------ -- I I ------ ----------I rune 2 Imo• v 2' LAV T• VIR FIRST FLOOR SECOND FLOOR PLUMBING PLAN PLUMBING PLAN ' 2 ,.vm WASHEM SCALE: 1/4 = I'-®• SCALE: V4 . I'-m' Wa ,. 1412 sm 4EN -„� AMC VENT I- V! ON • V LAY / V7R 2' 2• LAV -V'!' CD ;• YIC. TUB D' D' TO MAIN PLUMBING RISER 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 401-714-4078 W ww.abdesigngroup.com AA B: 0003325 w h i � I u Y • W BUS ' I LOT: ABBOTT PARK LOT #1 BLK #8 PRo"=Tlv 04181.000-01082 MODEL 4EHB "2605— HAYDEN" GARAGE 9NIMG: RIGHT PACE: PLUMBING PLANS 60 MPH EXP. BCA=: 1/4"=1'-0" SHEET P1 HVAC NOTES L ALL MISM"WOAN. E211fil MMR MMLL MM PROVDED WITH PROPER CUL AILS, FOR SE WW&41L PER Mr6.IRIIMoEW& 2. ALL DUCT SY M* SMTA"MO N NOT-COIOITIONm AIDE" & LL M OONETIIICTED OP A VALUE OF NO LESS THEN " RATN& ALL 49 "M SHALL M SEALED VM GLASS AM • MASTIC. AND NOTALLED AS PER POO NTH EDmON (ion) MipIMiCAL OLCWL CODE SECTION "IL A ALL FIAX DUCTS SMALL ME APPROVED tL. W CLASS 1 AIR DUCT AS PER WPA 1/A 2-3) 4: PIQSH AMR NTAXIMS NJA-L M DE LOCATED GLOM THAN W FT- PROM AWr pHMIY OR VELAR OWLET. OR SAlMlTAWr SEMMER VENT OUTLET S. ALL 806"IfT AND OUtSDE AMR NLET OUCTS, W&L BE CONSTRICTED OF SMOOTH GALV. METAL OR OTHER MATERIALS As PER AMC NTH EDITION 4110M) P21CMANICAL CODE SECTION ift i. ENCLOSED SUPPORT PLATPO" SHALL eE CONSTI! ICTED N ACCOI DANOU TO FIIC NTH EDITION (Jon) MECHANICAL CODE 601J T. BATHROOMS CONTA900 IMATMTUI SHOME#6, OF" AMC) SM'MLAR BATHNS FDAINlEi SMALL ME MOMM CALLY VETTED N ACCORDANCE WITW POC NTH EDITIOm non) mmcmANCAL CODE SECTION 46L A ALL M)W MTED OATH ROCMR SMALL 14AVR UNDER -CUT DOORS FOR MANE-IP ASS TO E[ IEU#lD, TO EG1AL AMR DSNA STRO. S ALL FIRE RATED CELNSS AND WALLA &ALL HAVE AN APPROVED FIRE OR MMAMM DAF MM LOCATED AT CELNG OR MALL PEITRATION AND DE SLEEVED WTH ACCESS DOORS TO RESET DAMPER ALL DM'PEIM SMALL EME NMTALL® TO Mi4 RECOM"NDATIONS AND PBC NTH EDITION 12017) MECIiMSCAL CODE SECTION NOT. W 491MI.LE1 AND OMIVMlMM SMALL EE P 40YCMD WITH BALANCM DAMmEIM. L OR1'EIR BOOSTER TO BE A PANTECM OMIF BOOSTEIR FAN OR MIAL PANTSC 4 CW Mo DRYER BOOSTER CAPACITY 60 LNEAR FEET WITH MAX. SIX ELBOW SECURE STRAP TO GONC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT STEPSON WB ROLL STRAP OR EQUAL 4' CONCRETE BLAB SECURE STRAP TO WIT V (2) -8XI 1/4' SHT. MTL, SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE MAIN OOND. DRAM 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG —�-FITTING OR EXTENSION TO BOIL OR WASTE AS REQUIRED //- WADE 8240-K JOSAM 569)W IN / H / SERIES NICKEL BRASS TOP CAULK / P.VL OPTI/SPEC nFv LOOR SLAB CLEAN -OUT (TAT) ATTIC AIR 9UPPLYJ I�ly AIR HANDLER �� EVAP. LEGEND ® SUPPI-Y AM OrMMER 0 RETURN AMR GRILL ® UM40LL OR I WAY Dmom — SOLD LM- SUPPLY TRUNG IROMM LW- RETUI TRUNK 1 OALANCIft DAMPER OR COD O CELm ooLAIMT FAN RCEL94 EXHAUMT PAN 4 L16NT O/A OUTSIDE AMR m TWOWU 6TAT IS PASS-TW W AMR BRILL LATE ALL HVAC TO HAVE PROPER PANS W/ DRAMS ERIOR WALL RETURN AND LIQUID RANT LINES :RIOR WALL PVC CONDENSATE DRAIN LINE SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURN CONDENSING WIT TRAP DRAM LINE AND TERMINATE M AN APROVED DRAIN, AS PER FBCR 6T14 EDITION (29VII) MECHANICAL BLDG. CODE SECTION W12.4 HVAC DRAINS COUNTERSUNK C.O. PLUG FM. GRADE OR PAVING SEE SPEC. 1'-81XV CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYP ) FIRST FLOOR MECHANICAL PLAN SCALE, 1/4 . I'-O' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 401-1744078 www.abde kgngroup.wm AA 8: 0003325 a !io{Sc� r g 0 y�1 5 al lilt At � 1 avzi m s bop ABBOTT PARK LOT #1 BLK #8 PROJEICTp 04181.000-01082 HODEI.: 4EHB "2605- HAYDEN" GARAGE STUNG: RIGHT PAGE:: FIRST FLOOR MECHANICAL PLAN 60 MPH EXP. DPJNT w09/12/19 SCALE: 1/4-=1'-O" SPIEET M1 i ----------J SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 . 1'-®' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:401-774.4078 W AbdesWkgroup.eom L AA #: 0003325 , b h � Its $ n o SVa'DIV. AC LOT: ABBOTT PARK LOT #1 BLK #8 PROJECTO 04181.000-01082 1coaSL: 4EHB 2605- HAYDEN" lGARAGE 8WING: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 60 MPH EXP. L40L R NO 93AB0l7J �ACiiAJ DA 09/12/19 SCALE: 1/4"=1'-0" SHEET M2 2X4 TOP PLATE PRE-FAS TRIES 1/2' C.C. BOARD 2X4 WOOD STUDS 424' o_ SLAB D-O' FIN. FLR TIONS SUPPORTING HUNG PLUMBING 2ES AND WALL LETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. TYP. INT. WALL NON—BRG. 21 SCALE, 3/4'.I'-O' FIBERGLASS SHINGLES OVER'30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R8051J ON J' 0935. 814EATWNG OR I' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE -ERG TRUSS MTL. DRIP EIXaE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/S' GY BO OR 1214 STREWTH CLG BOARD A SEE ENERGY CODE FOF418 INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION TYP. O.H. R-4.1INSULATICN WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING —� STRIPS • 24' O.G. S• cm UV GYP. WL. BD.� WOOD BASE 0'-0' FIN. FLR_ — < a . .'a n W/ WINDOW OPENING S' OLIL SLEEVE. DO NOT GUT Mf°E SIOPD DEAH NOT CUT SOLID OWLIT THE BOND WV (I)- S BEAM (2) coulee! - REBdW28 2a, PIPE THROUGH BOND BEAM SCALE, 3/4'.I'-O' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSA ON O,SB. SHEATHING ORCOX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE -ERG TRUES, MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIR FLR B TYP. WALL SECTION NO OPENING NOTE: PER SECTION Sg*.I.1 - FOR ROOF SPE5 212 TO LE55 THAN 4:12, A M5l—STORY HIP BLOCK WALL (-2)—LAYER: UNDERLAYMENT SYSTEM .� SCALE, 3/4'•I'-O' IS RECUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 Pm e" Lw 28 GAS LINE THRU BLOCK eua.e, vr.r-e FIBERGLASS SHINGLES OVER ^SO FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905J.1 ON I' OSD. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG.GASLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS IQ' THICK, 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0-0' FIN. FLR _ e cm MEIN Few Imo. PYTieD TO Tptam OW93 Te Iw FROOtOT AFF110VAL PMa s GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-V 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS5JJ ON d' 0.8.15. STIFFBACK AT ALL UPRKaHT$ SI-EATHNG OR k CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER I._O. FASTENER SCHEDULE PRE -ERG U.O. TRUSS TYP. MTL. DRIP EDGE P. PER ELEVATICN 2x FASCIA PER ELEVATIONS CONT. 2x RAT SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE -ERG. GABLE TRUSS PER ELEVATION WEEP SCREED \ 5/8' GYPSUM BOARD OR I/2' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS n W/ WINDOW OPENING n WIND W ATTAION DIRECTLY EMENT WINDOW ATTAG-0 IENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Nx2 P.T. FURRING ff, j� / STRIPS • 24' OTC. �Y 1/2• GYP. WL. BD. —8' Gf"RJ WOOD BASE RA 0'-0' FIR FLR e' TYP. WALL SECTION NO OPENING r6_'�1—STORY GABLE BLOCK WALL il SCALE, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 401-1144078 www.abdesWngmup.mm AA Y: 0003325 sz 4 ss C N� 5 SVnDIV. a. Lfl1`. ABBOTT PARK LOT #1 BLK #8 PROJMCTM 04 81.00 —01082 MODEL: 4EHB "2605— HAYDEN" wRAOR 8111MG: RIGHT PAGE: DETAILS 60 MPH EXP. F A. AR NO 92725 DATA-- 09/12/19 SCALE: 1/4"=1'-0" SHEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER -W FELT PAPER OVER -30 FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, METALLED PRODUCT, INSTALLED PER SECTION RWS.IJ PER SECTION RW51I ON I}' O.S.B. SHEATHING ON I}' O.S.B. SHEATHING OR k CDX PLYWOOD OR p CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WO. ER FIRE-ENG WD.JIMIR 24. O.G. MAX. LEVATION 24' OG. MAX. LEVATION METAL DRIP EDGE METAL DRIP EDGE R-30 INSULATION R-30 INSULATION PER ENERGY PER ENERGY 2x FASCIA PER -0. CODE FORM. 2x FASCIA PER i, m' CODE FORM. ELEVATION= O.N. 5B' GYF'&1'1 BOARD ELEVATIONS O.H.5/6' GYPSLFI BOARD TYP. OR U2' HIGH STRENGTH TYP. OR V2' HIGH STRENGTH Ma BOARD VENTED - CLG. BOARD VENTED SOFFIT bQ FIRE -STOP SOFFIT Ix2 FIRE -STOP -4.1 INSUL. REFERENCE REFERENCE I I STRUCTURAL -4.I INSUL. STRUCTURAL m W m g a > WINDOW ATTACHMENT w w AS PER MANIFACTURES SPECIFICATIONS —REFERENCE STRUCTURAL 3/4' T / G SUBFLOOR GLUED AND NAILED d) 3/4' T / G SUBFLOOR _ AS PER NAILING 1/2'2' THICK 2 COAT E GLUED AND NAILED IQ' THICK 2 COAT m SCHEDIJI-E PORTLAND CEMENT Q w AS PER NAILNG SCHEDULE PORTLAND CEMENT PLASTER APPLIED PLASTER APPLIED> DIRECTLY TO w DIRECTLY TO m MASONRYMASONRY RJPER 11PE m M W FIRE -STOP EVATICIN IX2 FIRE -STOP IfELEVATION SEE STRUCTURAL SEE STRUCTURAL R R LEVATION LEVATION 5B' GYPSUM BOARD 5B' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG. BOARD ER — _ LEVATICN W FIRE -STOP DQ FIRE -STOP R-4.1 INSUL. R-4.1 INSUL. W W a L WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1/2' THICK 2 COAT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING PORTLAND CEMENT ix2 P.T. FURRING DIRECTLY TO D STRIPS 24' O.C. PLASTER APPLIED DIRECTLY TO STRIPS • 24' OZ. MASONRY v CMU MASONRY S' CMU 1/2' GYP. WL. BD. 1/2' GYP. WL. BD. WOOD BASE WOOD BASE DQ FIRE -STOP DC2 FIRE -STOP t"81E . 4' n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK GOALIE: 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w Abdwkgngmup.c AA A: 0003325 Wynn J � pp QQ C stnmIv. Ac ILOT: ABBOTT PARK LOT #1 BLK #8 PROJlICT/I 04181.000-01082 moDn1w 4EHB "2605- HAYDEN" GARAGZ SWING: RIGHT PAGE: DETAILS 60 MPH EXP. 201 ROLMC A MaLl"CRA k. AA NO 90723 D TO 09/12/19 8CJ%=:1/4"=1'-O" arzzaa-r D2 MN TO ELK UL (2) Lire' A -DOLTS 4' R10EDMINrt MIN. 481ER AND NUT 6PACED EVDLY FROM FLOOR TO eEY.IUUE 7x4 ON--"' PLAT TO ELK tlV OUT NAILS. aces 2X4, GARAGE DOOR MUCK W/ (5) ® 1SX3' A -DOLTS 4- EMBEDMENT MK W) 2-10- : WAEIR AID NIT 7PACE• VENLY PROM FLOG! TO GARAGE DOOR HDR N JONTe MOM TO FILLING. 1-7x& PT BLOOK • C DCrER aR 10 DOOR HEACM W10)VX8' J-BOLTS 4' 045ODrW 0 27O7dA' U0SIlR AND NUR. MANFACTURER•S MTALLATION lftTRLIGTW3. 6 0OW SUCN M7fW CTION3 ARE MORE STRNGBJT GARAGE DOOR 1 BUCK ATTACHMENT ecu a. -.r-r 8' GMU V DRYWALL i'X4. OR I"X2' P.T. NAILER ❑ Ix4 P.T. OR Yi k4' MIN. SECURE THRJ FRAME 4 EXTEND 1 Yi INTO BLOCK W/ 4)Ir' TAPCONS MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-Yi WITHIN 8' OF EACH END 4 V Or- MAX SPACING DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMS (Do NOT EXCEED Yi ) DOOR JAMB TO BLACK +3/4 OR +5/4 DO► TO BLOCK +9 4 OR +5 4 A SCALE: N.T.B. 2X4.0 SECURE TO BLOCK W/ V TAPCONS OR (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIR EMBEDMENT 1 Yi ) WITHIN 8' OF EACH END 4 IB' 04. MAX SPACING. 2X6,® SECURE TO BLOCK WIJ-V TAPCONS(MIN. SWANK SIZE .145 MIR HEAD SIZE 300 MIR EMBEDMENT 1 A.) WITHIN V OF EACH END t 8' CMU IS' Oa MAX SPACING. )J' DRYWALL 2X8,m Fl I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/J-yo. CABMKa TAPCONS (MIR SHANK SIZE J1 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOWMIN. EMBEDMENT 1 A.) ATTACH TO 2X PER WITHIN V OF EACH END 4 MANUFACTURES DETAILS. IB' O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +1-1 BBM_TW To BLOCK +1-1 ALE: KT . 2X4m SECURE TO BLOCK W/ �1(i TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IB' Or- MAX SPACNG. MUST ISE ON OUTSIDE t 2Xb= SECURED THROUGH SECURE TO BLOCK W/J-V NON-STRUCTURAL Vo' TAPC;ONS TAPCON MIN. i-Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Yi) %i' DRYWALL WITHIN S' OF EACH END t 18' Or— MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2XS:® ❑ SECURE TO BLOCK LW2-%' 7(`' O"a TAPCONS (MIN. SHANK SIZE 145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I V) ATTACH TO 2X PER WITHIN S' OF EACH END 1 MANUFACTURES DETAILS. IS. Of- . MAX SPACING. NOTE: SWIM AS NEEDED TO PLUMB JAMB lDO NOT EXCEED Yl ) DOOR JAMB TO BLOCK +1-15 I6" VDIDOR TO BLOCK +1-156' " SCALE: KTb. 2X4= SECURE TO BLOCK W/ TAPCONS (MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIR EMBEDMENT I Yi ) UNT14IN W OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.G. MAX SPACMKx MUST BE ON OUTSIDE 4 2X6== SECURED THROUGH SECURE TO BLOCK WR-IU(r' NON-STRUCTURAL ' TAPCONS TAPCON MIR 1 Yi MIR SHANK SIZE J45 EMBEDMENT INTO BLOCK MIR HEAD SIZE 300 MIR EMBEDMENT I Yi) 8. cm V OF EACH END 4 Jf• DRYWALL IS' O.C. MAX SPAGMYs. ❑ 1'X4' OR I'XV P.T. NAILER CASMKs R SECURE TO BLOCK W-%' SECURE TAPCONS (MIR SHANK SIZE J45 MIR HEAD SIZE 300 DOOR JAMB OR WINDOW MIR EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS,O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED A-) DOOR JAMB TO BLOCK +2 1�4" L17NDOR TO BLACK +2 1/4' " E: KT . 2X4m SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIR EMBEDMENT IV) 8' OF EACH END t NOTE' STRUCTURAL 2XWITHIN 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH NON-STRUCTURAL %* SECURE TO BLOCK W/2•i(5'TAPCONS TAPCON MIN. I-Yi (MIN. SHANK $IZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT I Yi) 1S' DRYWALL WITHIN V OF EACH END 4 'X4' OR PX2' P.T. NAILER IS' OC, MAX SPACING. 2XB� SECURE TO BLOCK WR-W6' TAPCONS DOOR CASING (MIN. SHANK SIZE 148 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) DOOR JAMBR OWINDOW WITHIN S' OF EACH END • ATTACH TO 2X PER is, O.G. MAX SPACING. MANUFACTURES DETAILS. xonu ua+w Macao ro wR.rr•:oo,mr ovaox•, DOOR JAMB TO BLACK +3' E SC ALE. .QT,S. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIR SHANK SIZE J45 MIN. HEAD SIZE 300 MINI. EMBEDMENT I V) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 10' Or- MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WR-V NON-STRUCTURAL V TAPCOPNS(MIN. SHANK SIZE TAPCON MIN. I-Yi J45 EMBEDMENT INTO BLOCK MIR HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8' OF EACH END 4 8' CM A- DRYWALL 18' OG. MAX SPACING. ZXB:® ❑ I'X4' OR VX2' P.T. NAILER SECURE TO BLACK W/2-11W 2ND 2X SECURE TO TAPCONS(MIN. SHANK TRUCTURAL MEMBER µS (2)I2d WITHIN 8' OF EACH MIN. HEAD SIZE 300ND t 6' TO 8' O.C. MAX ATTACH MIN. EMBEDMENT I Yi)OOR CASING WITHIN W OF EACH ENDOOR JAMB OR WINDOW 18' O.C. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +3" F W B +' E: KTb. 2X4m SECURE TO BLOCK W/Yi TAPCONS(MML SHANK SIZE J45 MIL HEAD SIZE 300 MIN. EMBEDMENT I Yi) NOTE: STRUCTURAL 2X WITHIN V OF EACH END 4 MUST BE ON OUTSIDE t V O.C. MAX SPACING. SECURED THROUGH 2X6:® NON-STRUCTURAL j((,' SECURE r0 BLOCK W/1-1/4' TApCON MIN. I Yi TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 • Lm MIN. EMBEDMENT 1 V) 1f' DRYWALL WITHIN V OF EACH END 4 18' O.G. MAX SPACING. 'X4' OR VX2' P.T. NAILER 2Xacm ❑ SECURE TO BLOCK UYI-1/4' 76' ObB. X 4' MIK TAPOONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 ATTACH TO 2X PER IS' O,C. MAX SPACING. MANUFACTURES DETAILS. rom I,a+ w,amao m w�.wr. mowor o •amri DOOR JAMB TO BLOCK +3-7/16' 1BTTDOw To BLOCK +3-7 6' ' SCALE: KTb. 2X4m SECWZE TO BLOCK WHi TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN- EMBEDMENT 1 Y4') WITHIN 8' OF EACH END t NOTE, STRUCTURAL 2x IS' O MAX 9PACMNG. MUST BE ON OUTSIDE 4 SECURED THRO" SECURE TO BLOCK Ul/I-V SECURE NON-STRUCTURAL W6'4' TAPCON MK I Ys' MIR SWANK SIZE J48 (MML HA EMBEDMENT INTO BLOCK MIR HEAD SIZE 300 MIR EMBEDMENT I Yi) 8' CMU WITHIN 8' OF EACH END 4 JS DRYWALL IS• O.C. MAX SPACING. ❑ I'k4' OR PXJ' P.T. NAILER 2XS> SECURE TO BLOCK WA 1/4' ' P.T. X 4' MIN. TAPCONS C'SiNd. (MIR SWANK SIZE J45 MIR HEAD SIZE 300 MIR EMBEDMENT I Yi) DOOR JAMS OR WINDOW WITHIN W OF EACH END 4 TTACH TO 2X PER IS' O.G. MAX SPACING• MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3 3/4" 1DNDOW TD BLOCK +3 3 4" "H WALE: KT . • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX:401-774-4018 W Ww.abdmkIIIngroup.com AA #: 0003325 F5l Y y � O Y Q 0 4 BXMDIV. Ac J ABBOTT PLOT #BLK # PIROJfl7CT/F 041 1.000-01082 MODZI: 4EHB "2605- HAYDEN" GAItAGS BWDTG: RIGHT PAGE: DETAILS 60 MPH EXP. r 20 ROL AW A ASCUCHAM L AR NO 072S J D � 09/12/19 8CALLM: 1/4'=1'-O" S19EICT D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2 117 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2027 FBCR 22/31/2020 FL 6223.3 FL17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS& DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2027 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10759.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W. FLORIDABUILDING.ORG CONTROL DATE:O8/06/2019 4 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W AbdesWWouP.wm AA#: 0003325 A 4 m a 0 8umm a Lo . ABBOTT PARK LOT #1 BLK #8 Pll0.1ECTip 04181.000-01082 MODEL• 4EHB "2605- HAYDEN" DAMAGE aWDTG: RIGHT PAGE: PRODUCT APPROVAL LISTING 60 MPH EXP. ARCHITECT: STATE OF EP 19 ROLAW A.AB000HACM AR NO 90728 DAM 09/12/19 8CALE: 1/4'=1'-O' BFIEET D4 OL FOLD tBM10 • R. A O i dfAl[ Pf. B• A ® ® KICKOUT ® DETAIL e Ol F HIIt1O • ® L FOLD NBAFp • R. A Pr.A 101BAM • n. B a GaAII • n, c a OT.AI • FR. c A FOLD FT. c OA * MR. • TILL PT, c Tc=m BOTTOM FLANO 4, o T BOTTOM MLM� BAT1R TIOMR MAL FOLD. QQ b=cw. Twicr, 3 COAT cE EM PLATTER (PRAM EX VY 2 COAT COMM FLAITBRlaw YRO LATER 9. FORtFfDER allLDHO PAPER OWAMN ONLY) slits LAYER'l aTLrco uwArMnnre oLn LAP LATTBY OF BILDNB OIMr OrBN NALId RAND. IT'OP FIW! atf711 eMoeBCMt \ i •-INS BAIL FLIILBO OETA W \ IwAu NeDMart ArNa AT BOITQI o MtaoF , .ALL M,.ANeCORL. FAITIN A- OC. MAK Bust TMONr MAL moo at .OLOW DO NOF QW WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) 'METAL LATH (FRAME ONLY) LAP 4 TAPE OVER ROOF/WALL SCREED Z S'XV 'L' TYPE CONTINUOUS E GALV. METAL FLASHING Z (NAIL TO ROOF DECK, NOT n WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO •�� A %//////mmel SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-05, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAR: 407-7744078 M AbdesigngToup.o m AA d: 0003325 f V y 0 IP UBDIV. aI LO: ABBOTT PARK LOT #1 BLK #8 ROJ=Tp 04181.000-01082 1[ODSL: 4EHB "2605- HAYDEN" GARAGE ErTM90: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. IDATM 09/12/19 SCALE: 1/4"=1'-0" Sze WA1 I Dla�l DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - • - - • - • - BUILDING PAPER) METAL LATH X-X-x-x STUCCO SELF-ADHESIVE FLASHING - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHINCa UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT s TOP 4 SIDES 6B DRYER VENT ( BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLAS14MG (METAL PER MANUF. SPEC BUILDING PAPER UNDER 'QUICK FLd (�)VENT PENETRATION SCALE: N.TA. ELEC. METEF VERIFY LO 27� IV r%"4 G1VG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (I) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -C'GREAT STIFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEUIRAP FOR BOX INSTALLATION WRB LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH T14A NO MEMBRANE ENTERS BOX, APPLY TO FAI EDGE APPLY E-Z BEAT OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #1 STEP #3 WRB LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF-ADHERNG MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER I 8' STEP *2 APPLY bO MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER $1, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 92, FORTIRISER BUILDING PAPER STEP #4 ELASTOMERIC COATNG OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 1*5 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774A078 www.abdesigngroup.wm AA N: 0003325 pM y 3 6 f 5 t VHDIV. � LOT. ABBOTT PARK LOT #1 BLK #8 PROJECT# 04181.000-01082 MODEL- 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. DATE: 09/12/19 1 SCALE: 1/4"=1'-0" S WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO -ADHESIVE FLASHING — — — — — k 2 112, 1, CORNER BEAD (FASTENER 4 SPACING • 1' O.C.) CMu Sib' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14-B CORNER BEAD ® BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAx: 401-774.4078 ww .abde lgngroup.wm AA #: 0003325 p� I S Y § i[ g 4� atTHDIV. do IAT. ABBOTT PARK LOT #1 BLK #8 PROJECT/ 04181.000-01 82 amnal t 4EHB "2605- HAYDEN" GARAGE a.IMO: RIGHT PAGE: WALL ASSEMBLY DETAILS %60 MPH EXP. AACKFECrSTATE OF 01 AABOUCHACRADR NO 93725 DA 09/12/19 8CALM 1/4"=1'-0" alit= WA3 WOOD C MTRWTSON off"No WOOD &4EATNM6 UEATNER ftEMTIVE a.4poe R 4 UEA6AIC ER IXK&6TTVE / \ 'rREtiEA &DN6 j \ FTOYS LAGWING PLAONW. 6 \ ; + � ER RE&bTIVE U,EATMER RE&BTIVE OR STARTER STOP / \� \\ MAPOtM DO Not CAULK OR \ \W SELF-ADFERNf i4a! FLA&4NG TAL C.ALVt METAL 'Z' FLABNNG I . x 6, GrIJLATED \ TRIM MEMBER CA&M \ / y WOOx D 6 ETIp AF"P%DVED /EALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2S LBS. PER Sa YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - • - • - • - BUILDING PAPER) METAL LATH x-x-x-x STUCCO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-714-4078 Wwwabde igngroup.c AA #: 0003325 a Y C> O O s simDIV. & L011 ABBOTT PARK LOT #1 BLK #8 pnon=Tp 04181.000-01082 HOD"* 4EHB "2605- HAYDEN" GARAGZ SITING: RIGHT PAGM WALL ASSEMBLY DETAILS 60 MPH EXP. I D TM 09/12/19 SCATS: 1/4"=1'-0" skEENT WA4- / I I 1 I I 1 \ \ -- -- — ---------- 1/8' —2x6 SUB-BANb W/I'x4' NOTCH is END, WRAPPED IN PEEL 4 STICK —DRIP EDGE 11\\ I\ —1/9' TEXTURED I \\ FINISH a WOOD I \ 1/2' TEXTURED \ FINISH a CMU / \ i, METAL FASCIA \ WRAP Ys' FROM \ STUCCO, I' FROM \ ---------------- a WOOD WALL \\ \`\ � —EXTERIOR WALL \\ (FRAME OR CMU) \ \\ NOTE: NOTCH FOR 2X6 \ \\\ SUB BAND ONLY ®ELEVATION ®PLAN A lw TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH • Cm • METAL LATH METAL FASCIA WRAP � UIOOD SHEATHMG OR Cm UIRB LAYER N, STUCCO UIRAP(FRAME ONLY) — U1RB LAYER a2, FORTIFISER SJILDNG PAPER (FRAME CNLY) 2X6 EUD DAND ROCFNG CEMENT DRIP EDGE ©j� FL AI �t B METAL KICK OUT r—ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL �lNOT INTO STUCCO) �l/S' TEXTURED FINISH a ! WOOD, 1/2' TEXTURED j FINISH a CMU / 2x6 SUB -BAND W/1'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS O.C. MAX. 2x SUB -BAND WM'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WM'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y; ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND UJA�'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY S A N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.7746078 FAz: 401-714-4078 w .abd"kgngmup.wm AA #: 0003325 a y E � Y o � r 29DIV.BOTT PARK LOT #1 BLK #8 0.1ECTp 04 81.000-01082 MODEL. 4EHB "2605- HAYDEN" GARAGE 8wt40: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. ROBAW A ABOUCRACRA L AR NO 93723 i DATE: 09/12/19 SCALE: 1/4'=l'-O" SIEEET WA6 F TE-1 28'-2" T-6" 0'-0" c ao I I TOP OF SLAB m 4" CONC. Ow SLAB I Yo 3 u) a r _ — — — _ _ _ FM-16x18 1 1 10'-0" ii PVC iII�C4- HASE I� i I to 0 (V iN � wl � 1O ILL TT OP OF i i it w SLAB II LLI � I i i W U 11 DO II II J Y I I II - 20'3 7'-5" 11'-10" LL I y F-11 CW-12x,2 C) 11 jj L ��- 1 1 B 1t °P O F-24 4 o i i �, `O M n n m O:IIIjZ CWC-12xlP II NWllg _IL _ N TIN S zo v In ILL Oii� I '� UP TO 2ND FLOOR N Sp O aii� I (FIELDVERIFY 0 I " ;� Y �— 8 EXACTLOCATION) I 5 0 I XV c #3 TRANSFER STEEL 3 0 @ 24" O.C. MAX � I 2 J, M"FIN ELEV. N I •� YFIN. CONE. SLAB I. I Iol I �I iD L FM-i6xl8 Im 4 4 I LL � FM-t6xl8 v n 20'd" FOUNDATION PLAN SCALE: 114" = l'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-V-0", SEE SURVEY PLOT FOR NGVD. 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 1I2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHTECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS, 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT, l l.EINDICATED #5 BAR, BNDICATES #6 BAR, ODICATES 97 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 2,001PSF. 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 A.C.I.530-13IASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: F'm= 1,500 PSI, TYPE "M" OR"S' MORTAR, ASTM C476 GROUT(30W PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0" OIC MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 WIA.WlA OVER GENERAL 3 1/T 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3T LEG EACH WAY. WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG 12' CONTINUOUS 18" - (2) #5's 16, CONTINUOUS 18" - (2)#5% FFMG-1608 2T CONTINUOUS 18" - (2) W. 16" CONTINUOUS 18" - (2)#5s - VARIES 12" SEE PLAN 12' - (2) #5s - + 0^{p 12" SEE PLAN 12" - (2) #5's - VAR S 24" 24" 17 (2) #Ss (2) #Vs _ . 0"-O^ TEA 8' SEE PLAN I - 1 (1) #5's _ 0^y^ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-714-4078 wwwabdes*Woup.00m L AA #: 0003325 , >Z 0 9 BXTJMI 1. & LOT: ABBOTT PARK LOT #1 BLK #8 PROJECT,, 04181.000-01082 W0DEL" 4EHB "2605- HAYDEN" GARAGE OWWO: RIGHT PAGE: FOUNDATION PLAN 60 MPH EXP. ROLAM A ABOUCHACRA M NO 93723 DwR M 09/12/19 SCALE: 1/4"=1'-0" aHEET sl 30" MIN. EACH WAY MONOLITHIC FOOTING t A Z 1_ • Z STEELREINFOR CING IN GROUTED STEEL REINFORCING IN GROUTED — E CELL SEE PLAN FOR SIZE AND d CELL SEE PLAN FOR SIZE AND REQUIREMENTS p ' t•: SPACING REQUIREMENTS SPACING .I _ _ p�— • �p GARAGE DOOR m m N RECESS J c a It p —FIB •- N Z 8" CMU WALL O rn 8" CMU WALL �. n . CORNER BARS, SAME SIZE AS BAR trail w= g* *- a{r • > I FOUNDATION WITH LEG EACH w c +- a-o' TOP OF SLAB s „1 WAY AT ALL CHANGES IN DIRECTIONS W IN I .. -1 . SO THAT THE STEEL REINF.IS CONTINIXXJS tOi1 TOP OF SLAB _ • MATCH AMOUNT OF CONTINUOUS BARS •I CURB FOR < ° EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1STORY) E. PORCH SLAB - VARIES _ _ SEE SLAB SCHEDULE TOP OF GARAGE 4' CHAMFER (15TORY)' '""p. ..It` CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE 7;p. MASONRY UNITS SET AT ELEV: W/ 1/Y ISOLATION JOINT (WHERE . • • •� 6' CHAMFER (2-STORY) #4 24'.. W/ 1/2• ISOLATION 6" CHAMFER (2-STORY) 0'-a APPLICABLE) Z SEE SCHEDULE 91 30" JOINT(WHERE•- APPLICABLE) EE SCHEDULE Z 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY N AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #7 4Y EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-a SCALE:34'=,'-a @ GARAGE 3 CORNER BARS DETAIL DOOR OPENING 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING w WALL W/ SYP No 2 STUDS SEE WQ I PLANS FOR SPACING. SINGLE NEW REINF. BAR BTM. PLATE TO BE PT. a SECURED W/ 2- PART PROVIDE DEL. TOP PLATE SECURE BT. PLATE TO 2*CAPPED a g I EPDXY. MIN. EMBED SLAB W/10d MASONRY GALVANIZED PIPE Q 8', UNO NAIL 16" O/C STAGGERED. W/FLANGE BASE 2 p FOLLOW ALL MANF. ADDITIONAL METAL to SPECIFICATIONS FOR Q USE AND CONNECTORSNOT REQUIRED WHEN NO 4 m PREPARATKINOF 0 `+ rn w UPLIFT IS PRESENT. HOLE. w !Y SEE SLAB SCHEDULE SECURE FLANGE TO Q SLAB W/(4) 114" X 2 1/4' o p Jc n +- a.v TAPCONS QO Q TOP OF SLAB 7�:. 4' CHAMFER (I -STORY)= =° ° 6• CHAMFER (2-STORY) e ;• A. EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARDMONOLITHIC FOUNDATION O SCALE: 3/4"=1'-0' (NO UPLIFT) 5 6 scALE:3ra•=,'-o" scALE: aa'=r_o^ LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 18d COMMON NAILS, 2-ROWS, 4'0/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 4 STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE _ CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE ST. PLATE TO o > SPACING REQUIREMENTS PROVIDE DEL. TOP PLATE SLAB W/10d MASONRY NAIL 16' O/C STAGGERED. ADDITIONAL METAL m U_ CONNECTORSNOT v REQUIRED WHEN NO M coZ 8' CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) 8' CMU FILLED CELL (TYP.) O o `° 'o TOP OF SLAB -0, ° TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING^ *- 0'-0' TOP OF SLAB .ee 1/2' DIA. USP 7250SD BOLTS 5' MINIMUM EMBEDMENT INTO WGROUTED CELL, 4" FROM ENDS AND EXT. PORCH SLAB SEE SLAB SCHEDULE 4• CHAMFER (1STORr) Z w - a BAR SIZE 48 BAR DIA > O �" - 4 W/ 112" ISOLATION 6" CHAMFER (2STORY) #3 18" U . • 16" O.C. VERTICALLY MAX JOINT (WHERE • #4 24" °• # APPLICABLE) Z MATCH STEEL ° #' 30" SEE SCHEDULE 6' PVC CHASE REINFORCEMENT iv PER SCHEDULE 36' 6" PVC CHASE THRU FOOTING FOR WxD, BAR SIZE THRU FOOTING #7 4Y AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE PER SCHEDULE 9 SCALE: 3/4'=1'-0^ (NO UPLIFT) BLOCK WALL CONNECTION 12 THRU FOOTING SCALE: 3/4"=T-0" SCALE: 3l4'=i'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-77"78 wwwsbdmiigrlgroup.com L AA #: 0003325 Y � u hid o d o q� mlq� 0Mals BUDDIV. & LOT: ABBOTT PARK LOT #1 BLK #8 P1DJMT* 04181.000-01082 MODEL: 4EHB "2605- HAYDEN" GARAGE SWWG: RIGHT PAGE: DETAILS 60 MPH EXP. rpRINT Dw09/12/19 SCALE: 1/4"=1'-0" SiIEET S1. IA FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-174-4078 w .abdesoiWoupxom L AA N: 0003325 d y 99 Y V 8811 � W h C 8PUHDIV. A L ABBOTT PAK LOT #1 BLK #8 ROJffiT/ 04181.000-01082 MODEL: 4EHB "2605- HAYDEN" GARAGE award: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 60 MPH EXP. DRUCT w 09/12/19 BCALE: 1/4"=1'-0" slgz= s1.2 VERTICAL REBAR OHORIZATEBAR W/ 10' HOOK /?TIF GROUTED BONDBEAM TIE VERTICAL REBAR VARIES PER ELEV. .. °— T 4. . TO HORIZONTAL REBAR ° e - GROUTED BOND BEAM VARIES PER ELEV. ' Z Q Q •I 0 3 0 It aBARS • m m a m v 10" HOOK 0 o m 8" ° •. _a �-- .,. ". �" .. '"�- a ° Q CLEAN OUT REQUIRED Z N O Y-0• p Of FOR INSPECTION •� m co Fe I O FIN. FLR. j O d • TIE ERTICAL REBAR TO HORIZONTAL F�j E REBAR WI 10'HOOK �y,•� �` z� BAR SIZE 48 BAR OtA. • _��k- Z W OU #3 IT op ARE NOMINAL SIZESNS 1ZI CMU UNIT DIE OFFSET METHOD CONTINUOUS BARs2E 48BARDIA. HORIZONTAU/VERTICAL #6 3G #7 42" HORIZONTAUVERTICAL METHOD #tea z<• +� 30 O_e�` MASONRY SYMBOLS * 3 SCALE: 3/4•=1'-0" REIS 0___j�lnqRCING wW 0 O a NEW REINF. BAR a a SECURED W/ 2- PART EPDXY. MIN. EMBED 8", UNO = d FOLLOW ALL MANF. N I SpECIFICATIONSFOR S USE AND ¢ PREPARATION OF Z HOLE. W� b-- - STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 401-174-40-18 W W W.ebZWngroup.wm AA #: 0003325 , d h � Y Y O atTSDiv I W* ABBOTT PARK LOT #1 BLK #8 PROJECTp 04181.000-01082 MODZT, 4EHB "2605- HAYDEN" GARAGE STUNG: RIGHT PAGE: DETAILS 60 MPH EXP, Ci DA E, 09/12/ 99 SCALE: 1/4"=1•-0" aI3EET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WI (9) 10d x 1 VT' HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA WI (10) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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 HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PB$36, .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. HEADER SCHEDULE MARK DE $(IZEPnON REMARK 1O (2) 2X8 BEAM SCHEDULE RRMM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.O.A. =TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. =FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (gin W7E REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 8x16 — 1 (1)#'5 (1)#5 N/A GROUTED SOLID B62 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SAFE GRAVITY LOADS FOR IT' PRECAST & PRESTRESSED U-UNTELS N!# SAFE LOAD - POUNDS PER LINEAR FOOT TYPE dlt8 — ljr1N9 FIlOB 4PA09 IW449 I 4Pb48 IIWxGB LENGTH Sr (42') PRECAST 2ZH 4r (46') PRECAST 1966 4'r 047 PRECAST 1599 8-C (649 PRECAST 1217 1P-Ur (M PRECAST r74-3 Cr (789 PRECAST rr {90'9 PRECAST 9'r (11r) PRECAST tar (126') PRECAST 11'-C (13n PRECAST 174r (1"-) PRECAST w ur (H0) PRECAST 20 leer (168) PRECAST 279 14'4r (171') PIBEffTTENED NA 19r (1847 PRESIRINED NA 1T-C Mn PREMMI 6ED NA IV-C Mn PR8611� NA 21%C OM PRERMW NA 274r CM41 PRe81REEED NA err O��O�Om O�mOmOm DODO©OGL7 oom©oom mm0000v mOmQ�00� ®0000v 0®DO�Om m©oo©o© omoNEZM 000v000 00000 000v000 0000000 000©000 ODD©000 ©000000 0��0�00 ©©mzm=©00 0000000 000000 0000000 0©00DOD 000000� "m 0 OEM� 00000�� (1SS'j PRE871 NA tul =1 4ao 4H E4 a4t tax (#)TFE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALLVAJAS TMffN FROM WM LOAD TABLES' BYCASTCRETE MAY2015 ®IRON -ALL PRECA$TPRODUCTSARE TO BE INSTALLED PERMNBFAOTHEB SPECIFMAT"S SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD w� SAFE LOAD -POUNDS PER LINEAR FOOT PLF TYPE[ — IRCMLIJ TYPE I — I -- Is1snT v+J1TT W291ft 1eA 3'r (4r) PRECAST 1025 1024 ISIS 74r (4r) PRECAST 4'-W "n PRECAST 766 763 1300 4'-W (4C) PRECAST 44r 04F) PRECAST 882 561 1073 4'r (64') PRECAST 84' (6C) PRECAST 411 411 745 " (84') PRECAST 9-1T (70') PRECAST 310 338 616 8-10' (70' PRECAST Qr (76'7 PRECAST 507 721 490 Sr (M PRECAST rr (90') PRECAST 424 534 363 Tr On PRECAST Ss' (11r) PRECAST 320 612 280 SI' (117) PRECAST tar (12r) PRECAST INK 401 ND tar (12r) PRECAST 11'-r (131M PRECAST 2W 492 154 11'�C (136) PRECAST 17r (144') PRECAST 244 402 137 1741' (1"') PRECAST 17r (W" PRECAST 217 324 110 13'6C (IND) PRECAST 1f4r OW) PRECAST 206 223 100 14-0' (1w) PHEcAw 14%r (1789 PP68TRESI1ED NA 234 61 14'r (17r) PRESTRESSED 164' n8n PR ISTREEED NA 250 j 0 1" (184') PRESTREINIED 1T-C QM PRESTREINIED NA H4 64 1rr on PRE lire' Mn PRESRIEINED NA 148 52 19-C Mn PRE3MENED 214' On P NA 126 42 21- OW3 PREIIIIIIIIIESIED 274r PAC) PRESTRESSED NA 116 40 7lr PR) PIS 2Y4r OW) PRI NA 91 33 24-41' Mn PRESTIr M (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -PRECAST PF40MC BBY 07H RSM MEET OREXCEED VALVES STATEDA -PROWE11010 MCOF BEARING PAST EACH SDE OF N7DOW OPENM PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.PPRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETEE DIVISION ACCEPTANCE #: 16-0126.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-D" IL441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 PAX: 401-174-4078 w .abdea4piWoupmm AA #: 0003325 M i 0 J 4g A 3 i s I s b av>lDly ao LOT: ABBOTT PARK LOT #1 BLK #8 PROJmT/ 04181.000-01082 HOD3L 4EHB "2605- HAYDEN" GARAGE 3WWG: RIGHT Pwas: FIRST FLOOR LIFT BEAM PLAN AND NOTES 60 MPH EXP. Dw M 09/12/19 aCAIM 1/4"=1'-0" skit )T S 2 #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ W HOOK #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-O" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN 7p 2b. #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4'=1'-0' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 95 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE. BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. F� F = FILLED WI GROUT U = UNFILLED IOMINAL # OF #5'S, IN 2ND BOND VIDTH BEAM COURSE 16-1 T/1 I / B NOMINAL HEIGHT # OF #5'S, TOP BOND BEAM COURSE IT IS THIS ENGINEERS INTENT# OF #5'S. BOTTOM THAT XFXX-1T/1 M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - 1 T/OW08 INDICATES A SINGLE BOND BEAM WINDOW PRE CAST •31l4" a tv WINDOW SILL `SLOPE zt TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SCALE: 1 1/7=1'-0' SINGLE #5 CORNER BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4'=1'-0' TYP. 6B6' 61 1#5 BOND BEAM 1#5 TYP. 8"x16' BOND BEAM 8xl6 DBL. BOND TOP OF BEAM W/ (1)#5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TO OF W/ (1) #5 BAR .e�; BOND BEAM GROUT SOLID FROM T P LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING _2, OR BEAM DESIGNATION 8x8 PRE -CAST CONCRETE SCALE: 3/4'=1'-0' LINTEL, W/O STEEL (L1) REFER 0 TO PLAN FOR LOCATIONS rna WOO 111110 011 FAMMI FACFiB d. =2- MIN, 2 } MAX %= 2 b MIN, 9- MAX MIN, 2 ee MAX MIN, 2 ? MAX d. =2" MIN, 2 }' MAX %= 2 t MIN, 9" MAX =1-'MIN, 2 }" a=}'MIN, 2}'MAX de =2' MIN, 2 }" MAX s. = 2 }" MIN, 9" MAX %' MIN. 2 } MAX e=J'MIN, 2 i"MAX "MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF M41LS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 : OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE s. =SPACING BETWEEN ADJACENT FASTENERS IN A ROW s, =SPACING BETWEEN ROWS OF FASTENERS ea = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-1744018 www.abdasfgngroup.com AA #: 0003325 q Z� JJ ®sQ A __LLJj Svaaiv. as LOT: ABBOTT PARK LOT #1 BLK #8 PAGJECTI/ 04181.000-01082 U0DEL 4EHB "2605- HAYDEN" GAllAGE 8M MG: RIGHT PAGE: DETAILS 60 MPH EXP. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/1" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) iOd x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED ATTOP 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 9A 1013 3 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. T T T �{ I' 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END A II AA 'I r, rr rr i rr UNLESS OTHERWISE SHOWN DIFFERENT. r rr ri a rr rr rr n rr rr rIt 11 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON III N II II N N N N N N RATIONAL ANALYSIS. N II 11II II II II II u rr n n n n n n' II II II II II 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS 11 a 11 11 n 11N NOTED OTHERWISE. II II II II II 11 11II II II N II II II u 11 rr. It u n n ItIL 11 11 11 11 11 1 11 j u n u n n n u u u u n u u N 1112 �I rr rr J9 .I 11 II 11 rr 11 II II 11 Ir it It [I it rr It r� rr II II II II N N N 2z4 W°°° II II II II it 4 TRUSS MANUFACTURER /ENGINEER NOTES: WALL w/ 1 SYP. NO2 u u u u u n n n n N u u n n u 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE BM7 TO CMII WALL WA18P n rr FABRICATED W/ A 2x6 BTM. CHORD (MIN.) LQIJMIB ��x W✓� 2x4 WOOD STUDS 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS BOLTS AND (4 )� WOODII II II II N WALL W/ N N N 12" O.C. II WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SCREWS TO MI, BLOCK W1 N SYP. N0.2 It N N I r rr u rr u u n n n n n n r II II II II II SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 1?PLYNIOOD EA BIDE OF BMI STUDS@ WD1 3.TRUSS COMPANY/ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO 12" O.C. TRUSS CONNECTIONS. BM1 2X6 WOOD a ri n 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. WALL W/ DBL. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. � J6 STUD UNDER r =—===e—J4 41 it EACH JOIST r — _ 411 3 10B 9A- 4 1 DBL STUD u u u r 1 r u It —_—__ ___= I) II WALL W/DBL II PIOVI IIR IITOPPG II 4 rr r r STUD UNDER rr ALONG THIS TRUSS AS TO 11 EACH JOIST rl 1 LIMIT AREA TO 1000 S.F. n ----- �� PER FSCR 302.12 u l J7 1 1 PREF FLOM n n n u u n u u n __ _- - II II II II II II II II II II II FIRE ( u u n u u u n u u r DRAFT-- II ll II II II II II II II II N 3/4"SUB I�=^=eee ____ e n u u u n 11 n n R 1. FLOOR FOR DRAFT 3 tOB rr __ _ _ _ _ II II II II II II II II II II u 2X4 NAILER PRERUSS _ STOP 1 1 1=__—=—_000c _ n n U u 11 r n r r u FLR. TRUSS -_ _ II II II II II II II II II II N ELEV. VIEW 4 - - rr Ir H r r it 3.1 I 3.1 PRE-ENG. FLR. JOISTS ( �__=� -— — — — — — — — — — — — — — — ---- 3M" PLYWOOD DRAFT STOP �:11.11 �Z131 PRE-ENG. FLR. JOISTS r�r 2X4 NAILER FOR DRAFT, 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" (JOIST COLUMN SCHEDULE sew a BASE PLATE OR MARK DEBCRIPTION REINFORCEMENT REMARK WD-1 4X6 (314'z515") SYP. USP HTT4 W/5/8" DIA 5/S3.1A PT., WOOD POST z 5" EXP. BOLT 1441 N. RONALD REAGAN f>lw. LONGWOOD, Fl. 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.rnm AA $: 0003325 04 Rio Krw w Ui vsDivac LO: BBOTT PARK LOT #1 BLK #8 PROJIDCT# 4 81. 0 -010 2 MODEL: 4EHB " 2605- HAYDEN" OAllAGE aMIINO: RIGHT PAOS.: FIRST FLOOR FRAMING PLAN 60 MPH EXP. Dw� 09/12/19 arz>�r s� vsDivac LO: BBOTT PARK LOT #1 BLK #8 PROJIDCT# 4 81. 0 -010 2 MODEL: 4EHB " 2605- HAYDEN" OAllAGE aMIINO: RIGHT PAOS.: FIRST FLOOR FRAMING PLAN 60 MPH EXP. Dw� 09/12/19 arz>�r s� A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 1 Od x 1 112" TO TRUSS. FL#17680 B-(2) USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 1/2" TO TRUSS EA STRAP. FL#17680 DBL STRAP, i EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) tx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1 x2 SECURED W/ 10d GALV. COMMON NAILS 12. O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' ENGINEERED WOOD TRUSSES @ 24' O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) TYPICAL TRUSS/ 1A 16 GIRDER CONNECTOR(S) SDALE:34""`0 sm a0mam THOMM 4500 3/4'WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2) 12- WOOD PANELS 90 2x LUMBER 3/4' T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG I -JOIST 5/8" GYPSUM BOARD OR 1/7 HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PATE W/ (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PATE PROVIDE BLOCKING 12' GYP. WL. BD. 4 [-JOIST CONNECTION L.B.W. SCALE: 3'4'=1'-0" (NO UPLIFT) OUTER 113 OF SPAN ONLY GINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE 24' O/C, SUBMIT SHOP "ROOF/WALL/FLOOR AWINGS FOR REVIEW SHEATHING ID APPROVAL FASTENER SCHEDULE' USP HTA16 TRUSS ANCHOR FH (9)10d x i 11T NAILS TO USS EA. PROVIDE 4' MINIMUM NOTE: FOR (A) W/ SINGLE NCRETE EMBEDMENT. DBL PLY, A PT SYP #2 2"X6 X4'-W RAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d D OVER TRUSS (NOT NAILS, 2 ROWS, 3' O/C TO OWN) FACILITATE 2-PLY ED IN CONJUNCTION WITH CONNECTOR, AVY UPLIFT CONNECTOR `(A) USP LUGT2 POWERS (1 WEDGE BOLTS (16) 16 18 GALV. NAILS TO TRUSS (2PLY) #FL17240 (NOT SHOWN) (8) USP RFUS STEEL CONNECTOR WITH (4) 3/4"x6" WEDGE BOLTS AND 1,2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. IF 4 BOLTS ARE USED ,x2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS 12" O/C SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) 2A 26 TYPICAL ROOF GIRDER CONNECTOR(S) SA` 314"="° BBa� aMl®tmm THCpa 88 4500 3/4" WOOD PALLS 6000 (z) Vz' WOOD PANELS 60 (2)1/2' WOOD PANELS 90 2x LUMBER LSTA12 20 GAUGE W/ t HPG COMMON NAILS. E EACH END TOTAL OF 10 EACH LVLA-JOIST WITH BACKER BLOCK HTT4 W/ 5/8' A.B. WITH MIN. 7"EMBEDMENT DEPTH IWD —HOLE EDGE >55" iv —HOLE DIAMETER < 25'D SGL. STUD EDGE>5/8" DIAMETER PLATE \� III I —< 8 5ED DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2'=1'-0" TO SLAB 8, (20)16d x 2-1/2" NAILS TO POST. , POST TO SIT DIRECTLY ON SLAB 4• + 4. LVL/WOOD POST CONNECTIONS 5 IN INEINEINEE A- USP TFL1716 G < 1230 LBS, U < 140 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (6) 1 Od GALV. COMMON NAILS TO HEADER AND (2) l0dfd-12" GALV. COMMON NAILS. TO JOIST FL#17241 B- USP TFL2316 G < 1230 LBS, U < 140 LBS WI (2) 314- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (6) 1 Od GALV. COMMON NAILS TO HEADER AND (2) 10&I-V2" GALV. COMMON NAILS. TO JOIST FL#17241 C - USP TH035160 G < 2280 LBS, U < 265 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (1 2) 10d GALV. COMMON NAILS TO HEADER AND (2) tOdxi-12' GALV. COMMON NAILS. TO JOIST FL#17241 D - USP HBPH7116 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16) 10d GALV. COMMON NAILS TO HEADER AND (10) l6d GALV. COMMON NAILS. TO JOIST FL#25749 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=1'-0" 6'.0- MAX (W/1X4) TOR 10'-V MAX (W/2X4) 1111175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4)1 /4" x 2 1/4' TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W11010d TO TRUSS AND (4) 1/4' x 2 l/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2" COVER 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR (2) 2X4 No.2 SYP DWG. - BRACE W/ (3)12d @ EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0' TO 30'-0' (1) W BRACE 30A- TO 60'-0 (3)'W BRACE (1) "X" BRACE @ CENTER (2)'X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, )IAGONAL SEE ARCHITECTURAL .CHORD PRE-ENG GABLE TRUSS LING, SEE I FOR STIFFBACK (AS PER —� NOT NOT BE UIRE TRUSS ENG) TRUSS CHORD OF D ROOF TRUSSES tx4 BTM. CHORD BRACING 6'-0"O/C —� —END WALL OROTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0. O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3l4"=7'-0" 24" 24-MAX-11JOIST 8' END SPACING 8" MAX. END w WOIST TYP. TYP. FP. ACI SEE FRAMING PLAN ND of MAX MAX MA% LEDGERBD. 12' EXP. (2) 2X8 SW P.T d E!)GE (2) 2X12 SW P.T 3/d' E. BOLT/J-BOLT W/2- LEDGER BOARD LEDGER BOARD TO BOLT/J-BOLT W/2' WASHER A 512 TO BE USED 1. ENSURE THAT EXP. BE USED WITH IJDIST WASHER 6 512 WITH_JOISTMIN. EMBED. (TYP) W. EMBED.(TYP) BOLTS/J-BOLTS ARE RACED INTO GROUTED CELLS, R ALL AROUND BOLT. FROM 2. SPLICE OF FRONTANHI REAR LEDGER LEDGER SHOULD LAP A MIN OF �I Z 3 AL Z 4. ALL BOLTS TO HAVE WASHERS Sy I, `-� 4. EXP. BOLTS/ OSER THAN I II SYP PT NOT BE ANY CLOSER TVWN 8' � 5. ONLY LEDGER W DIRECT �- m � (2) 2X8 CONTACT (REAR LEDGER)MIT REM SYP PT CMU REQUIRED TO BE P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE BN7 aPN= CBQWIL BPAM A DOUBLE SYP 2x8 — 8" MAX. 24' O/C MAX 8 DOUBLE SYP 2112 (2) 3/4" 8" MAX 24' O/C MAX. I -JOIST WOOD LEDGER DETAIL SEE SCHEDULE FOR BOND BEAM RED. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0' O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PATE TO BLK W/ 12" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12ds 8' O.C. MAX CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SDA`� 34-='L0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (FI AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#, 7240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WINDARE SUBJECT TO Fl AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3!4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX:407-774-4078 www.abdwigngmup.com AA #: 0003325 w q a i Y � Y sgs 1�y 0 T 8 g 6 00 alL7HDIV. Ae LOT. ABBOTT PARK LOT #1 BLK #8 P1 JMCTp 0418 .000-01082 MODEL" 4EHB "2605- HAYDEN" GARAGE SWMG: RIGHT PAGE: DETAILS (I- JOIST) 60 MPH EXP. 'STATE OF FL.ORDA J Q1g HAM AR NO 93723 r09/12/19E: 1/4-=1'-0- 3.1A 1 NOT USED USP LFTAB WI (16) Sd COMMON NAILS 2x STUDS - USP LFTA6 W/ (16) 8d EACH END COMMON NAILS, EACH FL#17244 END EVERY STUD OR ON EACH END OF'BUNDLE' OF STUDS PLYWOOD FLOOR SHEATHING USP SPTH4/SPTH6 BTM. (JOIST LVL PLATE STRAPS W/10d x i 1/2' HDG NAILS FL#17239 WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 34'=1'-0" #8 WOOD SCREWS I x 2` LONG @ 3' O.C.; STAGGERED OFF CENTERLINE 3/4" AS SHOWN 8' CMU WALL REINF PER PLAN I� ' PER ELEVATION Ilya )4" '�6bF O ; H SCREW PATTERN - I (JOIST (SEE w FRAMING PLAN) PER ELEVATION=—Zz (2) 2z4 P.T. W/ BL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL SCALE: 3l4"=1'-0' #8 WOOD SCREWS x T /`- LONG @ 3" O.C.; STAGGERED AS SHOWN BL. 2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A I 8' CMU WALL REINF PER PLAN )4" PER ELEVATION SCREWPATTERN u) Zp 30C1a U PER ELEVATION 24" M (JOIST (SEE 2x4 P.T. CEILING FRAMING PLAN) NAILER W/ MASONRY NAILS @ 12' O.C. iX2 FIRE -STOP SECTION DETAIL AT I -JOISTS PARALLEL A TO EXTERIOR WALL 4 SCALE: 34`=1'-0 NOT USED 5 NOT USED NOT USED 6 PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. 0 PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKINGG TRUSS (TYP) @ 24' O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER EILEVATION BRACING. SEE PLAN FOR FOR ST RAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRIM TO TOP PUTE 5/8" GYPSUM BOARD OR I/? HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A - USP MTW-12 U < 1195 LBS STRENGTH CLG. BOARD 4x4/4z6 SYP NO. 2 WASHER SET IN HIGH W/ (14) 10d GALV. COMMON SECURE TRUSS TO TOP PLATE W/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32' OC MAX B - (2)USP MTW-12 U < 2390 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 218 P.T. LBS W/ (14) 10d GALV. BELOW FOR PLATE W/ 12d's S" O.C. MAX COMMON NAILS EA. 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No.2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC, POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING O• USP SPTH4 OR SPTH6 BTM 1/2" GYP. WL. BD, AND TOP PLATE ANCHORS W! 10d x 1 112" COMMON NAILS SECURE BT. PLATE TO SLAB W! CONT. 2x4 SECURED W/ (2)10d's (off EACH FILL ALL HOLES, DO NOT USE 10d 1/2"x9` WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSSIWOOD POST CONNECTIONS TRUSS TO BE INSTALLED (�10'-0'O.C. MAX. x3' EPDXY 5-1/2' EMBED. MIN. @ 16" 10a 10b 10c OC MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL TRUSS .roPQffrDONNED" 8 SCALE: 3 4'=1'-0' • a• A - USP MTW-12 U < 1195 LBS W/ (14)10d GALV. COMMON NAILS. FL#17244 • # B - USP HTW-20 U < 2045 LBS W/ (20)10d VALV. COMMON NAILS. FL#17244 C - USP MUGT/PHD4A U < 3715 LBS MUGT TO TRUSS W! (4)10d GALV. COMMON NAILS TOP, (1)1W GALV. COMMON NAILS FACE, (12)1. COMMON NAILS BACK, (1) 518" A.T.R. TO PHD4A AND (10) WS3 WOOD TRUSS CONNECTION @ L.B.W. SCREWS TO POST FL#17240/FL#172419 9a gb POSTTO BLAB CONNECTION SCALE: 3�4'=1'-0" A&B - USP PAU44 POST BASE 4U:2,265 G:6,775 W/ 5/8 DIA. x 6" EXP. BOLT FL#17239 USP PAU46 POST BASE <U:2,265 G:13,815 W/ S/8 DIA. x 6' EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" AB. WITH MIN. 7" EMBEDMENT TO SLAB 8 (20)16d x 2-1/2' NAILS TO POST. FL#17324 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-11"78 w .abdesigngwup.com L AA #: 0003325 A aY Ck p 0 J O ki SVHDiv. AI: LOT ABBOTT PARK LOT #1 BLK #8 Plto"=T111 04181.000-01082 MODEL: 4EHB "2605— HAYDEN" GARAGE 8wn90: RIGHT PAGE: DETAILS (I —JOIST) 60 MPH EXP. ROLM A ABOUCHACRA L AR NO 93723 J m2/191'-0"B I VTT SPACING (1) AT EACH END hj VTT AND V-0" O.C. MAX. \ 111 \ el \ Lj 0 SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION 1 SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-714.4078 www.abdesfgngroup.mm AA R: 0003325 W i5 Y �_(Ztyj, y a o< N g Or id ZZ 3 glulwiv. a. Lom ABBOTT PARK LOT #1 BLK #8 PROJECT# 04181.000-01082 HODMI. 4EHB "2605— HAYDEN" GARAGE 811MG: RIGHT PACE: DETAILS 60 MPH EXP. RO WD A- ABOUCiAM L AR NO 00723 J DAM os/1z/1s >SCAIM 1/4"=f-0" aliEET S3.1C SECOND FLOOR DECK PLAN SCALE: 1/4" = V-9' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdmkgngroup.com L AA 0: 0003325 Y 0 � n ISM! all SUDDIV. & LOT ABBOTT PARK LOT #1 BLK #8 PROAMTIP 4181.000-01082 MODS%. 4EHB "2605- HAYDEN" GARAGE OWDM: RIGHT PAGE SECOND FLOOR DECK PLAN 60 MPH EXP. Af*:HTECT- STATE OF FLOFMA EP 9 A �� Dw 09/12/19 SCALE: 1/4"=1'-0" SiIEET s4 SECOND FLOOR DOWEL PLAN SCALE: 114" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-174-4078 www.abdesk"pupcom L AA #: 0003325 g i iS Y C a f � W n iO MIN IPR X71M aeLOT:BBOTT PARK LOT #1 BLK #8 OJECT/i 04181.000-01082 HOaEL: 4EHB "2605- HAYDEN" GARAGE BVIMG: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 60 MPH EXP. ROLAID A ABOMMCRA L AR NO 93723 Dw09/12/19 SCALE: 1/4"=1'—O" SHEET S4.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)10d x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x i lf2" HDG NABS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ IOd 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 METALCONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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 Z(MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 718" LONG, WITH WASHER Q 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. HEADER SCHEDULE MARK RESCR FTON REMARK tD (2) 2X8 BEAM SCHEDULE MUM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL /T.OA =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 (flc ��, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bx16 (1) L6 (1) #5 N/A GROUTED SOLID 13132 MASONRY 3000 8x8 (1)718 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR W PRECAST & PRESTRESSED U-LINTELS SAFELATERALLOADSFOR 8" PRECAST & PRESTRESSED U-LINTELS _ SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED UTINTELS SAFE LOAD - POUNDS PER LINEAR FOOT �99 SAFP` OAD 0-4.1N SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH MM SPISM my r20 � As TYPE LENGTH &16 weLENGTH RCMU TYPE we+T weer IF,sn waif run m m21 rffi7T mma a►44n rMeT „7sn ,47a2f a7an our N! we -is we wawa~* *ws an14e rs-a em4a X-C (4s) PRECAST 2281 70a1 am m am sw m 1w1 3'd "n PRECAST 702E ION 1698 r4' (42') PRECAST fm m am 4w m sm2 70« m 4w «a Na 1W4 Taw tram tw am am 4aN m ,ttat a« 4'-0' (4R) PRECAST 19lE w, 2m m 4m sw 7m4 «W 4d On PRECAST 78S M 1909 4'C On PRECAST' m 2m m sN 4m =m Nft 4m «a Tan w4 faaaR ,tm as ms m sm 4m m 4w (>µ7 PRECAST 1li94'4' 1w 210 2m1 m 4W NO_ w1 W9 PRECAST6H2 6H 1079 I"d (647 PRECAST«m aW :w 2W 2m 4w 4711 OW4'd 436 «a Ten aeF2 "m,+w 1217 2w zra aas 420 m, am. 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CORPORATION-CASTECRETE DIVISION ACCEPTANCE M 1"126.03 8F16-1T/OM/OB r 81`164T/6M/OB 8F76-1Tl0M/0B Ems` 2 t" _ s 1 GT aw r , U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, ?? TOP OF WALL EL 10'-0"{ 8. L_ _ _ J GT 4 Ti ,- I I 8F161T/OMA)B 8F761T/OM/OB SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-O" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 401-1144078 www.abdesW ngroup.00m AA #: 0003325 h L4 Y � A 7 Y w>�L o avaDiv. a LoT ABBOTT PARK LOT #1 BLK #8 PROJECT/1, 04181.000-01082 MODEL: 4EHB "2605- HAYDEN" GARAGE arIING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 60 MPH EXP. r AFW*W ECT STATE OF OF FLEA pff19 UCHACRA L AR NO 93723 DwT 09/12/19 SCALE: 1/4"=1'-0" 8PE=T s5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 10 HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1!2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 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 M ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (,V). 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 9-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 20 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY/ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE A BASE PLATE OR REMARK DE8CRIFrTION REINFORCEMENT WO-1 4)16 (3 Xz'x5 g') SYP. USP HTT4 W/5/8" DIA 5/S3.1A PT., WOOD POST x 5" EXP. BOLT I L---------- ROOF FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 '.. www.abdesWooup.com AA M: 0003325 J W h iS S Y h iL Ge 6 g r0 J �QQQ1 Q a g IA xngDly. & w2% BBOTT PARK LOT #1 BLK #8 ao"=T31 04181.000-01082 MODEL: 4EHB "2605-HAYDEN" OAMAOE SWUM: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 60 MPH EXP. S ROLAlD A.AB000HACRAI AR NO 93723 J acALE: 1/4"=1'-0" amm= s6 N IV OR ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 =23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORYAI APPLICABLE INTERNAL PRESSURE COEFFICIENT+ 0.18 ROOF DW41RAGM FOR ASPHALT SHINGLE ROOF USE MIN 7/16" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN HAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS, SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @$ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIAL SHANK TENSILESTR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170.000 RING (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 21/2" 0.12D' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR BNEATHING USE 112" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES z Q LL z Z = O 0 O N . Q IO Z Z Zct z zw 7 0 w QQZ NO 2` a m TOP CORD BLOCKING AT N O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH ENO. RAFTER OR TRUSS RnnP SHFdTHInr -�\ .___-I' _'NO --__-11 m-_11 ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING CBd RING SHANK GUN NAILS . 6" O.C. IN FIELD'\ TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE Sd RING SHANK GUN NAILS @ 12' O.C. IN FIELD or 8d x 2 1/Z SCREW SHANK PNEUMATIC SCREW -NAILS @ IT 0.C'-VLJ FIELD J\ TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL 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: FBCR 2017, 681 EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACT 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 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 DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SWILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. 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 SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESHM LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD non-WnWtrerd 10 psf BTM CHORD non-mnartreM DEADLOAD 15 pMf TOP CHORD (7 psf W/ ASPHALT SHINGLES) 10 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpsf DEAD LOAD 20 psf TOP CHORD IT psf w No GYPCRETE) 5 psf BTM CHORD BALCONY LIVE LOAD 60 PST STAIRS LIVE LOAD 40 psf ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3W, PROVIDE 6%AIR ENTRAINED CONCRETE DPOSE7 TO EARTH OR HEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES. TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SFALL BE SOUTHERN FINE NO.2 OR BETTER Fb =1100 PSI AND MODULUS OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UDERALL SlAB50NGFOUND MERE INDICATEDON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRANNGS. SEAMS LAPPED 6 INCHES AND SEALED WTHADHESIVETAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 POE OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FORANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 POE FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS" MINIMUM NAILING PER PBCR 2017, 61h EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND HOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al 85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-0' OC, EACH WAY. REMORCING STEEL• REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, RESAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36' 05 BAR - 30' #7 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE WPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, -DESIGN NATIONAL STANDARDS FOR METAL-PLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND "TPIAVTCA BCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58A-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =446 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 740 (FBC R2017) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20ps(, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD INFILL COMPONENTS: 50psf. PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SKALL VEHICLEGARAGES: 50ps(, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30Psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 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" (ACI 5301 ASCE ENNIS 40Z BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON TIE WALL SECTIONS AND PLANS ARE PROVIDEDTO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIESL AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONIRACTORTO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMYMITTEE. PROVIDED BY THE TRUSS ENGINEER COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOC( WALLS SHALL SE 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&0, GRADE fro = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING 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 TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACTDOCUMENTS) 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 E S ASTM C476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS L B 'LISP STRUCTURAL ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL E DOClA.1ENT5 WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' CONNECTORS' BY LISP, OR EQUAL UNLESS NOTED OTHERWISE ON PINKS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUP. LATEST CATALOG. FOUNDATIOW SITE PREPARATION: "S" FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 ps(, FOOTING TYPE"M" OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE V8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREATALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REOUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE L ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-DNGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS NTH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5* 4-PRIOR TO THE ADDITION OF PLASRCIZER CONCRETE SHALL COMPLY NTH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C94 OR MEASURING, MXNG, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED MIEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT S DEPOSITED IN ITS FINK POSITION SHALL NOT EXCEED 90 MNITES, IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE RACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE CWTERS REPRESENTATIVE AND TIE CONTRACTOR OF ANY NON COMPLIANCE NTH THE MOVE REQUIRED CONCRETE COVERAGE OVER RERARSFALL TEAS FOLLOWS A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLYSTOSED TO EARTH (FOUNDATIONSk B. FOR CONCRETE EXPOSED TO EARTH MDORNEATFEt 1-1/2"FOR A5 AND SMALLER 2' FOR #5 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 14/2" FOR BEAM AND COLUMN RUMMY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY NTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -RUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JEOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGMtN 912E Tw£ 9RAGNG RENAPo(5 APlLiGTON - I TwE SMpNG REMAPotE 1-T-Gro cASE RAwENED coL t tY1^LONG. S Ox: GARAGE WORsua TO MASONRYtWNC. TAICII Ax r A OIO T, SGD,AI.EM DOORS t•PT, SEE NOTE4 CASE RARDENED COL NNL11?LgJG. e'OG WNOORI FASTENED MO 90MtY/WNC. GWUGEDOOR BUL% MY/WAIL. rz"Dw.W tWASHER� EXPANGIONDOLT 2A•OIL rEMSEO.E 06T, 9"EDGEDST wNDow DUCJ( t. FTSEEwTE6 cASE HARDENIED COL sr�. _ WwI00IXLFASTENED "NTD w,soranWNL. TEAL STR,wro CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS SWWG WOR BUPT,No (lsne'Ow 7t8°O/C 'TAPWN' 1tT EMBED, e`EAO. DrsT.. 1 IN"ET�GE045T. NON�EPRING YA00 WALL TO CONIC. 9IAB Efa'INSION x•EMBED.rENO A?EHER 3r OF ST,. Rrr STEEL -1 e-ac . D. a oT t 1¢ NOTEe STAGGERED 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS. WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2. MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774807E FAX: 401-714-4018 www.abdmigngroup.com AA S: 0003325 1 b 1i7 4o1 �6 � Y a' 4 d h C iLs J C 8U=IV. Be LOT: ABBOTT PARK LOT #1 BLK #8>m P1ROdCT# 04181.0 0-01082 MODRIA: 4EHB "2605- HAYDEN" GARAG3 DWMG: RIGHT PAGIC: DETAILS 60 MPH EXP. 0 �A. NCASO ACM 93723 D � 09/12/19 SCA=: u/4"=f -0" SNI chop