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HomeMy WebLinkAbout7733 Broad Pointe Drr 99 ..__t828 99 0 0 CAL1 HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax. (813) 740-9715 ALL WORK 5HALL COMPLY WITH PREVAILING ELECTRIC DiNG ODEC®DE, CODES FLORID NATIONAL AND THE CITY OF ZEPHYRHILLS ORDINANCE tEw°Pis REv Of tv ptN EXp,M • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: - DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS . L Co, , � ( (7) •AUIJX �M RAW �yyy�p awnM�Y w�Y !Y V WOE •OCCUPANCY - RBSIDSNTIA4 GROUP RS :CONSTRUCTION TYPE - VB •YDt. INTERIOR FDDSfi - CLASS B -BASIC 111tID $P® - VT11t=180 YPH Vasd-124 MPH •EXPOSURE - C eI-STORY RESIDENCE - •2-STORY RESIDENCE - MAX. REGGHT AS PER LACAL AND STATE CODES ABV ABOVE AD AIRCONDITIONINGMUM. ALT. ALTER ATE ALT. ALTERNATE AMP. AMPERAGE BD BOARD CL CENTERLME CAB. CABINET CLG. CEILING CLR. CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMIC TEE D. DRYER DBL DOUBLE D.G. DUAL GLAZED DI A DIAMETER DIM. DIMENSION DLSP. DISPOSAL DP. DEEP DR DOOR D.S. DOWNSPOUT D W DISHWAs� EA. EACH ELEV. ELEVATION EQ. EQUAL EXH. EXHAUST EXT. EXTERIOR F.GJPX. FIXEDGLASS F.G. FUEL GAS FIN. FINISH ODUR FLUOR FLUORESCENT PTO FRENCH HOOgt GA. GAUGE GAR. D1SP. GARBAGE DISPOSAL. G.F.L GROUND PTER CIRCUIT INTERRUPTER GLGLASS GYP. BD. GYPSUM BOARD H.B. HOSES® H.C. HOLLOW CORE HE HDR. HEADER HOT. OR ITT HEIGHT INS UL INSULATION INT. INTERIOR LAV. M.C. MFR MIN. M.T. MTD MTL N.T,S. O.C. PL P.B. PH PLT. PLYWD. PR P.T. R. RAD R.A.G REF. RM. s C. S.D. S.H. SIT. SHTHG. SHWR S¢d. EL s oG SWS TEMP. TTHICK T.O.C.,O. T.O.P. T.O.S. 7YP. U.N,O. V.P. W. Wi WD. WDW. W.I. LAVATORY LUMINOUS MANUFACCABRJEf MINIMUM Tl1RFR MINIMUM MEfALTHR6HOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTYLWE PUSHBUTTON PHONE PLATE PLYWOOD PARt PRESSURE TREATED RISER RADIUS RETURN AIR GRILL04R4," REFRIGERATOR RGGM PENING R�� RREXTDR SMOKEDETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING sTn°NMDnRD°L�S SHEAR SHEAR WAIL TOP OF CURB TOP OF PLATE TAB TYPICALYPICAL UNLESS NOTED OTHERWISE W VAPOR PROOF OF WASHER WITH WOOD WIN an HEATER WROUGHT IRON DATE DF,BCTMMON ,,,, �.,,,�,� ARCHITECTURAL SHEET DESCRIPTION " pef� �,4� PG Cl-COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG El -ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG M1—MECHANICAL PLAN PG DI -DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4-WALL., ASSEMBLY DETAILS PG WA5—NOT USED PG WAB-WALL ASSEMBLY DETAILS OI116/S CD'BRE-SEIED MIAMI 00*6 ELEVATIONS ADDED 03/16A8 CD'8R8-I88UE0 04A8A8 FOOT6YiRM161AiFERM.cam c"Im CD'BRE. D 02A8A9 ADM CMLE88FOOTERATGARAGE DETAIL (PORT MrM 02R2A8 PLANMANTENANCE 03A M LINTEL 812E AT FRONT ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.H. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 ADDED ADDITIONAL RECEPTACLE IN CaARAGE PER UALL aAT80N IPELW f SQ.FT. CALC. S OARMD WAGED, NVAC VOLUME6 ON GM CALC BCHEDILE IMEL(3J C&Ms �D T: aBOOR MONO DEEP FOOTER, DETAIL 12M A caa) LIVING IA266a;T. GARAGE 43® 80. FT. ENTRY 16 SOL FT. LANs se Ga FT. TOTAL 2-62 Sa FT. 064M ADDED LED LWITS a KITCHEN 4 OATN PER MARL MOM 01A81FJ ADDED STGTE OPTION ELEVATION C 4 D TTAI �yq ELEVATION W GIVING -ADDED LOUVER a GADLE ROOF WAIBAS ADDED OR. F-V CEILNG HEIGHTS STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S21A—DETAILS PG S3-FRAMING PLAN PG S31A—DETAILS PG S3.113-DETAILS PG SNl-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES AIL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND ORDER TO BULL THIS FURTHER DETAILING PROJECT BASED ONOR NTTHISON IN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR' $NGWEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN Rn's IN WRrmcN/DRAWN FORMS HI A TIMELY TANNER. 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 NSTRUCTION BASED ON THE DRAWING SET. 1 N. RONALD REAGAN OLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX:407-7744078 www.abdeslIpWoup.com AA Y: 0003325 _ ^ $ a 8 NMIW si sDiv at Loin ABBOTT PARK LOT #1 BLK. #10 PROAXIT/ 04181.000-01102 MOD=ft 4EBB "1828-CAU" ASAIRAOa avwnn3m: RIGHT 1 PACE: COVER SHEET 160 MPH EXP. C PKINT DATEk11/25/19 aCARX:1/4'=1'-O" a*me= C1 GEN m NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 0 EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 740. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER F13CR 8TH EDITION (2D17) 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 ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. B. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A, ENGINEERED FOR MIN. WIND LOAD, USTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER O DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTOA ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALLBE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.38 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302&2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATINGTHE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.28 GAGE (0.48 M I SHEET STEEL V MIN. RIGID ON-METAWC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.8 & TABLE R3028: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTK: AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. SREWORK 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 REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTINGAND 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 S' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. ( WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS, 10, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2M) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. 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 8- 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 ROORWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. S. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLU� i. 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 W 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. W. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P26D3.2. exrEM WALL. coVIIIIIIaRoS 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 R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EUERM FNMB 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, ill' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & AST"Iffi3-12a 3. LATH & ACCESORIES PER ASTM-C-1063.1IA & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-11A AND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R3027. 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 CER,INGS 1. EXTERIOR CEILING TO BE 10 GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE IQ* GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS), CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesWVoup.eom AA N: 0003325 o stnmly ae LOTS ABBOTT PARK LOT #1 BLK. #10 1pno ECT# 04181.000-01102 MOIDZs` 4EBB "1828-CAU" GAP.AOX 8WVM: RIGHT PACE. GENERAL NOTES 160 MPH EXP. C DA M 11/25/19 SCALE: 1/4'=1'-O" 9113= GN 39'-B• ' I a „ 00 o opg110 : i - _ 01111111I1111a11111/11510 o111110 I - o _ _ _ - - ME 1 17' p 0111�a�10 ' - Cl1'o p r _ � M. q ifi - G = r d ;1 N.Ci • �_ , 91 i� 1 r - low T JI'11 _ o O - ' - s - of :i o I_E - e _ _ - 1 r• . o 011111110"� 0111111'0 - 011110 � 01111'0 I FLOOR PLAN 6CALE: 1/4' - P-0' -*I nuuuuul �i(�1.A'IPil. mmmmmmmmmx- SQ.FT. CALC. S LKING 1A28 Sa FT. GARArA 430 Ga FT. ENTRY 16 6a FT. LANAI 88 66L FT. TOTAL 2-362 612. FT. OWUMQADMAD MDLOA08 sm MD wom F011 /a/0010 0/R aim NO THE SWR Foam ME 11111lNM11" B'lWIU1 MIN. WINDOW IV 5 34/-45 CRITERIA EXTERIOR OWING Is 5 33/-43 DR MIN. CRITERIA 64aD. MIN. 41 5 31/-39 CRITERIA 16IV10 O.HD. 112 1 5 281/-3L5 BASIC WIND SPEED MPH = 160 (VuIL) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.-H. EXP.-C, MEAN ROOF HT. - 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR GTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OOIR11OLOA TOP PLATE 0 A BAR .DETAIL NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS DETLLEEN THE GARAGE AND RESIDENCE SHALL DE EQUIPPED WITH SOLID WOOD DOORS NOT LE86 THAN 1 3/8' (35 MM) M THICV:NE66, 601-0 OR HONEYCOMD-CORE STEEL DOORS NOT LE66 THAN 13/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407474b 78 FAX: 407-774-4078 www.abdealigroup.wm AA 4: 0003325 dl I�1�j�1gg q S � � nxnmly ae toot: ABBOTT PARK LOT #1 BLK. #10 P1WJl7C'g 04 .0 —01102 MODZU- 4EBB "1828—CALI" 0AV 40N 11MIM : RIGHT PA01Q: FLOOR PLAN %160 MPH EXP. C DATO 11/25/19 BCA=- 1/4"=f-O" sx>cr Al min .010114 �._ - - oml IIIII■■ ■■IIII " ��I I�►��I I�� �I�II�❑IIII &QTTEft OR EQJIVALENT ■■I ■■ _ pal I�i���i�l� o 4* RAISED _ IIII ■■ ■■IIII - -- In•I I�i ji�l ICI" FRONT ELEVATION ALE: 1/4. I'-0 XT RED N NOTE: WALL FENESTRATION FLASHING AS PER FISCR R103A OFF RIDGE VENT m'-m' FIN. I OFF RIDGE OFATRC = 236ESO.Fi NUFNEEVENIIIAIMARFARENIIRED Yam REOUIREDVOMIATON AREA 2364/3m 7.JN VENVILATION AREA XSO. INO76 PEIFT.(1" • M%72 S4. M. NR(.REOIEREDVENFRATON = .SX 1IM72 IN UPPERPORTION OF ATTIC SU..36 SIX M. OFF NOff VENf6ATIONAREA 115 SO, M. PER VENT 5E7.35 /115 AL:OF VENTS RSWRED = Um u1OF VENTS PRIMI)ED = S 'AREA -ATTIC IST1E PERINTEROF THIS HOUSE, LESS THE OVIRKV46 ErmlUOROFWALL TO DMRN1ROFWALL, NO 0M911NNCS INOJJDED 8'-O' SRC. HGT. IFNI m u OFF RIDGE VENT REAR ELEVATION SCALE: V4 • V-m' TEXTURED FINISH ,.S'-m' SRG. HGT. IF m, s �o S m'-m' FIN. FLR ,gym'-m' FIN. FLR _-_-----_--_------_--_-----_T--_---_-----_ -'�Y OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 . F-m' TEXTURED FINISH OFF RIDGE VENT 6 W-C' SRG. HGTro_ W-m' SRG. HGT V-m' r-m' ■ io �D .D 0'-0' FIN. FILM .__ _—_—_------------------ -------------------�------ V'-O' FM. FLR. RIGHT ELEVATION SCALE, 1/4 . '-O' TEXTLMD FINI u I'-m' FIN. FLR DECO. DTL. A SCALE: 1/2 • I' 1441 N. RONALD REAOAN KVO. LONGWOOD, FL 82780 PH: 407-7746078 FAX: 407-774-4078 wwwAbdo@4pWoup.com AA M: 0003325 K MEN Svsaiv aR JR ABBOTT P LOT #1 BLK. #1 PROJECT 04181.00 -0MODEL- 4EBB "1828—CA GARAGE XWDM: RIGHT PAGE: ELEVATION "Y' 160 MPH EXP. C (D 11/25/19 1 SCAIA: 1/4'=1'-0- e 1 2D I I I I I N 1 I m v I I Ii I u i u � I 0 I I I I I ------------- I — — 2' VI'RKITCHEN �f7' I VTR SINKW/ j I \���11/2' AUTO VENT I� 12• I -II' 3'-I' 3'-2' p(\I/2�2. / Jr O— — — — — I 1/2' / j 1 W"*- . �1 1/2*i—'� 1 1/2' I WC I,' 1 1/2' f 2� Av e O L — — — — — � TUB I LAY I �• 1 1/?'.� LAV I 2 yv^( I I WG 3 3 I I 3• 9 II/2'� S� 2• T WASHER 2 2 CO 4 4 TO MAIN I ' PLUMBING RISER DIAGRAM irl I PLUMBING PLAN SCALE, 114 • I'-V' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdosigngroup.com L AA 8: 0003325 . Q E O C aumviv. ae LOW ABBOTT PARK LOT #1 BLK. #10 041 FRO" RO OT� -01102 190DZL• 4EBB "1828-CALL" OARAGZ SWUM$ RIGHT PAGZ: PLUMBING PLAN 160 MPH EXP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -� Dw OUTLET 20 A7• de aLE FOLE BEIr OUTLaT ROV OUTLET Us a GOTM limp To auTOW 017 IIOV OUTLET BIswr fqsmN Tym m@ PW OUTLET (4) W11 CON/GNQV CPIFENT. WATIPI • 000P OYN.1T 4MIO aD PAA-1 NIBIRI1KPiM MUfTC)( Ew Cw s-wAY OFWL 64 MwTCN 4.OMT' OFM I O WALL1gN/SD LMNr © LW CLOT LOW LOP VAPOR ©VID, FlCQ LIBNT OVp VAFM FROM LaM Op"C"aD am eVert. PAN tan PeR S1 Pr. Vert. FAN aYL1a1R t a►1 PER as Pr. PkTwm ® 7-•ILB 1lRM AIgaD ) ~ ARatO /SUI�L MNTJ )_� r R,u014114wNr PLUOIB/ppR G 4• TRACK Lk*ff O PANEL SHE FMTER QSD. arwa! OuwrOla DO" mouNrw oaT¢'Taa YMLtlaMa� o ww.L K otaT�ANDe OF Nor Lm TWIN 4' P120AW LOW Lim N.,IRAL aiAB ► MLM%IPM JACK 1W11t MAIM I71St:011MCr A"t D1aae.ar I �iV TILSVIOM JACK L OTOM J A•Ok 41'POPUM N ACC411CM M7Ua1 FOR ro N BOPIAO N aatRla PAW. IaNf " BON MAMWA A r1A11F1D M SICN POP! pcna 24' NGYDOOCNi Loan anRr n nnnnn ai• NCAONICOW LqM B1w nnnnoneee 41•RCMOBaCMI IJ/NT STRP FLOOD LM1rt KP KRYPAO 1R1T • Pa P1MN•IWTIGN FM 4MM U1aM PORT • LOCATION CP TV JACKS 4 PH" OUTLETS 4 F^4b TO N V101110 a Wormouffim PRE-CCNwPMTCN POW" u • ALL 0 4 20 A P WUIP" CNCWTS TO 01 AMC FAULT FR =1.0 PER ELECTRICAL PIgNNQM OF am ITN lorttv4 rrslT) 4 N� 2ton 2Ef4 E01r101 • 20 AMP 0204CATED L ALNPW COBCWr. • 04 a ML.AND (NOT ON KnCW N CIRCUIT) • C'SHIVASM DRCOPF[CT TO BE LOMW N PAML • NATWROFJM W WMT RM TO NAY1 FML CAPACITY OF w GPM Q MCCTION MB�OT TN�!}IIOLLtRoveUlcm • LAUORr ROOM REL1PrACLE MOLL EB LIRAEO PAL? CNNT•BOEII111lR FRDTICTION FOR PSMpNL CN FEEDMU • a1was MT11OD MULL ee PICK PIOTALLIC CABLE FOOD LLECTIMCAL FWAM41041 OF PeFJE AIN m t2An) • ALL NOW TO COP PLT' IM LL1aT1ICaL FNCNNOW Q TIC FOQI g ®r2ATU. fflfmo my • OM TN ar L1aLrtN3 FPYT B I1111 I TV1M PER PE1G.aiRRA/Y arls4 rIe•elem4ruL oatAr CEILING MTD. LWP14T TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN \------------------------ OPT. COACH 1-04T ELECTRICAL PLAN SCALE. 1/4' ° i'-®' FIELDR VERPY LOG WP PWW MAW -A PANEL:BMexpal bealwr VOLTAGE:120/24OV-lPh 110UPI: 150 Arty KC.B F®ER: SaH CUTHM S 1-a9 Cu (G) in 1 W-C. OR 2F a20 AL TFaAN B 1-SS Cu (G) In 1 1/2 C. ww trot• r a wtlt. a'.A 0-0w ft r P6 MAN n 1 m aaRrTuo i2m I 2 02 1 2 m NFAIa. FaT iDm 4 s • BIN AIC QUA 1 xa 1 x 1 is I PANEL -A PANE.:42atbmkw VOLTAGE: I2D/240V-1Ph MAIN: 160Artp ML.O. FEEDER.3411 CRTPMai S 1-SS Cu (q in i IW O. OR & a12o AL TWM S 1-SS Cu (G(in 1 10 C. w. Fob r O. WY a 0-1 wtll. 0 au NP Pm MAN •12 1 m sm / 2PaDO Rrye m 2 4a 012 1 m IIk114...OFI sm 2 4 012 1 m um s a 46m ll. 25 2 no 012 1 m WOM, tam 7 a 012 1 m AFa tam a tU 12M tlaM m 1 N2 012 1 m •0GFI Aw am 11 12 IND Dnaw.aMGFI m 1 N2 014 1 15 /IY/ad Ri Wa.B QAFa am 12 N sm dye6F1 70 2 ala aN 1 is -- M AFa on to la 014 1 15 KNN., pamy. a DIRI.R Uwft AM M 17 Is lam w.....am m 1 012 N4 1 15 SDaaOAFCI DID Is m 1am 0.00-cpwan m 1 012 012 1 m /B.aM/Om AFa 120D 21 22 1 / UNa ftmmdw Ar0 20 1 1 01225 m am lat—AF01 Is 1 014 27 2a1122 [All 2r a0 2 O I SKVAd$M aM8 n 42 Lad to dmmdWb.Auat0m l N. 77t7RKJ I 21M IA.P b4.sWf..R.Aa.RllaN(1N Dwwd a ABBREVIATIONS: APO: ARCFAt1LTC1OLITOMRRUPIER NC: MON40NCKIMTUM OR: ORCUM FAULT P(MRRUPTER tltl R.a be.�aam 49m ' FNt 1013111-ft9 lOD1 10am Rr.W Yam. tl 4mt IOND 11119 LOAD CALCULJOKM U BAND ON AC N "01400111T LOAD Cann.A.tl La4A Wme 11P0a TYM /]IDwb 1N.7 GwwrW Ltkft A, Reclurbacim Load TtlA Am8 F- 1 Gmwu*aR..2w/ FL 5184 Mom• 1 Rt Kl0O% U..rY U0.. a A.. )sm CIm1 TOWYNDIS o..slwaR.. A B 817sm I I I I I 1 I ® I I M I I I I L I I � I l 1 LED LIGHTING DOUBLE LAV. OWNER'&BAT 150 AMP ELECTRICAL RISER OIQMRAL NOTION A ELI2CIPWAL MATIONALS AND NSTALLATICHO MNLL OCMPL7 WTN BLECTRCAL FROV*10 B OF M OODCdl2M @ltlRltllDLT . AND ALL LOCAL PIgLER IL ALL CONDOCTORB SNALL Et TYPE TIa4WTNW UNLESS Now 0"alm1SE. FNMMR COMPAW ---- 1 I _ I I I 1'-6. LED LIGHTING @ SINGLE LAV. • BATH R I CLL TWM . PS CU IN A CONDUIT OR D .1% CU IN 2. COFCWT. EMINATE ABOVE AMM a OV NI1AAMOtJ CQ'TSNATIOI/ SERVIlm ! DUC014'ECT WATCH AND ELBOi C.ECTIW PaTLR IN NE U 21K RICLOGM BOARP - TEMINAL AT LOW VOLTAGE COMICTCNI • OM40 VOLT. I PAYE 1 94 CU GERACE 601210 C040=10 TO RCC FNCNDE a •1 COPRR /CIU N CONORTE MaCYW P007ER WEE. PER 2 W PVC CONOIIIT CR P1a0VDE ) N 2" PIA SCHWUL E M PVC ELECTRICAL FNlav"w" aP Tm Mew-mw E I[RV M Is F'IECVIDED BT no Nr. COOPONAT1 DOOM TIM 1LECTP C HB" DIA X B FT LOW COPPER CLAD OIaCUND .SOD i0 MID. 1441N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdeskgngroup.com AA S: 0008825 0 a � S a v01V. er LoaO ABBOTT PARK LOT #1 BLK. #10 P1lOJl7CT 04181.00�- 2 MODEM. 4EBB "1828—CALL" GARAOa MVfnM: RIGHT PACE: ELECTRICAL PLAN 160 MPH EXP. C D TM 11/25/19 aaA=:1/4"=1'-0" aii6ffiP E1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT 64ALL, BE PROVIDED UTH PROPER CLEARANCE, FOR SERVICMG, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED N NON-COIJDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATNG. ALL SEAMS SHALL BE SEALED UTH GLA66 PAS 4 MASTIC, AND INSTALLED AS PER PBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NPPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHPNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR MET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL, OR OTHER MATERIALS AS PER FISC 6TH EDITION (201) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH POO 67W EDITION (2011) MECHANICAL CODE SECTICN 403. S. ALL EXHAUSTED BATH ROOMS, 844ALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL PIPE RATED CEILING AND WALLS SHALL HAVE AN APPROVED PIPE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCE66 DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLE6 AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECW DBF BOOSTER FAN OR EQUAL. PANTECN DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET UTH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- 8UPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN s LIGHT CIA OUTSIDE AIR ® THERMOSTAT m PA86-THRU AIR GRILL NOSE, ALL HVAC TO HAVE PROPER PANG W/ DRAINS SECURE STRAP TO CONC. ATTIC W/ (2)-3/I6'X2' TAPGONB UNIITT SIMPSON W15 ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) RSXI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES CONDENSER UNIT AIR HANDLER 1 CONNECTION TO PAD EXTERIOR WALL 1 3/4' PVC CONDENSATE DRAM LINE NOTE, MAN COND. DRAIN 3/4' DIA OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER VMECHANICALMD6.0,001! PDCR 6TW EDITION (2011) SECTION 3017A HVAC DRAINS SCORIATED NICKEL /- FIN. FLOOR COUNTERSUNK BRONZE FL. FL. / OR WALL CA. PLUG FITTING OR EXTENSION TO 601L OR WASTE AS REQUIRED WADE 6240-K J08AM 560M INSIDE HSERIES NICKEL BRASS TOP CAULK P.VG OPTI/8PEC (J)FLOOR SLAB CLEAN —OUT (T FIR GRADE OR PAVING SEE OPEC. 1'-81X8' CONIC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TY NOTE. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE PPAL ELEVATION. MECHANICAL PLAN SCALE, 1/4 . 1'-0' C 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407.7744078 W W W.Obdes(gngmup.com AA M: 0003325 a °a Sp BLU'1mm !e LoTs ABBOTT PARK LOT #1 BLK. # 10 r JlUCT04181.006-01102 MOD3L.• 4EBB "1828-CALI" GARAoa EIMNGU RIGHT PAGL': MECHANICAL PLAN 160 MPH EXP. C 57AFO�l OFM 1A 9 M D � 11/26 119 sCAXA: 1/4'=1'-O" see M1 ITER 2x4 TOP PLATE - FEW Y PRE-FA6 TRW3S VY CL4 BOARD 7 V2- DRTW4LL Tff- SECURE BIT. -- PLATE TO SLAB UW IOd MASONRY NAIL a .W' O.G. MAX FIN. PLR 2X4 WOOD STUDS 024' OZ. , a I ut"a IN PARTITIONS SUPPORTING WALL HUNKS PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' OZ. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' OZ. 1 TYP. INT. WALL NON—BRG. D1 SCALE, FIBEPIGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSll ON Ik OAS. SHEATHING /S' GYP"I BC SU OR J. COX PLYWOOD OR 1/2' HIGH SECURED PER STRENGTH CLG. FASTENER SCHEDULE BOARD 5' DIA SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS OPIPE THROUGH BOND BEAM D1 WALE:3/4'.I'-O' PRE-ENG TRUSS \-SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRP EDGE PER ELEVATION 2x FASCIA PER r-p If ELEVATIONS oN. R-4J INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS l—CTURAL 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRl_ ix2 P.T. RIMMING - STRIPS, • 24' O.C. v CMU 1/2' GYP. WL. EUD.- WOOD BASE — n W/ WINDOW OPENING L! FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT,NSTALLED PER 1 SECTION RWb.0 ON If' OWS. SHEATHING OR 3' Cox PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRIES MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT In' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. PLR n TYP. WALL SECTION NO OPENING NOTE; PER SECTION SM.1.1 - FOR ROOF S212T SS 412 A - %4� 1—STORY HIP BLOCK WALL (-2)-AYER UNDERLAYMENT SYSTEM SCALE, 3/4'.1'-0' IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (U LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE Iv, OR ASTM D 6'151 pm em LM 2B GAS LINE THRU BIACK rr FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R80bJ.1 ON I}• OAD. SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS VJ' TACK 7 COAT - FLYTM APV-L= 0114mm To MAOGN T Irt LA Rx. eo ATTAGWOP To M.L Cl" Ae Me! OA MALAWICD s GARAGE DOOR JAMBS \llD1 SCALE: 2x BLOCKNG 15ETUEEN TRUSSES PER STRUCTURAL DETAILS STIFFDACK AT ALL UPRKsH PER STRUCTURAL DETAILS PRE-ENG LLD. TRUSS — CONY. 2x RAT SECURED PER-/� STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ DIV GYPS(J" I BOARD OR I/2' HKoH STRENGTH CLG. (BOARD V/' THICK 2 COAT-// PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 8 Cm i. a a. .'a • 4: n W/ WINDOW OPENING H ' R-4J NSUULATICN WINDOW ATTACHMENT AS PER MAMFACTURES SPECIFICATIONS STRUCTURAL bt2 P.T. FURRING - STRIPS 0 24' O.C. V2' GYP. WL. BD. - WOOD BASE— FIBCIC33LASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwbJJ ON I' OAS. SHEATHNG OR P COX PLYWOOD SECURED PER ®. FASTENER SCHEDULE TYP. MTL. DRIP EDGE ON. 2x FASCIA PER ELEVATIONS, VENTED SOFFIT PRE-ENG.GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL. DETAILS 1/2' THICK, 2 COAT P'ORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Cm 0'-0' FIN. FLOE TYP. WALL SECTION NO OPENING (1)1—STORY GABLE BLOCK WALL tSCALE, 9/4'.I'.0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 82750 PH: 407-774-6078 FAX: 407-774�4078 www.abdeaWngmup.corn AA 0: 0009328 8 R �i $ s JpS p W � 8QI� b a S aumiv. all LoTz ABBOTT PARK LOT #1 BLK. #10 P1tOJECT 048. —010 M[ODlIL: 4EBB "1828—CALI" GAP402 aWUTG: RIGHT PAGIM DETAILS 160 MPH EXP. %Cff DAW 11/25/10 aCA=: 1/4"=1'-0" ar111wT D1 A-60LT6 4' EMBEDMENT MN MAINLY FF=H FLOOR TO of N ___..—_ . _. V i® 2X6 GARAAE DOOR VJ= W/ (0) ® VW A-GOI.T6 4' VVM IDa MIN 1.2X6 R BLOCK • CCNTIR OF DOOR HEADER WKI)li W J-BOLTS ® 4' E'BEDME NT 11V 29OW WA&W AND NUT. ® L•.,,... 1 m MAKFACrUMM6 INSTALLATION 04TIMT1004 UWM BUC44 NSTR)CTIONS AM MORE STRNOONT GARAGE DOOR t BUCK ATTACHMENT Nora 4F . 8' cm 1i' DRYWALL I'X4. OR VX2' P.T. NAILER ❑ Ix4 P.T. OR Y4 X4' MIK I'HEAD URE THRU FRAME 4 END I Y4 INTO BLOCK ❑V TAPCONS SHANK SIZE .Wb SIZE 300 MINI. EMBEDMENT 144' WITHIN 8' OF EACH END 4 18. O:C. MAX BPACIN6 DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURER DETAILS. NOTE, 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +3/4 OR +5/4 A w LAC + R + 4 ALE, N.T.D. 2X4, m SECURE TO BLOCK W/ Il(s• TAPCONS OR (MIN. SWANK SIZE .145 MIK HEAD SIZE 300 MIK EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 18' O,C. MAX SPACING. 2Xb,m SECURE TO 15Lpp.V1KC UV2 TAPCONS(MIK 94ANC SIZE 340 MIN. HEAD SIZD" MINI. EMBEDMENT IY4) WITHIN 8' OF EACH END 4 8• CL'AJ IB' O.G. MAX SPACING, 14• DRYW SECURE TO BLOCK tAPCONS (MN. SWANK SIZE J45 MIK HEAD 61ZE 900 DOOR MIK EMBEDMENT I Y4) TT'� WITHIN 8' OF EACH END 4 R CASNG JAMB OR WINDOW TO 2X PER MANUFACTURES DETAILS, 18O.C. MAX SPACING._/4 NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-1 2X4m SECURE TO 15LOM W 4Ns' TAPCONG (MN. SHANK SIZE J45 MIN. HEAD SIZE 300 MILK EMBEDMENT 1 Y4 ) WITHIN 8' OF ACH END 4 E IS'Or_ MAX SPACING. NOTE. STRUCTURAL 2X 2)(bm MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK W/J-V NON-STRUCTURAL TAPCON6 TAPCON MIK I Y4 (MIK SWANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE ISM . CMU MIN. EMBEDMENT I Y4) ' DRYWWLL WITHIN 8' OF EACH END 4 16' O.C. MAX SPACING. 4. OR I'X2' P.T. NAILER 2XSn SEA BLOCK W/J-Y&' 'Oba X WMIK(MIK 4VATTA04 SHANK SIZE .14b OOR C's'S�MIK HEAD SIZE 300 OR JAMB OR WINDOW MML EMBEDMENT I Y4) TO 2X PER WITHIN 8' OF EACH END 4 MAN IPAC7URE4 DETAILS. 18' O):. MAX 6PACNG. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED .49 DOOR JAMB TO BLACK +1-15//1,�' rn\ VMDOW TO BLACK +1-15/16 �' 8CALE, KTb. 2X4,m SECURE TO BLOCK W/ TAPCCN6 (MIK SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE t0 15LOCKLW2-%, NON-STRUCTURAL V TARCONS TAPCON MIK I-Y4 (MN. SWANK SIZE J45 EMBEDMENT INTO BLOCK MIK HEAD SIZE 3" MIK EI DMENT I Y49 8' CMWITHIN 8' OP EACH END 4 )S• DRYWALL IV Or- MAX SPACING ❑ I•X4' OR I'X2' P.T. NAILER SECUR2XSE TO BLOCK WR-V.' CASING TAFW-" (M IR GNAW SIZE J45 MINHEAD 81ZE 300 DOOR JAMB OR WINDOW MIN. E M15EPMENT 149 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 19' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +2 11/4" n K7 w TO BLOCK +2 1/4- 2X4m SECURE TO BLOCK W1 1)(4 TAPCONS (MINI. SWANK SIZE .145, MIK HEAD SIZE 300 MIN. 8 DMENT I Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IS' O.C. MAX 6PACING. MUST BE ON OUTRIDE 4 2X6m SECURED THROUCvW NON-STRUCTURAL VSEA BLOCK LLVJ•9Q'TAPCON MIN. kh (MIN. SHANK SfZE .145 EMBEDMENT INTO BLOCK MIK HEAD SIZE 300 • CMU MIN. EMBEDMENT I Y4) • DRYWALL WITHIN 8' OP EACH END 4 B' O.C. MAX SPACING. ❑ •X4. OR I'X2' P.T. NAILER 2XSm SECURES To BLOCK W/J-%- TAPCON DOOR CASING (MIK SHANK SIZE J45 MIK HEAD SIZE 341N7 MIK EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER I6' O.C. MAX SPACING. MANUFACTURES DETAILS. N016 4xw»,mip ro � 4wnx, xm 4x®4r, DOOR JAMB TO BLOCK +3' isi MNDQX TO BLOCK +3" i' SCALE, KT . 2X4m SECURE TO BLOCK UV V TAPCON6 (MIN. SWANK SIZE J46 MIK HEAD SIZE 300 MIK EMBEDMENT I Y4 ) WITHIN S' OF EACH END 4 NOTE, STRUCTURAL 2X *'Or-. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/J-'lfi' NON-6TRUCTURAL 'lfi' TAPCCNS(MIN. SWANK SIZE TAPCON MN. I-Y4 J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIK EMBEDMENT I Y4) 8. CMU WITHIN 8' OF EACH END 4 �, DR7UL4l.L 18' O.C. MAX SPACING. ❑ I'X4' OR 170' P.T. NAILER SECURE SECURRE 70 BLOCK UYU-ib' 2ND 2X SECURE TO TAPCONS(MN. 814ANK 6IZE 6TRucTURAL MEMBER Jy tV'2)1244 WITHIN 8' OF EACH MIK HEAD SIZE 300 END 4 6' TO 8. Or- MAX MIN. EMBEDMENT IY4') "--DOOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW I6' O.C. MAX 6PACING. TTAC 4 TO 2X PER MANUFACTURE6 DETAILS. NOTE, SHIM 46 NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3' F +' , KT 2X4m SECURE TO BLOCK Wb'4 TAPGONB(MK SWANK 61ZE Jo MIN. HEAD 61ZE 3" MIK EMBEDMENT I Y4) NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 W Or- MAX SPACNG. SECURED TARO" 2X6.= NON-STRUCTURAL 21(►' SECURE TO BLOCK UYI-1/4' TAPCON MIN. I-Y4 TAPCONS(MM. SWANK SIZE EMBEDMENT INTO MOM J45 MIX HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1)".)• DRYWALL WITHIN 8. OF EACH END 4 I8' Or- MAX SPACING. PXW OR I'X2' P.T. NAILER 2X84mp ❑ SECURE TO BLOCK U 4-1/4' 7(4 pbD. X 4' MIK TAPCONS (MIN. SHANK 812E .145 DOOR CASING MIN. DEAD SIZE 300 MIK EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 1 ATTACH TO 2X PER IS' O.C. MAX 8PACING. MANUFACTURES DETAILS. xv,s.6---moom.w- mwpwo &, DOOR JAMB TO BLACK +3-7/18' G w + -7 6" E, KTb. 2X4m SECURE TO BLOCK W&4 TAPCONS (MIK SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ys') WITHIN 8' EACH END 4 NOTE, STRUCTURAL 2X MAXX 18' OOr-SPACING. MUST BE ON OUTSIDE 4 2X0m SECURED THROUGH SECURE TO BLOCK UYI-1/4' NON•6TRUCTURAL Va' TAPCONS TAPCON MIN. 144' (MIN. SHANK SIZE J4b EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIK EMEEDMENT 1 Y4) 8' CM WITHIN O' OP EACH END 4 V DRYWALL 18' O.C. MAX SPACING. ❑ PX4' OR PX2' P.T. NAILER 2X642® SECURE TO BLOCK WA-1/4• ' P.T. X 4' MN. TAPO" CB AGING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMOR WINDOW WITHIN 8. OF EACH END 4 TTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR pIAMB TO BLOCK +3 3/4" TOBLOC K +3 3/4' d N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdostElBoup.com AA 5: 0003325 la � S aumly. a LOTU ABBOTT PARK LOT #1 BLK. #10 PROJECT 04181.006-01102 MODMIA 4EBB "1828—CALL" GARAOLB SIVINGs RIGHT PAGN: DETAILS 160 MPH EXP. C rmm 11/25/19: 1/4"=1'—O"J' D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 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 2017 FBCR 12/31/2020 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 FL38644.2 MI WINDOWS & DOORS FIXEDGLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FLIS332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS& DOORS WINDOWS MULLIONS 2017 FBCR 6/26/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL S678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 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 UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W. FLORIDABUILDING.ORG CONTROL DATE:10/11/2019 .1 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesoVoup.eom AA B: 0003325 , o sUDDIV. & L07il ABBOTT PARK LOT #1 BLK. #10 lmj=T/ 04181.000-01102 MODEM. 4EBB "1828- CALI" QAltAGZ IsWUM- RIGHT PAOM- PRODUCT APPROVAL LISTING 160 MPH EXP. C APPROVED BUILDING WRAP PIl40PI0W OlXa ROL JOINT � OF CON .IONS td El UN D TED rTLLAT14 • 1' ...MAX (VMJ. bk= DO NOT FASTEN CONTROL .ION? TO EALL EVEN F eruD EXITS BEYOND ENCEPT STALES W/ MAY 101111 PTO TE!i . D<w10 INSTALLATION PI�OW XTTO W 4PAC77 j-KTNICR3 COAT CEMENT \ WM LAYER 4. PORTFEAR OULDNO PA PER APPROVED FETAL, LATH FA&TEIED 41' (VERT.)O.C. MAX AT SI PFORTS WRB LAYER -1, GTWCCO WRAP WOOD M.EAWNG \r LATH HALL NOT m �T�e v ro r v To v TMROUMW CONTROL \ PUT SMALL — M STOPPED AND TWO AT EAOM MDA. PROVIDE 2X4 BLOCKM PAR ASTI'S Cl T)0)4 PLACED FLAT MAX S' TO 0' NOTE.\ PROM CONTROL JOINT Ill COMRCL JOINT FALLS ON oTRIOTIRAL s110 ASMEM POR LATM TO M NAIL& OR i STAPLE! IN COMMIANCE QV AS7M CID63 2. WARE TIES TO BE (NO. I&) 00418' WARE 3. SLOCKMe SHOWN MAY M N ADDt \ TO WALL eTWDO REWIRED PER FLAN C .5 MWO .060--p m-- No 10 r7umm V Ol FOLD SEYIO . PT. A ••cLe O L . AD RA L QeIARS . P4. & L OPULAM . R. C OL POW SER)O P PT. A • MM. . Ar e ® L FOLD pIIMO . R. A 2.w,w.Pa.s A POLD Pr. O 04P! In !morrto" PLAULT°Igia • 4M YIN� e .orTaPl RAC WUMI TWaR SEAL FOLD. QQ Ei CUR. SMALL BE LAPPED A MINA AIM OF 4.4• SELF-ADM$RRG MEMBRAFE o S' • VERTICAL LINO (ROLL PLASMMA W/ FIOOSA 6' *V. AILS) . S' • HORIZONTAL LAPA MATERIAL) WRM MATAR OVER OVER ALL Se4FM& NEED TOM TAPED LATH VERTICAL LAP M BE I' APPROVED NOINe OU WITH FOW=M S EATWNS TAPE PLASMIND TD luTSEb eNTD PIP! / \ 1' OR LAN PPA •',r&' SELF-ADNERM MB'A7R" \ PENETRATION PL.ASNMO (COPPATM" W) MOUSE FIATEMAL) OVER 4-AV SELF-AOMERNS MINERALS ILASMM6 OVER .APPIROVAD r rea LAP . rE1AL un1 MOOSE WRAI! ONTO IMP! �C X X X X X.X�— COT MD OVERLAP Q! 602 OF MATAL LATH SELF-ADFERMta IlE'IDRANE PLASMRI6 COT AND OVERONE&IDE or I STEP M SELP-ADNARPIO MAMBRANE STEP WM LAYER'1, TACK 3 COAT CEMEiT � R- � um LAYER &TIICIG WR4P ISTER / AL LATH WM LAYER -2. PORTFM3ER- LAY WRD LAYER 7, PORTPIBER I LAYER 4. I =, PO M ONS PAPER SUV�RrPLASMMI6 BD—u PAPER OVER 4A4' 41LA SELF-A�D/IIRtJb MEMBRNiINSTALL FASTENEIRS (CLIN. PLA&MMVS OVER APPROVED D MEA.TMNe STRAPS, STAPLES) AS REOIIRAD TO SECWR! MOOSE WRAI. PLASMa16 TD lY7aID ONTO FYP! PPG am TO PRAFINO 4'x4' SELF-ApfSSR•10 ME'ORMlE R.A6411% 01,2R APPROVED WOUK IuFRU.LAW . "TAPER LAP 2 ec 1 I Vr.r o Q KICKOUT DETAIL "MR rag SEAL 4WD OR Ra.pm mamar w t9m GIVE LAP& OP FESTAL PLASTER BASES MALL MES ORCL4 O TO Fpt4mN8 MOMMM . THEY &MALL M TWO MTWM &OPPORTS WITH 0®419-N (L21-MIN) WPM AT INTERVALS NOT MOIRE THAN 1' (221-FMA AS PER ASTM CI063 1AL FOR REPAIR OP TRAIN IN RMES LAYERS, TEARS MAY M PATCHED WA40M WRAP TAPE PER MAMP. SPEC, OR PEEL P STICK IUOOO STIL MEATMM BUILDMVO - PAP'E! eTueeo — WOOD SHEATHING OR CMU WRS LAYER 01, STUCCO WRAP (FRAME ONLY) T THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) 'METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WAI. SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. W CONT. BEAD OP SEALANT WTALL APPROVED WOUSEIRAP AIR &FILTRATION BANIIAR OVER SMEATMINS ELAATOMEIlC COATING OVER SRIGCO/ C.V. PNSM (SEE TYP WALL SECTION) SECTION DER SECT ON R70S.7 ISgilExl-imLR o pofg W Mall r uw of portiend oPnlio pbeBar rogdoomtdA* with Te C926Ym requlrememedASTM C 62612A. ImWation of exterior IeIN§ aN bmFg Shell comply with ASTM C 106312A TRATION DETAIL (FRA" IE) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER "2 (FORTIFI5ER — — — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO 77 SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.11 / ASTM C-84-7-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX:407-774.4078 www.abdosWiVoup.com AA M: 0003325 aWi O lip 11umly. as LOT: ABBOTT PARK LOT #1 BLK. # 10 PRDJMCT# 04181.000-01102 MODMU. 4EBB "1828—CALI" GARAGE SWXNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ROL40 jLABOUCWkM L AR NO SOMJ DA 11/25/19 8CALRT 1/4"-f-O" sx:rsa' WA1 BACKER ROD BACKER ROD INSTALL 6' SELF-AD1ERMG MEMBRANE PLAS14NO OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6Eh anCE OF FLASHING TO BE, L MOTTOM. 1. 61DE6. 3. TOP VENT OAP 16 TO BE SET IN CEO OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OP NON -MOVABLE PRAME AND STUCCO ONLALL SIDES, X' CAULKING 0 JOINT PER SECTION R708.7 Exleft hINna wtd� Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shell comply With ASTM C 1063-12A. UM LAYER 9, STUCCO WRAP HOODED VENT r. k THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER V, PORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) 1 ME, DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.r� LBO. PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH --- , WALL `I I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF, SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALEt N.T.S. STUCCO SCRATCH COAT hit 1 COAT OF PAINT W/BACK- ROLL PRIOR, TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISCYANOTE-POLYBLEND FOAM �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LAWGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 9, STUCCO WRAP WOOD SHEATHING APPROVED HOU&EWRAP BELOW CUT SUCH T14A NO MEMDRAN! ENTERS BOX, APPLY TO FM EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT -PROVE SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP #3 WOOD SHEATHING LAYER 9, STUCCO WRAP LAYER @, FORTIFIBER BUILDING PAPER METAL LATH WOOD CONSTRUCTION �,�H��a6N 0 WOODS FASTEN TO WOOD STRUCTURAL MEMELR � '1' OG. MAX 6' cm A' TO K' MID -WALL 6' WIDE STRIP ow ADHESIVE PLASHING, CLEAN MADCNRf OEPORE APPLYING TEXTURED ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 6• WRB LAYER 9, STUCCO WRAP CUT 'X' INTO &ELF-ADFIERMG � MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WIFE LAYER +I STEP *2 WRB LAYER 9, STUCCO WRAP APPLY 60 MIN ® MSELF-ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 12, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. PINION (SEE TYPICAL WALL SECTION) �'.�AOWMETAL LATH STEP *S STEP 06 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX:407.774.4078 www.abdoeigngroup.com AA 0:00033215 4 F PARK #1 #10 04181.000-01102 MODRi. 4EBB "1828-CALL" GARAGR swstTa: RIGHT PAG1L': WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO -ADHESIVE FLASHING — — — — — 2 CORNER SEAR ,.; (FASTENER t SPACING n CMu THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK 3 i44i N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.774 O778 FAX: 407-774-4078 www.abdesigngiroup.com AA M: 0003325 a t al ABBOTT PARK LOT #1 BLK. #10 pRO OTIP 1 2 "ODN A 4EBB "1828—CALI" GARAGM BWENG: RIGHT PAGM: WALL ASSEMBLY LDETAILS 160 MPH EXP. C Ic A DAn M 11/25/19 SCAI.0 1/4"=1'-0" sly WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER02 (FORTIFIBER — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING eU EODTRUCi'ION YOND WOOD BRlATNMG— WATIRER REBIOTNE BARRIER 9 MATWERR MffWTNE- i 74 ��AP NMO LAGM D••F HERWn - ATARTER &rWP— 1 W GELF-ADHERING WRATMER DAMMM I,a.BIOTIVE DAMPIER WATHER �NOTh/E •' BELF-ADIIRMG FLABNMG 7i�Aai A ` ,IOOD6. A - / 'uRaaDATIV" I �; BE AL GAP WTJKLKMG OR APPROVED OEALAM CIAGM SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX:407-7744078 wwwabdeoWngmup•com AA N: 0008825 Ial L a F PARK #1 #10 p 04181,000-01102 M ODRIA 4EBB "1828-CALI" GA>R"Z BMUM: RIGHT PAG3: WALL ASSEMBLY DETAILS 160 MPH EXP. C rI t A0,0V A. ABOUM4AM L AR NO 93M J DATM 11/26/19 8CAM 1/4-=1'-0" slacm WA4 1 1 I I I 1 1 1 —2x6 SUB-BANb W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK —DRIP EDGE 1/8' TEXTURED FINISH a WOOD 1/2' TEXTURED FINISH a CMU FETAL RA6CIA eAi.AP II I\ I\ \ 2x6 am eNWD \ ! 1 II METAL FASCIA \\ WRAP FROM \\ STUCCO, I' FROM \ WOOD WALL \\ EXTERIOR WALL 1 (FRAME OR CMU) \I NOTE: NOTCH FOR 2X& \ SUB BAND ONLY � 1 ®ELEVATION © fmLAN B 7ROOF KICK OUT REMOVED FOR CLARITY 1 ROOF DECK (BEYOND) \ DRIP EDGE, I' OFF WALL NOT INTO STUCCO) '1/8' TEXTURED FINISH +� .` /WOOD, 1/2' TEXTURED FINISH a CMU 2x6 SUB -BAND W/I'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'-C* SCABBED TO TRUSS W/12d NAILS 6'-S' O.G. MAX. 2x SUB -BAND Wl%'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL 3• x x Ix'' :gin.... x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x so x x x x x x x x x x x x x x x x x x x x x x x x ,.. x x x x x x x x x x x x x x x x x x x x x x x x x x x x � X X x x x .:... _. . c ; SUB BAND DETAIL ® WALL W KICK—OUTOUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WM'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY AME OR CMU \LL KICK -OUT FLASHING LT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.)'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Vx4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-774-4078 www.abdeaWngrouP.00m AA 8: 0003325 8 4f all i Q 0 Ir sumxvBBOTT PARK LOT #1 BLK. #10 acimT/ 4 .0 —0 1 2 moaau 4EBB "1828—CALI" GAUA0a DVIKO: RIGHT PAGa WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C D � 11/25/19 scALm 1/4"=1'-0" 9*ucw WA6 39'$" 36'-2" Y-6" 0� SLAB — — F M-12 X 12 F M -12 X 18 — — — — —, i, r r� IN �F 4"GONG. Q Sri I SLAB I i g ILL Ow 0. +-3 1/2 1'-0" LF-24X24 l r 10 r� 1 FM-12X78 EXTEND �r SLAB i 1/2" 4"PVC r CHASE r r� r� 4 i Iri 0$ -0_ i I TOP OF SLAB Sri r� rj �r I ire I r� �r I r� I - i� r/ Ir� rj .I i' r; I 1 —b' b TE-, -5 1/2 a 5 X-O" I � I io .I 1 EXTEND r—�'— 1. SLAB 11/2" 2 FM-12Xi8 ,p L I SLAB o al X I +$1n y 1$ I 3'-0" I 2 7 12 1-----, L 1' FM-12X18 — J - MC-12X18 FM-12X18 FMC-12X18 4 4 10'-2" 3'-10" 2'$" 2'$" 21'4" 14'-0" 4'-4" 39'$" FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-9-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-Y-O", 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 1n" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. B. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING, 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.ONDICATED #5 BAR, ONDICATES #'B BAR, INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5= 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,OOOPSF. TRANSFER REINFORCING (TOP STEEL)HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #6'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 BJ ACCORDANCE WITH A.C.I.530-13/ASCE 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: Pm= 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSIS UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C 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 W I AXW I A OVER GENERAL 3 IQ* 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" LAN 10" - e + 0"-0" FM-1202 12" CONTINUOUS 12" ()#58 FM-12KIS 12' CONTINUOUS 18" (2 #5b +0'-0^ FW16x18 16" CONTINUOUS 18: FMC-12118 12' CONTINUOUS 18' - $ #6 IN CURB VARI F-24x244" (-)0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774-4078 www.abde9WVoup.com L AA #: 0003325 O O t u D � aulwiv. ae LOT: ABBOTT PARK LOT #1 BLK. #10 PR0J=T 0 -0110 MOIDZ : 4EBB "1828-CALI" GARAGE SWRNGi RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C D � 11/25/19 scALE:1/4"=1'-0" spizzT S1 30' MIN. EACH WAY MONOLITHIC FOOTING }} STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED •• ••a,:_ CELL SEE PLAN FOR SIZE AND d CELL SEE PLAN FOR SIZE AND a " d G � w SPACING REQUIREMENTS O p T I w O SPACING REQUIREMENTS W ate" 1p GARAGE DOOR w RECESS eL FM N 2 8" CMU WALL O 8' CMU WALL J CORNER BARS, SAME SIZE AS BAR "o' - IN FOUNDATION WITH Yr LEG EACH i w = + a TOP OF SLAB '"� +- 0' TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS W N . _ , . •. • • MATCH AMOUNT OF CONTINUOUS BARS •I'•. •I CURB FOR EXT. PORCH SLAB , SEE SLAB SCHEDULE BAR SIZE 48 BAR DiA. 4" CHAMFER (1STORY) ip 18' • EXT. PORCH SLAB •` • SEE SLAB SCHEDULE TOP OF GARAGE • p. I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE � •' MASONRY UNITS SET 71p• AT ELEV. ISOLATION ' �• 8' CHAMFER (2-STORY) W/ 1/2" ISOLATION 4' CHAMFER (1-STORY) �� • 0'-0" NT JOINT JOINT (WHERE � • �. • APPLICABLE) '2 #4 24' SEE SCHEDULE 30, JOINT (INHERE, APPLICABLE) 2 6' CHAMFER (2-STORY) •4 i ' EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE #6 36 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (10. 2 TO 3, PROVIDE 2 BARS), LIND p7 42" iu EXTERIOR MONO -FOOTING r2 EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE: 3/4--l'-(r scALE:3a"'''° CORNER BARS DETAIL DOOR OPENING @ GARAGE 3 4 SCALE: 3l4"=1'-0' SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN, OF 48" A AND NIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL PLAN w 2X4 OR 2x6 WOOD BEARING PROVIDE 13LOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/SYP WALL W/ SYP No 2 STUDS SEE 2" CAPPED GALVANIZED PIPE 5 NEW REINF. BAR SECURED W/ 2- PART No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ SPACING. SINGLE BTM PLATE 1/2"x8" WEDGE ANCHOR WI Y PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. WIFLANGE BASE a I EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT' PLATE TO d 8", UNO FOLLOW ALL MANF. PLATE EPDXY 5-1/2' EMBED. MIN. i6' OC SLAB W/10d MASONRY NAIL 16' 0/C STAGGERED. 4 USP SPTH4 OR SPTH6 BTM MAX. a' = SPECIFICATIONS FOR co AND TOP PLATE ANCHORS W/ ADDITIONAL METAL = m AND I 1Od x 1 112" COMMON NAILS CO NNECTORSNOT SECURE FLANGE TO SLAB W/(4) 1/4- X 2 1/4' I- m PREPARATION OF O a HOLE. FILL ALL HOLES, DO NOT USE y REQUIRED WHEN NO UPLIFT IS PRESENT. TAPCONS I v w tOd x 3' to y w SEE SLAB SCHEDULE SEE SLAB SCHEDULE ,P¢- TOP OF SLAB ... :, TOP OF SLAB \ 0 •4' CHAMFER (I -STORY) •: 6" CHAMFER (2-STORY) °.�. �_ ._��J. •_�. _° ...' � s• EQ. EQ, SEE SCHEDULE EQ. EQ. SEE SCHEDULE BOLLARD FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 SCALE:3/4"=1'-0' (W1 UPLIFT) $ SDALE:34"=''-D (NO UPLIFT) SCALE:34"=1'-0° LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 18d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2X6 WOOD BEARING PROVIDE BLOCKING 2 E WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BT. PLATE TO p y BTM. PLATE TO BE PT. tOd MASONRY NAIL t PROVIDE DBL. TOP PLATE STAGGERED. m w NAL METALTORSNOT WHEN NOS LlA O0) 8'CMUWALLED PRESENT. Z POURED LINTEL CONT. (TYP.) �' 8" CMU FILLED CELL OW.) •:�"AB AS�' TOP OF SLAB SCHEDULE h .� 2X WALL FRAMING SEE SLAB SCHEDULE ;• 112" DIA. USP 725DSD BOLTS 5" +- a-pMINIMUM TOP OF SLAB "ISOLATED' COLUMN PAD Ike+ ,� EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND ° • CENTERED UNDER WALL AND 18" O.C. VERTICALLY MAX " °'•.. ..`"-' POURED MONOLITHICALLY WITH "�i. -i-e FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE 17T . FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO FOUNDATION WOOD WALL A„ FOOTING AND COL. PAD �� BLOCK WALL CONNECTION Epm!mulv (NO UPLIFT) 'V SCALE: 3/4"=1'-a' 1 I SCALE: -'-I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407.774.4078 www.ibtleslgngroup.com ' L AA N: 0003325 0 WD [ABBOTT tJaDIV. At LOT: PARKLOT #1 BLK. #10 m0j=T3/ 04181.000-01102 "ODaz.: 4EBB "1828-CALM" OAP-4GR aWDM: RIGHT PADa: DETAILS 160 MPH EXP. C nw11/25/19 sCALa: 1/4"=1'-0" sits= S1.1A DOWEL PLAN SCALE: 114" = 1'4' .1 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX:407.774.4078 www.abdesNM*up.com AA 8: 0003325 IL S � a ghli BUDDIV. S. LOT: ABBOTT PARK LOT #1 BLK. #10 PIlOJi7OT 4181.00 -01102 MODEL: 4EBB "1828—CALL" OARAOE swlMo: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C AFK*arEcr: IMA7E OF FLU , I'+ PAXAM A ABOUCHAOR AR NO 9WM DATE- 11/25/19 scALE: 1/4"=1'-O" aHum s1.2 TIE VERTICAL REBAR TO HORIZONTAL RESAR W/ ", HOOK GROUTED BOND BEAM VARIES PER ELEV. z e H d:. "I .a p 4. CLEAN OUT REQUIRED FOR INSPECTION 'd1.. I TIETVERTICAL REBAR . d� 3 • TO HORIZONTAL _ REBAR W/ 10" HOOK a. BAR SIZE 148 BAR DIA Z W #3 18' >> U #4 id #5 #6#7 HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q p: G TC SPACING REQUIREMENTS mw U h p i 8' CMU WALL �. T TOP OF SLAS d TOP OF SLAB (t•/. \-SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. >#3 • ' d EXT. PORCH SLAB ^ 4" CHAMFER (1-STORK UU ° d W/ 112" ISOLATION 6" CHAMFER (2STORY) 18" ' JOINT (WHERE APPLICABLE) Z MATCH STEEL #5 30 8" PVC CHASE � REINFORCEMENT PER SCHEDULE 38' 6" PVC CHASE THRU FOOTING THRU FOOTING #7 4r MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/4'=1'-0" #5 BARS CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-77445078 FAX: 407-774.4078 www.abd*sWngroup.com AA#: 0003326 S aysnm as LOT. ABBOTT PARK LOT #1 BLK. #10 PROJl70T�1 41 ,000- MODZU- 4EBB "1828-CALM" GARAGM OWDIM: RIGHT PAOZ: DETAILS 160 MPH EXP. C PRUNT DATjM 11/25/19 aCALM 1/4"=1'-0" axENr s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 11/7 HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1110 HOG 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 91 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 HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" 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. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. - BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH / T.O.S -TOP OF SLAB ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. - FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (fc SIZEPSI) W REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)a5 WA GROUTED SOLID "CAST-CRETEO SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 9"PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LWTELS SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-UNTELS 0-4—w SAFE LOAD - POUNDS PER LINEAR FOOT `1aw4e— SAFE LF 4-4-- SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH sea r+� r+a'a swa am" WANT sma TYPE LENGTH 5lk RCM TYPE LENGTH ate4r sear s=a,r rtua s=atr Meat sno4a run se14r roar rsn rust sm.n 1 waar amamp wma ran ago -in ra-1a 2 ruin SIS' (44') PRECAST 2721 m m m ar7 m m INe/ Sp (42') PREC418T 10Itf 1024 15f5 Sr M Finaw ON m m 4M ON OR 7Iw m 4Na $I# 7a7 Iwo tIIN ,s Will m NO 4104 m eM 7wI 0r (48� PREOW 1SE Na 44N m tM am rr on PREC/15Tt434 m toff 'm m mraw s m m m 4wa m wN m 4m Mn 7aw aM tOaN ,m 01a m m m ON m m 4'r BN7 PRECAST lflf 1M 210 aw m am m ISO 4'r PRECAn ff1 1078 4� 1549 PmCA6T my m a,w am Ad 4n1 m wa 4a7I an "a W2 I0a/ ,s Iw1 ON air m0 ON 4n7 rN sr (K9 PMCAW m7 ,aN s am ow om PREGINT 411 70 S4' (a") PMCAXT im m saw am m Nw All +M m m raw im tro m m m aM bar B-1p 1709 PRECAST tae2 Ito Ifn 1N1 m ON m awn F-W (N) PPECABf 8aC 01e BNp (7d) PIECABT O t 2m 3m 7O0 4/N 1411 m 4810 m IO/ ON X= ww Iaw NO Qr (M PRECAST Ml +m :Irr 4N0 Nat 4M M, Sa, (�) PRECAST 721 490 Sr (78) PREGIBT m m 7M war am MI m m 4r 14a /Na m GIN art am Tr E00'1 P1EdIBT 74i MI Ira m saw m a,w m (a0) PRECAST 5S4 NS 7r (E0) PRECAST m aw a ml Its am" m am ownP! 7117 IM I s m m I aw I was Yr (++Tl PR[(718T f54 m IIN "a am on am m Pi' {112'j PR[/ylS'T ]25 f12 2S0 Pr (111') PRECAST at at M n I MV ata0 m un Iss m m m I Lela lon Im I am I awn tar (+2r3 PRICMf 4m M as Or m V" m m ar (12� PMFECIIBT 2M 401 1f0 for (1217 P75±tl18T ae an eN r1, m /m ma am GIN M m Ino Ion IMA m I saw 11V' (1387 FNIECABT an Up aN m tap am vw Oar I1.4' (+78') PRECAST 2EI1 48i ifs 11'< (U!'( PIECAET M M as Ier tw ,aN m w m mo m am ON, 40 Or I mbIaR I8a 18154 aW 1210' (1"') PRECAST Sal Man+a4 ,M m 12t0" (14I') PRECAST 2N 402 137 1?r (141') PRECAST 4m M sa IN /t , tM wo Pa IM 1M EN m m 4N M m Ism lammd wilml are IT-C (Ion PRMAIT m 414 to 1 Iwe HE Im am m isr pen PRECAST 217 324 110 IV-C (+4109 PRECAST 4" ar m to M Isow na QI In I we /4a mI a4N m 40 40 mil ,ta low , 14n ur (lale► PRECAST sn + Poor)PRIXIABT am2f5 too t!r poC► PRECAST06, Up m 7306 top 4MO m tam Im Ira atw 4410 411 I I , ow ur (IM PIRSi� NA M M M M M M M ur (I76') ROTRED® Ml0. 2M S, ur (17tIj PRGQmm m aM M rf oD aN m w0 m w Iw nw 77r M m Iff IM m >m tar (1f47 PFF35I1i55® NA WE M M - I". (,f1') F was 1umma N0. 21110 as 1S4• (If/'( PRE OI m Its m M M 4w m m tamw w1 1 s 4u 7N m Im m no aN 1Tr Mn PRFiREM NA 7T4• amPIaEETA NA 1M M 174• ia58'1 to m m 40 m at 7O lw IO1 Ira m wI m 1m m on am 1P4' Mn PIW116S2E0 NA witM M M M iS4 (2,12') PItBi t4,0. 110 CA iS4• MnPIID81fV to In m aN as 4O 4w 4a ar 441 W t MY tm m4O m "or7m taY /7N 21'4' onPIIL7IR[85® NAm M M M M ��• Pool FIE8IR65® N.R. E 21'4' ownPfEBIR to aN aw m 40 M 40 aN a1 on 1114 tM tm Pt1mI NA Its 40 22r PM PRfi81 1a If m 1w m ! m m 721 OR M aN tON M �r �� PRmI N'R' M M M M M M tN aN m to INr Im On2"� Iw Ix m ++a r1 aw m aN M 4N M 4N oN m ter Wn FRSf MIID NA M M MR M M 2" owl PR68TTRFA2® N.0. 1H S8 ter pee') PfIFSTRl� Ia aN wI 4N M 1a M m al meM M l0O as (a) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (a) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. -ALLVALLIEBTAIM FROMYME LOAD TAMES' BY CAWTCH 8 MAY 2015 EDITION-PFWASTPRODI I BY OTHERS 70 MEET OR IDWEED VALUES STATED ANIM -ALL PRECABTPRD00018 AM TOM NBTMLW PERMANUFACR111i881-MIRICATRM -PROVIDE kS AIA4"OF BEARING PAST EACH SIDE OF VOOOWOPENNG PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE DIVISION ACCEPTANCE a: 16-0126.03 LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774607E FAX: 407-7744078 www.abde@Wngroup.corn L AA f: 0003325 O as a a4 O S 11 lu 0 6 iLL ", reumm a LOTS ABBOTT PARK LOT #1 BLK. #10 PROJMCT# 04 .00 -01 02 MODULI, 4EBB "1828—CALI" GARAOR SWUM RIGHT PAOL•: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ' 8TAARCHMEMI 7E OF FLORIMA, D cj I . 9 A ABOUCNACM 6- AR NO 9WM 'A L.DAM 11/25/19 =- 1/4"=1'-0" " s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" GSA o`L`` N Olt ?9y 1° 9Q PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F - FILLED W/ GROUT U . UNFILLED 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)#5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED $O THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH ALINTEL 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. /LOTH # OF 115-S, IN 2ND BOND BEAM COURSE ��_16-1T/l / B NOMINAL HEIGHT # OF #5S, TOP BOND BEAM COURSE IT IS THIS ENGINEERS INTENT # OF #5'S. BOTTOM THAT XFXX-1T/1M/OB INDICATESA DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - 1T/01WOB INDICATES A SINGLE BOND BEAM WINDOW PRE-CAST•3 a WINDOW SILL Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION TYP. *xrBE mgr MR BOND BEAM 1#6 TYP. 8N16' io BOND BEAM .� 1#5 � 8 8X16 DBL. BOND TOP O BEAM W/ (1) #6 BAR BOND BEAM EACH COURSE 8X8 BOND BEAM TOP OF W/ (1) #6 BAR BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM 8X8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) MASONRY LENGTH OF BAR - WIDTH OF OPENING-2" BEAM DESIGNATION OR 2 8X8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS B pP - PRECAST HEADER(MIN) 2X4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8' FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2X6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE, 145 MIN HEAD SIZE .300 MIN EMBEDMENT 11W)8' FROM EACH END AND 18" O.C. MAX. MIN 1-19' EMBEDMENT 2X8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT i 2X4 SOLID BLOCKING - 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1W MIN, 2-12d PER BLK. EA END EMBEDMENT OSB SHEATHING WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3/4'=1'-0' SINGLE #5 CORNER BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL R7 BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF, OF OF AT BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" ,1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.77"078 FAX: 407-7744078 wwwAbdeoWngroup.eom AA 4: 0003325 O � • oil4i C � sL =lv. as LOT•. ABBOTT PARK LOT #1 BLK. #10 rm Op T2 MODEM., 4EBB "1828-CALL" GARAGES OWING: RIGHT PADS: DETAILS 160 MPH EXP. C r,1pmwT *1 Dw11/25/19 8CALS: 1/4"=1'-0" sI'ISST S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)10d x 11,7 HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA WI (10) 10d x 110 HOG NAILS, WOOD TO WOOD: USP RT1 SA OR LUGT2 WI 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 METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. UNTELS 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 P8S36, .177" ° x 2 7/8" 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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. 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. CJ1 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W1(2)16d Q COMMON NAILS & SECURE TO SM. W/ USP cS HLPTA76 USED TO BRACE TOP OF WALL. 3 O 5 -„ - r - - - - - - - I owlI Y 11 N „ i IIII = 11 II II 2A 1 � N 131 11 II II N tl Y tl Y Y tl tl TTACH 4'-0" LONG 2x SCAB TO 1 1 1 1 1 1 TRUSS W/ 10d NAILS 0 W O.C. tl Y Y Y Y z (4" FROM EA. END) I I 6 I= I I I I= I I PREARIFICICIED TRAWB02WCCOMA MAX I I I I I I I I Y—t z zasasa=z��azma: sa»aa xaaa�zza�=sa®a�a>�: I 1 I I I I 1 I I I I I gTTIC ° CCESSa�.. I--. I I I I I I < to =s s a=s a»s s== I 1 I OT 1AME WT 0� FRAMING PLAN SCALE: 114" = 1'-0" 0riell, r, CA CJ3 F. CJB 1A 1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH:407.7746078 FAX: 407-774.4078 www.abdesi�lgroup.com L AA R: 0003325 L �a� u b 4 SV>sDIN. At LOT: ABBOTT PARK LOT #1 BLK. #10 PROJECT 04181.006-01102 MODTJ " 4EBB "1828-CALL" GAP-%os switnk: RIGHT PAOI: FRAM PLAN G 160 MPH EXP. C Dw li/25/19 ■C.%=: 1/4"=1'-0" aI'I>�iQT S3 ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE ® 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE' A-(1)USP HTA16 TRUSS ANCHOR WITH (9) # 1175 UPLIFT USP 10d z 1 1/2" TO TRUSS. FL#17680 PLYWOOD SHEATHING, SEE (2) USP HTA16 TRUSS ANCHOR HTWM2A TO 8-(2) USP HTA16 TRUSS ANCHOR WITH (9) "ROOF/WALLIFLOOR WITH (9) 10d x 1 112" NAILS TO NOTE: APT SYP #2 Y x 4', D (4)1/4 TRUSS AND ( x 21/4" 10d x 1 1/2' TO TRUSS EA STRAP. FL#17880 SHEATHING TRUSS EA. PROVIDE4" MINIMUM 8", 8" x 4'-0' MAY BE ADDED CON TAPCONS TO CONT DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" CONCRETE EMBEDMENT. DBL W/ 10d NAILS, 2 ROWS, X POURED LINTEL OVER TRUSS (NOT SHOWN) STRAP, 1 EACH SIDE WRAPS UP O/C TO FACILITATE ONE AND OVER TRUSS (NOT ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) USP NOTE: A PT SYP #2 2' x 4', SHOWN) ACCOMMODATE GIRDER HTWM20 INSTALLED ON PRE-ENG TRUSS 6", 8' z 4'-0' MAY BE ADDED USED IN CONJUNCTION WITH TIEDOWN REQUIREMENTS. OPPOSITE FACES OF W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT CONNECTOR BLOCK WALL W/1010d TO O/C TO FACILITATE ONE FL#17680 TRUSS AND (4)1/4" x 21/4" ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS (A) USP LUGT2 W/ (5)1/4'XJ" POWERS TAPCONS TO COM CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WEDGE BOLT& (16) 16 GALV. NAILS TO POURED LINTEL 2z SECURED WI (3)18d TRUSS (2PLY) #FL17240 (NOT SHOWN) (B) USP RFUS STEEL CONNECTOR WITH (4) GALE. COMMON NAILS. ENGINEERED WOOD 3/4"z8" WEDGE BOLTS AND ,z2 SECURED W/ 10d TRUSSES I 24' O/C, tz2, 2x WOOD FASCIA (12) W53 SCREWS FL#6223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 12"O/C FOR REVIEW 2x SECURED W/ (3)16d AND APPROVAL GALV. COMMON NAILS. IF 4 BOLTS ARE USED tx2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BE�CHEDULE SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM 12' O/C SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, 1-1785 LBS (2PLY) A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT - U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) 2" COVER & 2" APART REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b SCALE: 314*=l'-O* TYPICAL ROOF 3 GIRDER CONNECTORS) 2a 2b cAl 3,4-� p scALE:3/4"=r-o" GIRDER CONNECTORS) (2) 2X4 No.2 SYP DIAL. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3)12d 0 EA, TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENTAT LSTA1220 GAUGE - COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING W/ 10dx1/2 HDG NAILS SEAMS) 0'-0- TO 30'-0" (1) 9P BRACE EACH END, TOTAL OF 10 30'-1' TO 60'.0 (3) "X' BRACE SECURE 2x8 PT. PLATE (1) •X" BRACE 0 CENTER TO BLK W/ FLOOR (2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W1 GIRDER 6'-0" MAX (WI1X4) FROM CENTER TO END. WASHER SET IN HIGH 9R 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTHEPDXY Kv SEE ARCHITECTURAL MIN. EMBEOC MAX. PER TI ix4 DIAGONAL PRE-ENG GABLE TRUSS SECURE TO12d's PRE-ENG FLOOR TRUSS BTM. CHORD EGABLE P.T. PLATE W/ 12d's 8" 8" STIFFBACK (AS PER O.C. MAX 5/8" GYPSUM BOARD OR 1/7 HIGH BRACING, SEE PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ STRENGTH Cl-G. BOARD MAY NOT BE (2) l0d's Q EACH TRUSS SECURE TRUSS TO TOP PLATE W/ (2) N a REQUIRED TO BE INSTALLED Q 16d TOENAILS 10--0- O.C. MAX. DOUBLE TOP PLATE HTT16 W/ 5/8' A.B. WITH BTM, CHORD OF MIN. 7' EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (20)16d x SEE SCHEDULE FOR 2x4 OR 2x8 WOOD BEARING 2-1/2" NAILS TO POST. , BOND BEAM REQ. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING .°. 1/2' GYP. WL. BD. . ! ' • •' 1z4 BTM. CHORD BRACING 6'-(Y O/C END WALL OR OTHER • MAX., OR 2x4 BTM, CHORD BRACING END TYPE CONDITION, IF f i ;.'0. °. 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD BLOCK WALL W/ GABLE END INTERSECTION TYP. BTM. CHORD BRACING 7 PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" 6 POST CONNECTIONS POST CONNECTIONS BCALE:3/4"=1'-0" • �GIRDER/WOOD J SCALE: 3/4'=1'-0' FLOOR TRUSS CONNECTION L.B.W. 4 3CALE:3/4"-V-0. (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/4•1) OLEEDGE-5/6" USED SO LONG AS THEY CONFORM TO THE OLE DIAMETER FOLLOWING 2/5"D SGL. STUD OUTER 113 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 011 SUBJECT TO Fl AND F2 FORCES. STM. HOLE DIAMETER PLATE < 3/5•0 DBL. STUD AND BORING (LIMITS NOT USED ALTERNATE MATERIALS 11 8 1 r=1 0 aAN02TLUq§ED SCALE: 3/4"=1'-0" Id. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX:407-774.4078 www.ebdes4p"up.eom AA 0:0003325 ��tlj qi Ga A i of u e; � y6� su=ly. a L0R ABBOTT PARK LOT #1 BLK. # 10 r041raocOW-01 HODRU 4EBB "1828-CALI" GAP -A. ss 9wn9Q% RIGHT rwas: DETAILS 160 MPH EXP. C (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d 0 EA 4 -0 O.C. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 04- TO 30'-0' (1) "X" BRACE 3V-1- TO 60'-0 (3)'X" BRACE PRE-ENG GABLE TRUSS — (1)'X" BRACE 02 CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK ATALL FROM CENTER TO END. UPRIGHTS OVER 4'-10- HIGH (AS PER TRUSS ENG) 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED W00D GALV. COMMON NAILS. TRUSSES ® 2C O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2)12db 02 MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE: 3/4"=1'-0- PRE-ENGINEERED �1 VALLEY TRUSS CONNECTION L 3CALE: N.T.S. PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY6"MIN. EMBED. ATOC MAX G SECURE GABLE T02x8 P.T. PLATE W/ 12d's 8" O.C. MAX PRE-ENG'D WOOD TRUSS (TYP) @ 24' O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10Cs @ EACH TRUSS TO BE INSTALLED @ 101-0.O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4-=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774-4078 WWW9bdesW f00(1.WIR AA M: 0003325 S � g sumr ec Lo7� ABBOTT PARK LOT #1 BLK. #10 PRGJE M 4 -01102 MODEMa 4EBB "1828-CALL" GARAGE BWDM3 RIGHT PAGE: DETAILS 160 MPH EXP. C SCALE: 1/4-=1'-0" 1 S3.1B A" �—�` cAeLE-eN�` o —A'1 LPL HP RODE ROOF WIND DESIGN PRESSURES NET (GROSS) ABC 7- ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) 'A"- 4'-G" END ZONE DGTA14CE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT w 0.18 ROOF DpPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2' COX 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 NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Ed GUN NAILS @ 4- O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. UA SHANK TEN$ILESTR. SHANK Bd RING SHANK, 2 1/2" 0.120" 170,000 RING (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 12' 0.1201 PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL 8 TOOL ASSOCIATION (ISANTA) ESR-1539 EXTEPo0R *W7HMIG USE 1/2' COX OR 7/16" O.S.B. PLY WITH RA RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4- O.C. ., TOP & BOTTOM EDGES ., J 9 Lu M_ Y Z m O . Z N Go . Go G. TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING ._—_—I ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 12 6'O.C. IN FIELD` TYP. 8XT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRAB 8d RING SHANK GUN NAILS 0 12' O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS G 12- 0.WLJ 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: FBC.R 2017, 61h EDITION AG 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AG 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 SHA-L 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 SHALL 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 CONTRACTRRS 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 SLABON-GRACE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR LIVE LOAD 40 W 20 pSf TOP CHORD-nor,concu M 10 psf BTM CHORD-nonconanent DEADLOAD DEAD LOAD 18 pet TOP CHORD 20 psf TOP CHORD (7 psi WA ASPHALT SHINGLES) (10 PSf W No GYPCRETE) 10 pef BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf BALCONY LIVE LOAD 60 PSI STAIRS LIVE LOAD 40 psf WIND DEAD LOAD SPEED=Tm NPN 3-SECOND GUST (ASCE 740 (RED R2017) EXPOSURE C, RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10Pef, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20pef, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40pST. GUARDS AND HANDRAILS: 200psf, GUARD INfILL COMPONENTS: SOpd. PASSENGER VEHICLE GARAGES: 50paf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30paf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE NTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPLAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf,FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C93 MAXIMUM AGGREGATE SIZE SHALL BE W. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE SPOSmTO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL SPOSED EDGES OF CONCRETE ARE TO BE CH4MfBED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. OR BETTER. Fb =1100 PSI ANDA MODULUS OF PROVIDE &MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDBRALL RABSONCA0U1 WHERE 1NDICATEDON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED B INCHES AND S NJED YM ADIESYETAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES RATEDSHALL BE TO RETENTION LEVELS OF 0.25 PCF OF A BORATE AS FORMWORK CORROBORATETETTRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0,42 PCF FOR DOT OR MORE. RAILS, 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 FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM TMSIE PLM8: MINIMUM NAILING PER FBCR 2017, 6BI 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 UDDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al85, 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. REINFORCING STEEL REBAR SHALL BE ASTM AS15 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS POLLOVS: #4 BAR - 25" #6 BAR - 36" #5 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. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE 'SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-00, GRADE I" = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, 11NLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3S" COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 6" TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT, TYPE 'M' OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8' TRACK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS), U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL SE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36, Fy = 36 kel FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy = 46 ksL STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E ORS, Fy = 35 KIN. TUBE AND PIPE 2,500 P51 REGULAR VEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETEfILLEO IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TEWACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS NTH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMR PROPOSED MIX DESGNS NTH HSfORCPI STRENGTH DATA FOR EACH SEPARATE MIX PRKNRTO OTHER BOLTS SHALL BE ASTM A326-N BOLTS NTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT B(CEED 5"4- PRDRTO THE ADDITION OF PUASTMAZBL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. CONCRETE SHALL COMPLYWITHALL THE REQUIRBMENTSOF ACI 301 AND ASTM C440R MEASURING, M)UNG, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JAOLTS ARE TO BE STEEL. CONCRETETICKEIS SHALL BE TIMESTAMHED WHEN CONCRETE IS BATCHED. THE MMOMIM TIME ALLOW® FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHKL NOT EXCEED 90 MNUTES IF FORANVRFASONTHERE IS A DRAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SFWLLL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMKIANCE WITHTIEABOW REQUIRED CONCRETE COVERAGE OVER FIRIAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EPOSED TO EARTH FOUNDATION% B FOR CONCRETE EXPOSED TO EWTH AN" WEATHER 1.11r FOR 05 AND SMIN AER r FOR06 AND LARGER C. FOR CONCRETE NOT E)OCIED TO WEATHER 314. FOR SLABS, WALLS AND JOISTS 1-1Q' FOR BEAR AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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 NFPA. TRUSS DESIGNS SHALL BE SIGNEDAND 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-0LATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND TPIM/TCA SCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WALL 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 NTH ANSI A58.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL. BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE 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 ALL TRUSS TO TRUSS CONNECTIONS. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'USP STRUCTURAL CONNECTORS- BY USP, OR EQUAL UNLESS NOTED OTHERWISE R PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIDE TYPE E__ REI — —I-- S S, ITYPEI SPACING I RENAPoH IYf PTRIWiNGTO CASE IWWENED COL GARAGE WOR BUG -DAA TAPCON NY90MT I1 EMBED„I—DIET, MASONRY ICONC. NAL11R'LIXJG. SO/L TOLWBONRWWNC. WASHER FASTENER e•dO 114•EGGEO Soo.&. T.DOO� CABEHNOENEDCOL B"40 WWDOW/DOOR/FASTRIFD GMAGEDO — 1/ .—I EXPANSION BOLT 2I`OC I"EMBED., I"ENppIBT., x PT, BEE NOTES NAIL IIM"LONG. STAGGERED NVTO MASONRTIWNC. TO IMSONPY/ M. wm— 3' EDGE DIET. — w— CASE HARDENED COL — WNDDw —FASTENED METAL ST M CONTACT THIS ENGINEER FOR SPACING Ix PT,SEENDTEB NAIL I —LONG. STAGGERED HMO MASONRVICONO MAepfRY A—c. REQUIREMENTS EJR.BWNGGo' NO)3Ne0w `TAPODN 18"QS I IIYEMBED,S`END, NON9EAPoNG W000 1? EXPANSION 34 OC 4"EMBED 4`EfID BUCK Bx PT, SEENOTEe WASHER FASTFQi DIST., I HIM` EDGE CET. WELL iO CONC.8IFB WI WASHER BOLT GIST, 3` EDGEDISE 3a PTWNDOWBIG G.f39•PAf a2 fT B"3: VEND. DIST,I I? PT TO0WL. 'STEL ,EEE TA N6 SGG0ERED EDGE Obi 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/ R NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HLTI X-ZF HEAVY DUTY PINS R EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA R THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS VIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1z MEMBERS ARE HALED AND 2. MEMBERS ARE SECURED N TAPCONS OR PAF TO THE SUBSTRATE. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-7744078 www.abdesWgtngrroup.com L AA#: 0003325 , O i Tp� ii 1� TG�� iiiSS55 •� � ITIT summ AO LOTL ABBOTT PARK LOT #1 BLK. #10 Plt0f=T 4 .00 -0 102 MODRLT 4EBB "1828-CAU" OARAOR BWDM: RIGHT PAGE: DETAILS 160 MPH EXP. C VAT&11/25/19 SCALE,1//4"=1'-0" s S1V 1 k,7