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HomeMy WebLinkAbout7749 Broad Pointe Drr 99 72 99 04EAB —ARIA HOMES 12602 TELECOM C)RIVE, TAMPA, F1 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 l.Y WITH PREVAILING ALLWORK SHA1-I.EC� pPNG OODE, ELEO�RIC S CODES �LORIDA CO FtH Np,TiONOF ZEPH 0 p1NA CE MaR 3 � 202� pp,TE ��'V1Ep� ZEPNYRNII. c1�pY,N EXp,N11NER P� • 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 .RMM BURMN CODE+ Sm EmON (wry) •ALL�LOCAL AND STATE CODER -OCCUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB '10• INTERIOR FDi13H - CLASS B -BASIC WIND SPEED - Vult=160 MPH via=124 MPx :EXPOSURE '�0 _ G RESIDENCED.G. •2-STORY RESIDENCE - MAR. HEIGHT AS PER LOCAL AND STATE CODES ABV. A/C A°T. AMP. RD. CAB. CLG. CLR come. CPT. C.T. D. DBL. DIA. DIM. DISP. DF.R DR D.S. DTL. D.W. EA. ELEV. EQ. EXH. EXT. F.GJ£X. F.G. FIN. FLR FLUOR. PTO R GA. GAR. DISP. G.E.I. GL. GYP. BD. H.B. H.C. HDR HGT. OR HT INSUL. ITT. ABOVE AIR CONDITIONING ADJUSTABLE AMPERAGE BOARD CABINET CEILM CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL CAS FLOOR FLOOR FLUORESCENT F�ING°O°R GAUGE GARBAGE DISPOSAL INTERRo ee TCE� `r GLASS GYPSUM BOARD HOSLOWE BIB HOLLOW CORE HEADER HEIGHT INSULATION NrewoR LAN. LUM. M R MIN. MIT. �. MTL N.T.S. O.C. PL P.B. PH. PLY. P PR. P.T. R. RAD. REP. REF. RM. R.O. S.C. S.D. S.H. SHT. SHTHG. SH". S11 SL. D. SL srD. SWS TEMP. THK. T.O.C. T.O.S. TYP. U.N.O. V.P. W. W/ WD. WIH W.I. LAVATORY LUMU40US MANUFACTURER MINIMUMS METAL THRESHOLD METAL NOT TO ER ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS REFRIGER TORILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS srArmARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB ATE TOP OF SLAB TYPICAL UNLESS NOTED OTHEVAPORWISE PRO VAPOR PROOF WASHER WITH WOOD WATER HEATER WROUGHT IRON DATE DESCRIPTION eve" CDIB IE8VED ARCHITECTURAL SHEET DESCRIPTION 2mll FEiC LN°DATE PG Cl OVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG El -ELECTRICAL PLAN PG P1-PLUMBING PLAN PG Ml-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 WA6-WALL ASSEMBLY DETAILS VV2W CD'SRE-ISSUED O4/1BJI8 FOOTING REVISION PER M. 5OURS ��� FLAN MAINTENANCE 030M REVISED LINTEL SIZE AT FRONT ENTRY DOOR 064M ADDED LED LIGM • KITCHEN 4 OATHRO" PER MARL WAS Ol/!7/19 ADDED STONE OPTION ELEVATIONS 'C' b� IDADAB ADDED OPT.W-V CEILING HEIGHT • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-ROTS Fax: (407) 774-4078 SQ.FT. CALC.'S LIVMG I432 SQ.FT. ENTRY E 4 8 $a FT. �" L'�'� SD• PT• TOTAL 2�38 SD. Fi. P STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG Si.lA-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 S3.IA-DETAILS PG S3.1B-DETAILS PG SNl-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION DESCRIBED IN TH13 DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUID THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WI1. RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR ]INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA M: 000332E P JIM 8VI3DM ae LOT: ABBOTT PARK LOT #3 BLK #10 PROJECT# 04181.000-03102 MCDELe 4EAB "1672- ARIA" GARAGE 8111u4G: RIGHT PAGE: COVER SHEET 60 MPH EXP. 1� DAR � 11/25/19 SCALE: 1/4"=1'-0" 8*IEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7.10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REWIRED 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. 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 NTH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8 EXCAVATIONS TO BE A MINIMUM OF 3'- 0 BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS i. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5I 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN CINCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4, NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. FI.INNNI4G 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM%' PVC (SCHEDULE 40), INSULATED WITH %. AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINSM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.128. 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-C1163 -11A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'$ SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR MUMS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1I2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) d N. RONALD REAGAN 8I LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.00m AA 8: 0003326 O a 9umly. at LOT ABBOTT PARK LOT #3 BLK #10 PRGJFCT# 04181.000-03102 MOD111A 4EAB "1672- ARIA" GARAG9 9WWG: RIGHT PAG9: GENERAL NOTES 60 MPH EXP. D TE 11/25/19 9CAXX: 1/4"=f-0" 9ELM= GN (2) 3052-6H (2) 3052-514 LE EGRESS - -- olo__ _ o'l�tlllo�� oI1R�111�B11BB11',o o!IOBEII'o - - - - oil 1' IJ' - 1/ ,I Id - � oi����'o 01�1�110 - - - - - 0 o - - - gri 131 - - - - - - a . - - � e - ci 11�s�... 0. r' o oJlilo ol������llo o'I�lo o',I��Iial — Io11111'c ol�llo SQ.FT. CAM'S LIVANG 1612 Sa. FT. GARAGE 432 Sa FT. ENTRY 38 Sa FT. LANAI 96 $a FT. TOTAL 2,238 Sa FT. 001lOIAlf NDCLAD0IDINDIAA08 Brac NID BF0112E F011 a eBoolo NaA18 m mE a WHWMD Mwim MIN. WMDOIU 10 5 34/-45 RI CTERIA EXTERIOR BANG 18 5 33/-43 RIN DM. CRITERIA SCsD. MIN. 41 5 31/-39 CRITERIA 16010 OAD. 112 5 283/41.5 BASIC HIND SPEED MPH = 180 (Volt) UMRNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=D, EXP.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR 8TH RD. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL HIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMIOLDATE0111w c �* TOP PLATE 0 M ABAR DETAIL 6CALE:IR'•1'-0' s DIM. VARIES @)ARCH DTL. SCALE: V2 • I'-0' FLOOR PLAN SCALE: I/4' • I'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. OTHER OPENINGS CETUEEN THE GARAGE AND RESIDENCE SHALL DE ECUIPPED WITH SOLID WOOD DOORS NOT LE66 THAN 1 3/8' (35 MM) N THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. AN RONALD REAGBLVD LONGWOOD, FL 32750 FM: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 A 06 S GI J y1 SUDDIV. A. LOT ABBOTT PARK LOT #3 BLK #10 11pRojzcT# 04 81.000-03102 MODEIa 4EAB "1672-ARIA" GARAGE a1wING: RIGHT PAGE: FLOOR PLAN 60 MPH EXP. it PRi21T D11/25/19 ATE: SCALE: 1/4"=1'-O" 8*1z'HIT Al ■ — 81-0' BRG. HGTs 0'-0' FIN. FLR ------'----------�*/-18'-0' BLDG, HGT. FYF''0N LV12X24 OR EQUIVALENT FRONT ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH NOT& WALL FENESTRATION FLASHING AS PER FBCR R103A OFF RIDGE VENT I�6 -i' RAISED BAND (TTP.) -0' BRG. HGT. COACH LIGHT m- m' FIN. FLR. OFF RIDGE VENT AREA OF ATTIC 22M SO Fr. NETFREEVENTIATON AREA REQUIRED 1/30D REQUIRED VENTILATION AREA 2235/300 7.45 VENTILATION AREA X SCL INCHES PER FT. (144) • 10M.8 SO IN. MIN. REQIREDVENTILATION = .5X 1072.8 IN UPPER PORTION OF ATTIC - 536.4 SQ. IN, OFF RIDGE VENTILATION AREA US SOL IN. PER VENT 5X4/115 TOTAL# OF VENTS REQUIRED • 4.66435 TOTAL#OF VENTS PROVIDED 5 ARFAOF ATTIC 15 THE PE#MmR OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WAIITO EXTERIOR OF WALL NO OVERHANGS INCLUDED W-C' BRG. HGT - 0'-0' FIN' FN OFF RIDGE VENT 12 6 n FEW gj ME oil REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH BRG. HGT. 46 Mi I p-4. c0 eD R �-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LEFT ELEVATION SCALE: 1/4 . P-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION SCALE: 1/4 • P-O' TEXTURED FINISH FIN. O 9 I 'I DECO. DETAIL A SCALE:1/2. I' -IV' ii 0'-m' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77448078 FAX: 407-7744078 wwwAbdosigngroup.com AA N: 0003326 � g LIN T:::: �e I EUDDRV. as I_OT: ABBOTT PARK LOT #3 BLK #10 PROJL'CT/E 04181.000-03102 MODZU 4EAB "1672-ARIAF" GARAGE 81FMO: RIGHT PAGE: ELEVATION „DH 60 MPH EXP. D` 11/26/19 SCALE: 1/4"=1'-0" 8 EMT A2D ELECTRICAL LEGEND SYM&X DEFINITION NOTES -e DEV OUTLET 2e A/r wain POLE WV CUTLET WV OUTLET N OOTM1ET"Wo TO StlITCN OR ROV T UPW WAOIIINO PALLI (TAMPER WOOTANT rYM 22W OUTLET (4) WANE CONNECTION f} ilr Ea KATEIMROQ GROAD rMLLT tt OBI CUFAT ►rtMElrltR EWTCN suTCN !-WAr OER �4 SWITC4 4-WAY OPER I..e uNLL noun® LENT CEILM LIGHT © LED CLO LIGHT Lao VAPOR QVI- FROM Low O Na VAPOR PICO LEM ORCESMD GW ® ~-'Am 1 Gn PER ea FT. `ow. FA" VtnT OFr. 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SECSETY gT1•Ap • PA NW-E/RON tOR OA7E IRE PORT • LOCATION O TV JACKS A PHONE OUTL[Ta A FANS TO PE VERIFIED • NQ'lOU04M PRE -CONSTRUCTION "TTNG. • ALL 0 A 20 AMP PRAWN CIRCUITS TO W ARC FAULT PROTECTED PER ELECTRICAL F OOVISI00 O ax • 2D A DED TED LAUNDRY eim urT. • OR • ISLAND (NOT ON KITCEN CIRCUIT) • ONNA AMlR DECCIECT TO EE LOOCOUT N PANEL • DATNROOM E204AUDT PAW TO NAVE MIK CAPACITY OF SO a" NTEMnRENT PER ELECTRICAL PROVIaCNS O I ICTION MIEOT! t • LAIPOW ROOM ISdClPTACLE SHALL eE oIRCND FAULT CROUT•MTIRU"TER PROTECTION FOR PEROONNIL ON FEEOM • WIRING 1111TWOD SHALL M NON METALLIC CANA PER ELECTRICAL PRDVEIOW O Feu ATN Ee r2DITi • ALL WORE TO COMlLr WITN ELECTRICAL PROVIaOW O TIi PECIR iTN ED (]D111 • MY NuMmilia AND 1M a L16YT•tl MUST M ENlItlT EPIGI6JT TTPE P!R ERICIEICr) 7DIT. iJf EDITION ft'I" ELECTRICAL PLAN __________- LIGHT SCALES 1/4' F 1'-0' I I I L I LED LIGHTING ® SINGLE LAV. • BATH •1 11, I I m I I _ I I L I I I I ® � I M I I I I L f LED LIGHTING Cam? DOUBLE LAV. OWNER'S BATH ®molml�mm E®EO©( 0- mm�--*Poll Ems_PPPP`SIZE Illilill PANEL -A ®-©0E© PINK =111m 0 E �EE�EO 0 E® E®-E©[�,*�'.�EErE'>•EED•m -E�7�S'T�E�EE>• NEVI E<0•EEE�71'^^'•'�ED-® EEI�'7�EE�-® PIPE M�KE�m= E®-EE,�EE�EEf� EaEEa�r*"'�""+^"'rR�r•EE'-® -lllll-EEC•+ --C2�E�EE7 =`mm EEaEE©�Et�-� "MOM NEW M. EOPOPE EEEEEEEE-EEEEEEEEa E2I•-L�---. m o E117r-m - m o SHE �E �t53 150 AMP ELECTRICAL RISER METER NOT TO SEAL• FIELD NOT MATER4La LOC. a.ILECTRCCAL AND RtlTALLATIONa SWILL carLr WITH EL CTR1GAL PROVWRCW OP Tog R . AND ALL LOCAL MOR ILA COMPANY REQUT TALL CONDUCTORSMALL ME TYPE TWWNMWM U4.2" PRIOR TO no. PRONDE M/O M TW M • 1% aA IN a• CCNOUIT OR I WO AL. TNYN • Iw OU M 2' CONDUIT. (GO.OIIIT TO TERMINATE AOOVE OCPIT • OVEINA W COFENATFON SERVICE ONICONN ICT MTCN AND AAO Alt I20/J40 voLT M ELECTRIC METER N 1 NEMA Slit !ENCLOSURE PAMlL EOMP IELRNOE SEAVKE LADLE iri.EVIS10Nl EIfRA1C7 SERVILE ENTR•1IICE EagFM<!R KIgN'EIT NIERSYSTEM COONS TER9RLAL AT LOU varAaE cC+NEcrIDNa 114 CU SERVO! •AROUND CONNECTED TO CONCRETE 04CASM POOTER STEEL PER ELECTRICAL PROVIGOW OF THE SEGRA&H *11 SUE" 0. X S FT LONG COPPER CLAD AROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA #: 0003325 11111 Q � IL Cz J SL1sDIV. SE LOT: ABBOTT PARK LOT #3 BLK #10 PROJECT# 04181.000-03102 MODEL& 4EAB T11672- ARIA" GARAGE 81111TWO: RIGHT PAGE: ELECTRICAL PLAN 60 MPH EXP. DA!t'E.• 11/25/19 SCALE: 1/4"=1'-0" E1 0 PLUMBING PLAN SCALE, 1/4 . P-m' �2• V.TR �I1l1' 2' I \ 8 C44EN Ila',,Cl 1/2' AUTO VENT I 1 2 • V.T. t I 2• �I1/2' r-11/2' 'I TUC I I I � Y' 1 1/2' ILAV 1 I/2' �1('�l V2• I 2' I 1 1/2 �7---- 1 1/2 Y -2, 3 i -1 I 3• WASHER WC. I LA LAY. I I 3 SKM Co. TO MAN 3 4• PLUMBING RISER 1441 N. RONAID REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdosigngroup.com L AA 8: 0003325 A O � f GI p J J O sunDly ae LOT. ABBOTT PARK LOT #3 BLK #10 PROJECTIP 04181.000 03102 MODELa 4EAB "1672—ARIA" GARAGE 8WING: RIGHT PAGE: PLUMBING PLAN 60 MPH EXP. DA M-: 11/25/19 DCALE: 1/4"=1'-0" ET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRICTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAIS A MASTIC. AND INSTALLED AS PER F15C 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL BSI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES S WALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, 814ALL BE CONSTRUCTED OP SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2,vn) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FIG 6TH EDITION 1201V MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR HAKE -UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FIC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. IV. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH OBF BOOSTER PAN OR EQUAL. FANTECN OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE- SUPPLY TRUNK BROKEN LINE" RETURN TRUNK l BALANCING DAMPER OR OW 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PA86-THRU AIR GRILL NOTE, ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CON-. CONDENSER ATTIC W/ (2)-3A6'X2' TAPCONS WIT SIMPBON WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUMR y AIR RETURN SECURE STRAP TO WIT W/ (2) 4' CONCRETE SLAD #SXI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANTLINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE. MAN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB R REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FICR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 301.2.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG BRASS PLUG FITTING OR OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.VZ OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN. )) FIN. GRADE OR PAVING SEE SPEC. I'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN), MECHANICAL PLAN SCALE: 1/4 • I'-0' MOTE: ALL MECHANICAL EQUIPMENT SHALL 1 E INSTALLED AT OR ABOVE F.P.E. ELEVATION ■ 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.•bdeslgngroup.com AA 8: 0003325 � P � ZZ �•f � ��j O iS • G7 4 f USDM Ae LOT:BBOTT PARK LOT #3 BLK #10 PIROJECT# 04181.000-03102 MODELe 4EAB "1672— ARIA" GAxAGE atvmaG: RIGHT PAGE: MECHANICAL PLAN 60 MPH EXP. D F-p� 11/25/19 aCALE: 1/4"=1'-0" skmw M1 eruR, _�e..ue�_ 1. 2X4 TOP PLATE n� Y F9E-FAD TRUSS V2' CLG. BOARD 14' DRYWALL —� Wr SECURE BT. — PLATE TO BLAB W/ Wd MASONRY NAIL • 32' O.C. MAX FIN. FLR 2X4 WOOD STUDS •24' O.G SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. (a1TYP. INT. WALL ( NON- BRG. ) D l SCALE. 3/4'.I'-0' FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R505.1.1 ON J' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1'-0. TYP. OJa. PIBERGLASS 814INGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.0 ON OA.B. SHEATHING OR �' CDX PLYWOOD 5/S' GY PSUM BOA PSU SECURED PER OR I/2' FASTENER SCHEDULE STRENGTH CLG. BOARD STRUCTURAL SEE ENERGY CODE FORMS FOR PRE-ENG TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER Y ELEVATIONS R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS —2:a REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24. O.C. 1/2' THICK 2 COAT PORTLAND 1/2' THICK 2 COAT PORTLAND e, cm CEMENT PLASTER APPLIED CEMENT PLASTER APPLIED 1/2, GYP. ILL. BD. DIRECTLY TO MASONRY DIRECTLY TO MASONRY WOOD BABE --�\ 0'-0' FIN. FLRJL a ,a a 4: n W/ WINDOW OPENING rl 11 i 0'-0' FIN. PLR n TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF 5 1-STORY HIP BLOCK WALL 82)�LA ERIUNDERLAYMENT SYS EM D1 SCALE. 8/4'-I'-O' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GRATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6l5'1 M R.R OM Lm IV. 2 GAS LINE THRU BIDCK vror PIOERGL468 514I,4LEB OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805JJ ON J' OAJS. SHEATHING OR } COX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-0' TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TIMM WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS W2' TWIN 2 COAT - FCRILMO MAD F:.A•TR DWRCT.Y TO TO MA•ONlY f0 RILL R R♦ki RNi v_lRTkAL � "� I. r e�ol I. `OVIIHOWAD OOM a GARAGE DOOR JAMBS D1 SCALE: I1/2'■1'-0' 2x BLOCKING BETWEEN TRUSSER PER STRUCTURAL DETAILS--\ STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE -ENS WD. TRUSS — CONT.2x RAT RUN SECURED PER DETETAIL8 J/ SEE ENERSY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT—J-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN PLR.J, e• a'nU a n W/ WINDOW OPENING n R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL -Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. ILL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.IJ ON J' OAJ5. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE OA 2x FASCIA PER ELEVATIONS VENTED SOFFIT \'--PRE-ENG. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 112' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY C2TJ 0'-0' FIN. FLR (-,)TYP. WALL SECTION NO OPENING [6 \l-STORY GABLE BLOCK WALL D1 SCALE. !/4'•I'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PN: 407-7748078 FAX 407-774-4078 www.abdosigngroup•com L AA #: 0003325 J u sulmv. ea LOT ABBOTT PARK LOT #3 BLK #10 PROJECT# 04181.000-03102 MoDEu 4EAB "1672- ARIA" GARAGE sr►ING: RIGHT PAGE: DETAILS 60 MPH EXP. D—ATr`- 11/25/19 SCALE: 1/4"=1'-0" si1EET D1 L4��•�LS—�--hl SEGUE 294 av PLAT t0 BLK W/ CUT NAILS. emEa 2X6 GARAGE DOOR BUpG W/ (e) ® )PXS' A -DOLTS 4' I:M NOME t MIN UV 2`X274i WASHER AND NUT OPACED EVO&Y PROM FLOOR TO GARAGE DCOR HDR N JONTe PRIOR TO FILLING. 1-2X8 PT BLOCK • CENTER Or ® DOOR HEADER UWI) XW' J-BOLTS 4' MISIPMCNT W/ 2')OW WASHER AND NUT. ® W%cow SMALL � 0 BEN ACOMMAN=10 H~ACTUAER'e INSTALLATION UNTRICTIONS WHERE GARAGE DOOR 1 BUCK ATTACHMENT \av„— al LA I'X4' OR I'X2' P.T. NAILER a Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND 144' INTO BLOCK ❑ W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN VOF EACH END 4 IS. O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 WINDOW BLACK +3 4 OR +5 4 A OGALE. KTA. 2X4:a• SECURE TO BLOCK W/ i(s' TAPCONS OR (MR SHANK SIZE .145 MN. HEAD SIZE 300 MIN. EMBEDMENT 049 WITHIN 8. OF EACH END 4 18. O.C. MAX SPACING. 2X6,= SECURE TO BLOCK W/U-V TAPCONB(MK SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 4 ) WITHIN 8' OF EACH END 4 B• CMU 10' O.G. MAX SPACING. V DRYWALL 2XD,m I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK WR-i(.' CASING TAPC INS (MIN. SHANK SIZE J45 MIN. HIEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN B' OF EACH END 4 MANUFACTURES DETAILS. ISM- MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-1/2_ n 1RNDON TO BLOCK +1-1/2" +' E, N.T.S. 2X4= SECURE TO 15LOOK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y1) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' Or- MAX SPACING. MUST BE ON OUTSIDE 4 2X64 SECURED THROUGH SECURE TO BLOCK W/2-Vo' NON-STRUCTURAL Vo' TAPCO49 TAPCON MIN. I Y4' (MR SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8, CMU MRL EMBEDMENT 1 A') •DRYWALL WITHIN VOF EACH END 4 18' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X8,m ❑ SECURE TO BLOCK W/2-ia1 O.S.S. X 4' MIN. TAPCONS (MIN. SHANKSIZE J49 OOR CASING �tl MIN. DEAD SIZE 300 OOR JAMB OR WINDOW MIN. EMBEDMENT I Y4)4 ATTACH TO 2X PER WITHINB' EACH END 4 MANUFACTURES DETAILS. IVO.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB 'PO BLACK +1-15/1,�" 1/ K+1-511 C SCALE, RT.S. 2X4,m SECURE TO BLOCK W/ 1V TAPC40NO (MIN. SHANK SIZE J48 MN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X 18' 0jC. MAX SPACING. MOT BE ON OUTSIDE 4 2X6tao SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL V TAPCONS TAPCON MR I Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN EMBEDMENT IY1) 8, cm WITHIN 8. OF EACH END 4 K• DRYWALL 18' Or- MAX SPACING. 2X&s I'X4' OR 1'X2' P.T. NAILER SECI BLOCK Un-%' CASNG TAPC(MIN. SHAWL SIZE J45 MIN HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS, 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y1) " i1*HHLK22 LOK+M1ND0TO11f UD WALE, N.T S. 2X4= SECURE TO BLOCK W/' TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN 8' EACH END 4 NOTE: STRUCTURAL 2X b' OG. MAX X SPACING. "AT BE ON OUTSIDE 4 2X6m SECURED THROUGH SEGO BLOCK W/2-vNON-STRUCTURAL V TAPCON MIN. I-Y4' (MIN. SHANK SIZE .148 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 ' CMIJ 149 MIN. EMBEDMENTDRY Y1• WALL WITHIN 8' OF EACH END 4 s' o c. MAX SPACING OR I'X2' P.T. NAILER 2XD� �.X4' SECURE TO BLOCK U"-i4' TAPCONB DOOR CASNG (MN. SHANK SIZE .145 MIN. HEAD SIZE 300 MN. EMBEDMENT 1 Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS, O.C. MAX SPACING. MANUFACTURES DETAILS. "O�p •i'I Y,®� TO lLq Y/f,00IIO, pC�XI DOOR JAMB TO BLOCK +3" E ALE: N.r . 2X4= SECURE TO BLOCK W/ )W TAPCONS (MIN. 814AW SIZE )45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL ' TAPCOWS(MIN. SHANK SIZE TAPCON MIN. I Y1 J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8, cm WITHIN W OF EACH END 4 Yi' DRYWALL 16' O.C. MAX SPACING. 2 ,m I'X4' OR 00' P.T. NAILER SECURE TO BLOCK W/U-FIN•'I-W2D 2X SECURE TO TAPCONB(MIN. SHANK SIZE STRUCTURAL MIEMBER 145 (2I2d WITHIN 8' OF EACH MIN. HEAD SIZE 900 END 4 6' TO 8' O.G. MAX MIN. EMBEDMENT 10149 OOR CASING WITHIN 8' OF EACH END 4Q DOOR JAMB OR WINDOW 18. O.G. MAX SPACMCs ATTACH TO 2X PER MANUFACTURES, DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" WINDOW +3" F' SCALE, KTA. 2X4= SECURE TO BLOCK WIA4 TAP'CONB(MK SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 18' O.C. MAX SPACING. SECURED THROUGH 2X&,m NON-STRUCTURAL SECURE TO BLOCK WA-1/4' TAPCON MIN. I it TAPCONB(MK SHANK SIZE EMBEDMENT INTO BLOCK W5 MIN. HEAD SIZE 300 , cm MIN. EMBEDMENT I Y49 ' DRYWALL WITHIN 8' OF EACH END 4 IV O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X84»= SECURE TO BLOCK WA-1/4' 36' ObAk X 4' MIN. TAPCONS (MIN. SHANK SIZE .148 OOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1), DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NDF4 FI•, M,•pp TO R1l�.Wf ,DD NO, OC®!!') DOOR JAMB TO BIACK +9-7/18' 1RND01T TO BLOCK +3-7/18" " BCALE: N.Tb. 2X4= SECURE TO BLOCK 0A4 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') WITHIN8'Oj8' OF EACH END 4 NOTE; STRUCTURAL 2X IBOL. MAX SPACING. MUST BE CN OUTSIDE 4 2X6,m SECURED THROUGH SECURE TO BLOCK WA-114' NON-STRUCTURAL ' TAPCONS TAPCON MIN. 1-Y4 (MIN. SHANK SIZE 345 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8' CMU WITHIN 8' OF EACH END 4 )j' DRYWALL ID' O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2X8a SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASNG (MIN. SHAWL SIZE .148 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTAC 4 TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4' W +3 4" H SCALE: Kt . 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAK 407-7744078 www.abdosigngroup.com L AA B: 0003325 3j • Q M un]Dm a LOT ABBOTT PARK LOT #3 BLK #10 PIWJLCCT# 04181.000-03 02 MODMEX.c 4EAB "1672— ARIA" GARAGE 19r/ING: RIGHT PAGE: DETAILS 60 MPH EXP. L AR NO 93723 i D s`ir'. M 11/25/19 DCALE: 1/4"=1'-0" sIEM9WT 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 FL 17234.2 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 FL 17325.1 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 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 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 FLIS8.1 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 1441 N. RONALD REAOAN 91 LONGWOOD,FL32750 PH: 407-774-6078 FAX, 407-774-4078 wwwabdosigngmup.com L AA#:0003325 T aUDDIV. Se L01cl ABBOTT PARK LOT #3 BLK #10 PROJECT# 04181.000-03102 MODEIc 4EAB "1672-ARIA" GARAGE BWZNG: RIGHT PAGE PRODUCT APPROVAL LISTING 60 MPH EXP. O L FT A rr.A A CIbYt . PT. 5 /. CMAN A rr. C OLMCL HOAMP-MA ;aLO w • ® l TOLD MIYP . rr. A I. anus . PT. e aaaw.n.e 4 F"f". cmm R. • TLL Mr. c Tcuws r 0 .OR=, r� WT4lTtlM MAL. TOLD, oo. maca. Y TLACKC D COAT CEIENT rLMTM agtAm w' I COAT Ceea /LA*M%Mw WFM LATER 9, POWIP ER OURDIN6 PAf M(RAICOtLT) 00 LATER 4. Orj= ~(vRAF6 ON.T) MALL.LAGMM a-W RAYRtl ma 0 " w�sor11O001°w — . . ® KIC KO UT DETAIL "MR "off "AL mm OR soumm oG r,Or = WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER F2[X7F/I1JAL I SCREED S'XB' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - ------- - 5UILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-647-013, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH; 407-774$07B FAX: 407-774.4078 wwwAbdosigngroup.com AA 4: 0003325 auBDm at IAT: ABBOTT PARK LOT #3 BLK #10 PRon=T# 04181.000-03 02 MODRU 4EAB "1672- ARIA" GARAGE 811ING: RIGHT PAG16: WALL ASSEMBLY DETAILS 60 MPH EXP. • .K DATM 11/25/19 9CAUM 1/4"=1'-0" ax>MT WA1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-84-1-0% MIN. 2.5 LBO. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH Co' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES (@ DRYER VENT (BLOCK.) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL `A\` 6' SELF ADHESIVE — FLASHING (INSTALL PER MAN1F. SPECS.) BUILDING PAPER — UNDER 'QUICK rLASH' -'VENT PENETRATION SCALE. N.T.S. ELEC. METE? VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT WBACK- 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 ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-2 OVER 60 MI GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC wom CCNSTICICTICN a' cm WOOD "ATHING UM LAYER 9, STUCCO WRAP WRa LAYER 4, FORTIFfDER 13UILDNG PAPER METAL LATH FASTEN TO WOOD STRJCRIRAL MEMOER - T Or- MAX V TO & MID-w&L WV.E &20 6' WIDE STRIP SELF ADHESWE FLAGWW^ CLEAN MASONRY 61FOIUE APPLYING V MINION • MASONW ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK WRB LAYER 41, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER h STEP #1 APPLY 0 MIN ' GRADE D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 STEP #2 WRB LAYER h, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING �- WRB LAYER •2, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) 1 METAL LATH STEP #5 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 FM: 407-7744S078 FAX: 407-7744078 www.abdosigngroup.com AA S: 0003325 11 �a F aPARK #3 10 03102 BARIA" WFWG: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. DATM' 11/26/19 XCALE: 1/4" =1'-0" eFLEET WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO 71 WOOD SHEATHING P.��?�TTTTlTIi SELF-ADHESIVE FLASHING - - - - - k 2 1/2" k CORNER BEAD (FASTENER 4 SPACINGs 0 l' O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � 7�\CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH:407-774-6078 FAX 407-7744078 www.abdesigogroup.com AA A: 0003326 1 04 IN I� a eunDly & LOT ABBOTT PARK LOT ##3 BLK ##10 PROJMT# 0 181.000-03102 MODsI.d 4EAB "1672-ARIA" GARAGE 9'WW -. RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. uX:oD >!NlATNNO WEATWMDAMMR �EIlTIV£ @ �16T- DARER 9f.• X l4YE�r slow. / \ VOW- PO4 I R.A814M L 1 0 UMDATMMI^C6MM11 STARTER STRIP / \ \\ \\ UVAN IRMS71VE R \\\ RABWNG 8W--ADWP*42 \ �A1w nerAL _ — � � GALv'D METAL •z• rLneNRr. 'P R.ASHM . V.•v ——e Woo Tpw re 7m CAOM tO'/ AOAP UACAULK*4 WALANT SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdesigngroup.com AA #: 0003325 �o ausDm & LOT ABBOTT PARK LOT #3 BLK #10 PROJECT/ 04181.000-03102 HODELa 4EAB "1672- ARIA" GARAGE 8VUM- RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. DATE: 11/25/19 aCALE: 1/4"=1•-0" 8*1ZET WA4 J- 7-7 - -- 2x6 SUB-BANb W/I'x4' NOTCH - - -- - END, WRAPPED IN PEEL 4 STICK 1P\ DRIP EDGE 1\ 1/S' TEXTURED I \ \ FINISH * WOOD I \\ 11/81 1/2' TEXTURED I FINISH * CMU i \ \\ a METAL FASCIA I WRAP V FROM \ ------------ ' G a STUCCO, I' FROM \\ WOOD WALL \ EXTERIOR WALL \ \\ (FRAME OR CMU) NOTE: NOTCH FOR 2Xfo \ SUB BAND ONLY ®ELEVATION 1/8' TEXTURED FIN18N • WOOD, ZTEXTURED H • CM METAL LATH METAL FASCIA WRAP. WOOD SHEATHING OR Cm UIRS LAYER'(, STUCCO WRAP(FRAME ONLY) — WRS LAYER 02, FORTIFIBER BUILDING PAPER - -- (FRAME ONLY) 2X6 8UD BAND ROOFING CEMENT DRIP EDGE ©FLAN B METAL KICK OUT —ROOF KICK OUT REMOVED \\ FOR CLARITY -\,-ROOF DECK (BEYOND) ` DRIP EDGE, 1' OFF WALL XNOT INTO STUCCO) TEXTURED FINISH WOOD, 1/2' TEXTURED FINISH * CMU \ 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL t STICK ®PLAN A 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'-O' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/14'x4' NOTCH ® END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) �J 'ROOF CEMENT a ROOF EDGE OT SUB BAND DETAIL ® WALL CCPL'IARITY ED FOR W/KICK—OUT 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH:407-7748078 FAX: 407-7744078 www.abdoeigngroup.com AA N: 0003325 It I F a 4n lu x a x StMDIV. Sa LOT ABBOTT PARK LOT #3 BLK #10 PROJECTip 04181.000-03102 MODEL. 4EAB "1672-ARIA" OARAOE SWDQG: RIGHT PAQZ: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. a 11/25/19 SCALE: 1/4"=1'-0" SKEET WA6 of CONC. -4B . — — FM-12X18 — — — — — — f i 3 • I— FM-12XI — I� SLAB I-3 1!2 a F-24X24 In 9' 10 c 'i (-- ----- •1 FM-12X,8 i�� i J 4• PVC CHASE i J i� �? I - TOP OF I(` i m I SLAB FOR ELEC. @ i ISLAND I i i, •I � � Y 4 i I a � I y EXTEND ( I SLAB, vz" — — — — — TE1— — — — — 4�51/2 v I fV ,. y q• I � • � I �I �I W MI XTEND O 2 FM-12X,8 y SLAB 1 10jv 4 I CONC. �I • I SLAB awl 8° (L 3'4" 6" I ( 3 1/2 0 i a �� 11 t J L— FMC.12X18 FM-12X18 FMC-12X18 — — — — — — — —.11 —FM-12X18 FM-CE12 10 FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +_0'-0", SEE SURVEY PLOT FOR 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 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.DINDICATED #b BAR, EIINDICATES #6 BAR,WINDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 6-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASC,E 5-13, USING: F'm = 1,500 PSI, TYPE'M" ORS' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-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 THICKNESS REINF. 11 REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 16" - (2) #5's - (-)0'-0" FMC-12x18 12" CONTINUOUS 19, - s 051N CURB VARIES F-24x24 24" 24" 12" s s - 0"_q^ FM-12x12 12" CONTINUOUS 12" - (2)#5's (-)0'4" TEA 8" SEE PLAN 8" - s _ 0•-0^ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744076 www.abdealgngrouP•oom L AA #: 0003325 g � • SJ r p d aUNDIV. At LOP ABBOTT PARK LOT #3 BLK #10 PnDJXCT* 04181.00 -03102 MODarl 4EAB "1672-ARIA" GARAGM STIMO: RIGHT PAGE: FOUNDATION PLAN 60 MPH EXP. 30' MIN. EACH WAY — MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED g STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND < a � CELL SEE PLAN FOR SIZE AND o a. SPACING REQUIREMENTS T SPACING REQUIREMENTS U J W s v GARAGE DOOR J RECESS m - v IL�-...- m N v FM 0 - Z 8" CMU WALL O 8" CMU WALL I CORNER BARS, SAME SIZE AS BAR w W g+ O io - Z_ `� �II ; ry IN FOUNDATION WITH 30" LEG EACH "'llll W = o� +- 0'- • TOP OF SLAB `� *- 0'-0' TOP OF SLAB B WAY AT ALL CHANGES IN DIRECTIONS - SO THAT THE STEEL REINF. IS CONTINUOUS co .... .. t--• ` - _ MATCH AMOUNT OF CONTINUOUS BARS +L�. CURB FOR + ° EXT. PORCH SLAB•. W/,/2" .IS SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (I -STORY) 18" EXT. PORCH SLAB - VARIES SEE SLAB SCHEDULE" TOP OF GARAGE 4" CHAMFER "' o. I ,ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS BET T gip+ AT ELEV. JOINT (WHERE e • 6" CHAMFER (2-STORY) 04 P4" W/ 1/2" ISOLATION (1-STORY) I . 6" CHAMFER (2-STORY) `"r"�0 < p•-p APPLICABLE) Z SEE SCHEDULE #5 3W JOINT (WHERE APPLICABLE) Z • ° EESCHEDULE 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 AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie.2 TO 3, PROVIDE 2 BARS), UNO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 2 @ GARAGE BCALE:34"'''-0" 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" LAP TOP PLATE A MIN, OF 48"-----_,� LAP TOP PLATE A MIN. OF 48" AND NAIL 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 WI PLAN W p a I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED 5 U NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE & a- SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 1/2'k9" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. W/FLANGE BASE � a EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO J Q 8", LINO PLATE EPDXY 5-tf2" EMBED. MIN. 16" OC SLAB WI10d MASONRY 4 Q FOLLOW ALL MANF. = USP SPTH4 OR SPTH6 BTM MAX. NAIL 16" O/C STAGGERED. M rn I SPECIFICATIONS FOR AND TOP PLATE ANCHORS W/ ADDITIONAL METAL SECURE FLANGETO1 = USE AND H PREPARATION OF tOd x 1 1/2" COMMON NAILS CONNECTWHENN REQUIRED WHEN SLAB W/(4) 1/4" X 2 1/4" Z HOLE. FILL 0 ALL HOLES, DO NOT USE w T. co UPLIFT IS PRESENT. TAPCONS W J SLAB SCHEDULE SEE SLAB SCHEDULE [SEE +- 0'-0" ,QQQ TOP OF SLAB OF SLAB 4" CHAMFER (I -STORY) 6"CHAMFER (2STORY) EQ. EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE BOLLARD FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY SDALE: 34=,-0 MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL $ 6 scaLE:3/a"=,'-o" {NO UPLIFT) SCALE:3l4"=1'-0" SCALE:3/4•'=V-0" (W/ UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL WI 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" 0!C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING ,f WALL WI SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO p a' BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL W 1 S' O!C STAGGERED. ADDITIONAL METAL U =a CONNECTORS NOT W REQUIRED WHEN NO p 8" CMU WAIL UPLIFT IS PRESENT. ? +- 0'-0' " POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) �w'' TOP OF SLAB SEE SLAB SCHEDULE .I. 2X WALL FRAMING N :• SEE SLAB SCHEDULE 1/2" DIA. USP 7250SD BOLTS 5" +- 0'-0" Z • MINIMUM EMBEDMENT INTO TOPOF SLAB . a• g LATED' COLUMN PAD GROUTED CELL, 4" FROM ENDS AND TERED UNDER WALL AND F-FOR 16"O.C. VERTICALLY MAX RED MONOLITHICALLY WITH NDATION AND SLAB SEE SCHEDULE iULE SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY I. COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD A„ BLOCK WALL CONNECTION `� SCALE: 3/4"=1'-0" (NO UPLIFT) 1 V SCALE: 3/4"=1'-0" 1 1 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 F% 407-774-6078 FAX: 407-7744078 wwwabdeNgngmuP•— L AA #: OD03325 SUBDia & LOT ABBOTT PARK LOT #3 BLK #10 PRGJWT# 04181.000-03102 1[GDEIt 4EAB %672-ARIA" GARAGE 811RNG: RIGHT PAGE: DETAILS 60 MPH EXP. Cj DMNT A IM 11/25/19 eCALE: 1/4"=1'-O" SHEER S1.1A DOWEL PLAN SCALE: 114" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdeslgngroup.com L AA #: 0003325 stmDty as 2104r ABBOTT PARK LOT #3 BLK #10 PRDJffiCT 04181.000--03102 MODEU 4EAB "1672-ARIA" GARAGE 9VaNG: RIGHT PALM DOWEL PLAN 60 MPH EXP. ND A AR N DwR� 11/25 19 SCALE: 1/4"=V-0" 81MET S1.2 A Z i TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM I a VARIES PER ELEV. #5 BARS CLEAN OUT REQUIRED FOR INSPECTION TIETVERTICAL REBAR a TO HORIZONTAL REBAR W/ 10" HOOK N03 48 BAR DIA. Z 18" 1.. 30" 36" 42' HORIZONTALNERTICAL D-- REINFORCING SCALE: 314"=V-0" Z g STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 SPACING REQUIREMENTS U � J p Z B" CMU WALL 0" TOP OF SLAB a TOP OF SLAB W� SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. > EXT. PORCH SLAB ° 4" CHAMFER (i-STORY) 18" `y O W/ V2" ISOLATION v 6" CHAMFER (2-STORV) JOINT (WHERE . #4 24" APPLICABLE) MATCH STEEL #5 30- 8"PVC CHASE REINFORCEMENT PER SCHEDULE #8 36" 8" PVC CHASE THRU FOOTING THRU FOOTING #7 42" MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3�4"=1'-0" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYM 144i N. RONALD REAGAN BLVD LONGWOOD,FL327W PH: 407-774-6078 FAX- 407-774-4078 www.abdeslgngroup.00m AA #: 0003325 Sp 5 POOR ac LOT: ABBOTT PARK LOT #3 BLK #10 PltOJzCT* 04181.000-03102 MODRU 4EAB "1672-ARIA" GARAGE 8111MG: RIGHT PAGE: DETAILS 60 MPH EXP. n pamT M"*, DAM 11/25/19 SCALE: 1/4"=1'-O" 8*Em= 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 1 1/2• HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 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. S. 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" • x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE A DESCRIPTION 1 REMARK 10 (2) 2X8 BEAM SCHEDULE RURM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH / TD S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (aa) SIZH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID "CAST—CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR B" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT *—.4— SAFPLFDAD `s.w�•aw SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH MH a" m me woo mats wrae ruts ""a rats 4Fwa mete ePma ran 020 wets TYPE LENGTH an wo RCMP) TYPE LENGTH NO -IT eIrK7 eFtttt eFna W-WIT ww1V eno-tT wmu raft rwo7 rn4T ra27 wn4T NEW s4• (42') PRECAST 2291 aM sm "n ew7 IM no tart �� (42'1 PRECAST 1026 1024 1888 3'4• (42') PRECAST tea 2M Ww 4M eM eIW mot aow 4M "n RW rN 1=4 It= taw sM 301 42w wW H= mot 4,-0„ (41') PRECAST 18a6 mo 27w sew ow n" mw "m 4'-0' (48� PRECAST 766 Ia8 1305 4'-0' (4a7 PRECAST IM sane Ww 3en 4M wW W7e Wq 4M Iin 76Q w74 WM 1tM tM an ww ma 4WD wW am R4• �� PRECAST 28W toes "n sm mw 4m 24w e2R rd � PRECAST ' 6a1 1079 4'4' (84� PRECAST 12W 2M not 3M 4M 47t1 ems 21es 4375 on 7s47 em2 tow it up IM nar ame 4M 477t •nil F4' �49 PRECAST 1217 1M 14M low mw sue are 4M 6�' (84' PRECAST {11 411 74a 6�• (M) PRECAST Ian m an mW sm art 4•m ten aow rile 7e47 t IOIe 1m nn mw aaee Will 4m 6'-10• (70') PRECAST 1082 I1w 1178 1m NO 2M Woo 34" 5.10• (70') PRECAST 340 33• 010 CAW (70•! PRECAST M 1 Wn 31r WW 41m 101 an 4M 77w 71et eM M 1M sM mn "m aM 41W S4• (TIM PRECAST 900 Iam !!E aM W" mm 4M ww S4• (7a') PRECAST W7 721 400 8'4• (7n PRECAST M Ws WR IM "n aao eW+ rw Wee M t4m tea no mile WR am r4' lE'! PRECAST 748 101l 17w Wm me Ww ai" Ww r4' Mn PRECAST 424 684 9B3 r4' (SO') PRECAST W. 9e2I a tot ITS sat an rsi ew aim TV vm "m am s0 am are ( 2•) 9'4' it PRECAST 8a4 M 17r IM rw 34w ms mm V4' (112� PRECAST 8Z0 872 280 V4' (112� PRECAST m M 11 U74 let "m M tar tM Ww ow Woo m M we IM fro me4 2m 1V4' (12r) PRECAST 47a M M tw7 Wr 277T "n WW 104• (12r) PRECAST 284 401 180 IV4' (121M PRECAST M V1 nil ttw tot I mt M taw /M mw 2te1 41w M M 1180 14n 1M 2M 2M 1,4• (tse•) PR13J18'T 382 M m IM 1er NO atm 4ae1 12'4• (13a•) PRECAST 2eo 4fQ ts4 ,1'4" n3a7 PRECAST 474 sm M 1027 1 im M M tar 1M aW etm an /e4 M Im2 7M tenw 21m ,2'-0' (iM� PRECAST 337 M m 1m4 few "n an Wn 14-0' (144') PRECAST 2M 402 197 174' (114� PRECAST 470 4w 7w M 1 1 M M Imo 1w4 "r an Wn 4w M M IM awe 13.4• (teo') PRECAST 22a 471 7w /M 1M IM Wo 21n 1Y4• (180') PRECAST 217 824 110 Iv-r (ion PRECl18T ail M wf 7w M t 7M 4" 7n tam 14W IM 2M Ww 4W 4w lea 17w t" tw7 1W4r (188") PRECAST 270 '� In iM IM film 21m 2M 14'4• (188� PRM48T 206 293 100 14'4• (18n PRECAST aw M M 7w w Im 40 1p 1M 1me t/e7 2727 2M 4m 4m "7 taw t I IM 14'4' (176') PRESTR�BED NR rl NI IR /R MI till 1R IV-r (17S') PRESTRESSED N.R. 2a4 61 14'-r (175I PW-4m m . M W4 Wa m M m2 M M I m /t" I 4w ip IWO tat 2M m7 2717 IV-V (184') PRESTRE88ED MR 1R rt m4 1R tw /R I" (184') PRE NR 230 a3 IV-V (1041 PRESTRESSED � m eta M � M m wj M sit teW 412 "a IM IM Ww 2m 2M 1r4• ( PREBT D N.R.wo IR M M rt M lel let 1T4• Mn PRESTRESSED N.R. iW N 1r4• (208') PRFSTAEDBED 1p in M M M M w/ 740 M mem Ina M m Ism On ter =47 ,9'4' Cam) PRESTRESSED N.R. M M MR rt eR M IW-C PM PRESTRESSED NA 148 62 19-4 (2 ") PRESTRESSED im tw no M M 426 M M w7 wI en 7m I2m M no M taw IM Isis 1m 21'4' (2887 PRESTRESSED NA. rt NR 14l MR Ml 1R IR 21'4•% PRESTRESSED NR 12a 42 21V' (2aa") PRESTRESSED to to 2IX M am ma M M 4 1 721 M M M IOo too M M M tto IM toe ?Z-0• f1a49 PRFSI BED RR 7R M 1R In r4 rt IR 22'tl R84� PRESTRESSED NA 11• 40 22'4' Ra49 PREB'TR689ED tm 1m tr M M M me "3 4w M be M M M js 1r "e M m4 fOm 1M tM 24'-0• ( PRFFIREaBED N.R. M tR "" 1R tR 2/'-0• (28B') PRESTRESSED N.R •1 33 24'4• On PRESTRESSED tw 1W tm M M 81 M 4w sa M os jai M M tw M M 4 M M IM un (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALUES TAKEN FROM •8)1FE LOADTASLES• BY CASTCRETE MAY 2015 EDITION - PRECAST PRDDUCI8 BY CIT ERS TO MEET OR ECE® VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE I NIMUM r OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P, CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0126.03 I ''s 8F16-1T/0M/0B 8F16-1T/01W0B 8F16.1T/0M/0B ----------------- ! r e 1 C,T s ! 8F16-1T/0M10B 4 a � ! ! ! ! ! ! 4 4 3 ! d 1 UNO, PROVIDE BB1 WHERE I ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0", UNO. d ! ! L — — — — — J i , x fan � 1 I 1TOM/OB,,�' E ! 1r 9 ! 1 ?' 8F16-1T/01v1/0B 8F8- 1 8F20-1T/0M/0B g 1T/OM/OB 9 µ.an — — — ----ux--- w LIFT BEAM PLAN SCALE: 1/4" = V-0" 144i N. RONALD REAGAN BLVD{ LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com L AA A: 0003325 IP a' III 0 M 1 a asps t uDDIV. a LOT: ABBOTT PARK LOT #3 BLK #10 PROJECT#T 04181.000— 3102 UODEX. 4EAB "1672—ARIA" GARAGE 8WWO: RIGHT PAGE LIFT BEAM PLAN AND NOTES %60 MPH EXP. T& S.0 A ASIMM"A L AA NO 93M F—PRINTDA 11/25/19 SCALE: 1/4"=1'-0" eI'IEET s2 #S CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR WI 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER CyaREEIENFE02RCING OF BOND BEAM SCALE: 3/4"=l'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP. 811x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM �1#5 2. IF BOTTOM STEEL IS REWIRED PLACE #5 BAR IN LINTEL. \,\ � PLACE STEEL HEIPLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND aG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8"z16"5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE iD p`1F' COURSE OF BOND BEAM IS OMITTED AND A LINTEL 5 PLACED. THE STEEL BOND BEAM '- REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / b TOP OF THE LINTEL. �,\a�',`Q� 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8 P,05' 8xl6 DBL. BOND TOP OF / eqE BEAM W/ (1) #5 BAR BOND BEAM •\O� g EACH COURSE a\r1G 8x8 BOND BEAM ' TOP OF W/ (1) #5 BAR BOND BEAM F F = FILLED W/ GROUT �* -(\Ap U =UNFILLED GROUT SOLID FROM TOP .rl\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH #OF#5'S, IN E BOND BEAM BEAM COURSE SEE NOTEa �6-1 T/1 B LINTEL W/'(;1).5��)E �/c HE GNOMINALHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY 0 OPENING - 2" BOND BEAM COURSE OR �2 BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT #OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3l4"=1'-0" THAT XFXX -1Tl1 WOB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER AND XFXX-1TIOMIOB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS OP OF OPENING PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)1-31i6 TAPCON OR DRIVE PIN (MIN DBL. BOND BEAM SHANK SIZE.145 MIN HEAD MIN EMBEDMENT 1 AT LOWER ELEVATION WINDOW 1/14-1)) 8 ROM EACH END AND MIN 1-1/4" #5 BAR BENT AS SHOWN _ EMBEDMENT �'I- 2z6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK PRE -CAST 3114 SIZE.145 MIN HEAD SIZE .300 WINDOW MIN EMBEDMENT 1 1/4") 8" _ 7p. 2!o SILL FROM EACH END AND 18" 'a SLOPE O.C. MAX. MIN 1-1/4" 9 EMBEDMENT OPEN FACE SHELL SO - 2x8 (MIN 2 X 3) 2-3118 TAPCON OR DRIVE PIN (MIN ALLOW AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BAR TO PLACED IN UPPER AND LOWER SIZE. 00 M ENTJ 2X4 SOLID BLOCKING — BOND BEAM #5 MIN. REQUIRED IN i/4") EACH END AND E TO SHEATHING Wl EACH CELL HOOKED IN 114 O.C. MAX. MIN 1-EN MEN. 2R12d PER BILK. EA. ENO TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7/16" OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW CMU WALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAIL 3 1 4 C 5 SCALE: 34"=1'-0" SCALE:11/2"=1'-0" SCALE: 3/4"=1'-0" %, PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I ISINGLE #5 CORNER E' I BAR, 3040 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM � u - u 8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. BAR(S), PROVIDE #5 BAR SEE PLAN. II / AT EACH SIDE STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN /emu/ ELEVATION OF BOND BEAM 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 34"=V-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdoWgngroup- L AA #: 0003325 � P g S P R U :T a�6 aUBDM ae LOT: ABBOTT PARK LOT #3 BLK #10 PROJMCTN 04181.000-03102 MODRL: 4EAB "1672— ARIA" OARAOE BIW MO: RIGHT PAOZ: DETAILS 60 MPH EXP. APA34TECD EC C AA NO aw� 11/25/19 aCAXX: 1/4"=1'-0" ax>�T 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 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 112" HOG NAILS, WOOD TO WOOD: USP RTi 6A OR LUGT2 W/ 1Od x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-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. FRAMING PLAN SCALE: 1/4" = V-0" d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774,4078 wwwAbdosogroupcom AA 8: 0003326 cl ZZ O d! • $ � ��y GI BtMDIV. S. LiOT: ABBOTT PARK LOT #3 BLK #10 PROJECT# 04181.000-03102 MODEL: 4EAB "1672-ARIA" GARAGE BW MO: RIGHT PAGE: FRAMING PLAN 60 MPH EXP. r'pRmTDATE: 11/25/19 scALJE: 1/4"=f-0" B1iIEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFM/ALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 1/2" TO TRUSS. FL#17680 PLYWOOD SHEATHING, SEE (2) USP HTA16 TRUSS ANCHOR # 1175 UPLIFT USP B-(2) USP HTA16 TRUSS ANCHOR WITH (9) "ROOF/WALUFLOOR WITH (9) 10d x 1 1/2" NAILS TO NOTE: A PT SYP #2 2'• x 4", HTWM20 W/1010d TO 10d x 1 112" TO TRUSS EA STRAP. FL#176M SHEATHING TRUSS EA. PROVIDE I MINIMUM G', 8" x 4'-0" MAY BE ADDED TRUSS AND (4)1/4" x 2 1/4" DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" CONCRETE EMBEDMENT. OBL Wl 10d NAILS, 2 ROWS, 3" TAPCONS TO CONT OVER TRUSS (NOT SHOWN) STRAP, 1 EACH SIDE WRAPS UP O/C TO FACILITATE ONE POURED LINTEL AND OVER TRUSS (NOT ADDITIONAL PLY MAX. TO NOTE: A PT SYP #2 2" x 4", SHOWN) ACCOMMODATE GIRDER # 1900 UPLIFT (2) USP 6", 8" x 4'-0" MAY BE ADDED USED IN CONJUNCTION WITH TIEDOWN REQUIREMENTS. HTWM20 INSTALLED ON PRE-ENG TRUSS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT CONNECTOR OPPOSITE FACES OF O/C TO FACILITATE ONE FL#17680 BLOCK WALL W/10 tOd TO ADDITIONAL PLY MAX. TO 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS (A) USP W/ POWERS TRUSS AND (4) U4" x 2 i/4" TAPCONS TO CONT CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. SOLT2 )16 GALV. WEDGE 80LT8 (16)18 GALV. NAILS TO TRUSS (2PLY) #FL17240 (NOT SHOWN) POURED LINTEL 2x SECURED WI (3)18d USP RFUS STEEL CONNECTOR WITH (4) GALV. COMMON NAILS. ENGINEERED W000 af4 " WEDGE BOLTS AND tx2 SECURED W/ 10d TRUSSES 0 24" O/C, lx2, 2x WOOD FASCIA (12) (12) WS3 SCREWS FL#8223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 12" OIC FOR REVIEW 2x SECURED W/ (3)16d AND APPROVAL GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SECURED W110d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS SCHEDULE SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM 12" O/C SEE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, 0310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 LBS, 1-1310LBS (2 STRAPS) TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE TYPICAL TRUSS/ �a 1b SCALE:�=' TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 2a 2b A -'-0" 3 SCALE:34'=1'0 GIRDER CONNECTORS) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT, PLATE (1) "X' BRACE @ CENTER TO SILK W/ 1/2" DIA. (2)'W BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" 6'-0" MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH 9R 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY S" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. tx4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BTM. CHORD BRACING, SEE P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX U PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ n. H MAY NOT BE (2)10d's @ EACH TRUSS r y REQUIRED TO BE INSTALLED@ 10'-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ, 1x4 BTM. CHORD BRACING 9-9' O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d COMMON NAILS AT EACH CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END INTERSECTION TYP. BTM. CHORD BRACING 6 �f I � SCALE: 3�4"=1'-(Y' PRE-ENG D TRUSS NOT USED BDALE:3l4•=,•-0" -- 5 NOT USED THE USE OF ALTERNATE MATERIALS MAY BE 4 NOTCH DEPTH I/4"D HOLE EDGE>W" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 2/5"D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl 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, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 315"D DBL. STUD STUD NOTCHING AND BORING LIMITS 9 NOT USED 10 NOT USED 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdoeigngmup.com L AA #: 0003325 tk 4 00 8v8DIV. Se LOT. ABBOTT PARK LOT #3 BLK #10 PROJID 04181.00--03102 MODRIA 4EAB %672—ARIA" GARAdZ 8Tr Md: RIGHT PAGE: DETAILS 60 MPH EXP. "i IT`" y1i'"�i-7 Dvmcr .1 A 11/26 19 ECALM: 1/4"=1'-0" 8klEET S3.1A 20 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESEM AT BRACE W/ (3)12d @ EA. 411-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'4" TO 39-Cr (1) "X` BRACE 30'-1- TO 60'-0 (3) `X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIAfFOR NNECTION PER SEE ARCHITECTURALUSS MFG. 2x SECURED W/ (3)16d WOOD GALV. COMMON NAILS. 24" O/C, 1X2 SECURED W/ IOd P DRAWINGS GALV. COMMON NAILS CONT. 2x4RAT RUN12"O/C AL SECURED W/ (2)12db C MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE: 3/4"=V-0" PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT e PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) -45 MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/TRUSS PLAN W/ 12" DIA, ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 20 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED ® 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32780 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA A: 0003325 a SLJSDIV. AC LOT. ABBOTT PARK LOT #3 BLK #10 PROJECT 04181.00 -03102 MODELa 4EAB "1672-ARIA" GAPLAOR SwngG: RIGHT PAGE: DETAILS 60 MPH EXP. L AR NO 93M SCALE: 1/4-=1'-0- 1 S3.1B �L A GABLE -END n �L ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) 'A'= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: IW MPH WIND EXPOSURE: "C" RISK CATAGORY: It APPLICABLE IN PRESSURE COEFFICIENT+-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 12" 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 Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END, ROOF! WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. CIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 2 12" 0.120' 170,000 ('&20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2'1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 of(E_RIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @j 4" O.C. TOP & BOTTOM EDGES ic.......... J z � Q • w Z O Ur W Z Z 9 n u Y Z U Q (j N w O Z to Z QJ gJ_ .'I Y 2� cl ri1Ly3�� N 01F U Ln d zuJ P Z a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. �\ RAFTER OR TRUSS-`�\ R(1/1F RHFATHIN(: ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS 6 6" O.C. IN FIELD ` Bd RING SHANK GUN NAILS a 12" O.C. IN FIELD or Sd x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS ® 12" O.ra,.jN FIELD Jl TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. WYA#JM AGGREGATE SIZE SHALL BE 314'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL,. MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHFR NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES. DEPRESSIONS. AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, Sm EDITION ALL EXPOSED EDGESOF CONCRETE ARE TO BE CHAMFERED3/4' . ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF :ILLS, FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE PROVIDE 64BL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNOERALL SIABSONGRWND WHERE INDICATED ON ELASTICITY PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COL6FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND DISC SPECIFICATIONS AINING& SEAMS LAPPED B WCNESANDSEALED WITHADHESIVEMETAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE, NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, 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. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS' MINIMUM NAILING PER FBCR 2017. 81n EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM AISS, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOW TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. 70 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 SIGNED AND REQUIREMENTS AND SLA&ON-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. RESAR SHALL BE ASTM A615 GRADE 401N CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A815 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT -GIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: All THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TPVWTCA SCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD /0 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-wnamenl REVIEW' TVP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #8 BAR - 36' WOOD TRUSSES. 10 psf BTM CHORD - rcomrraM #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM RESAR. SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1.1982. 18 pMTOP CHORD 20 p TOP CHORD ASPHALT SHINGLES) s/ No GYPCRETE) (7 p(1e ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 S 5 psf BwTM CHORD TM CHORD 5 p THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10pa/ MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =17) MPH S SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (FBCBLE R2017) EXPOSURE C, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE(NICE BIT LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS S ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psL BALCONIES (EXTERIOR) STORAGE: DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PUNS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: SOpsf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50Psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pPLAN MASONRY. SHOVING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASCE STTMS 402. BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES). AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Tm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" CONNECTORS" BY LISP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. C CURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATION/ SITE PREPARATION: "8' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 f FOOTING Ps' TYPE'M" OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDERNDERASTM HORIZONTAL VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB-GRADEYSHALL BE COMPACTED A DRY DENSITY OF AT LEAST OF THE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MALL BE REMOVE M SIO 7. T MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL MAXIMUM A SOIL FOR TERMITE PROTECTION. BE CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE 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 BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR WALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" 4/- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-984 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER I3 ADDED TO THE MIX UNTIL IT IS DEPOSITED 81 ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSINUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITHTHE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SWILL BE AS FOLLOWS A Y FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): S. FORCONCRETEEXPOSED TO EARTH ANDIOR WEATHER 1-ta' FOR 05 AND SMALLER Y FOR 96 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS 1.1/P FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE S. Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTMS3, GRADE B, TYPE E OR S. Fy = 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. 4-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTKIN SRE SPACNIG RE.- APPLH:.ATXIN 912E TYPE I9PACINO REMM16 14 PT FURRING TO CARE HAROENEO CqL GARAGE DOOR BACK 1N"ON TAPCON MA YRY 11? EMBED., I EW MASONRY I LYING. NAILI VYLONG. B.� TO MABONRYIWNC. NO WASHER FASTENER S, I - EDGE DIET, -.A EKT.DOORS CASE HARDENED COIL 0."G WINDOWVDOIXU FASTENED GM 110E DOOR BUCK 1IY OM. WI 4"EMBED.,4•END DGT„ 1. PT, SEE NOTE N,VL 11P!'LONG. STAGGERED INTO MA90NRYICONC, TO MASONRYICONC. w EHER -ON BOLT PEDGE DIET. WNIDOW BUCK CASE HARDENED COx 9"OTC WINDOWIDOQLFASTENED METAL STPAPTO CONTACT THIS ENGINEER FOR SPACING 1. PT, SEE NOTES NAILII?LONG. STAGGERED I-MAsoNRrrooNc. MA90NRw-G.. REQUIREMENTS EXTe lNG DOOR G)&1S9W. 'TAPCON 1ITG` BED, B'EFD. N EARING WOOD tYY" EXPANSKNI .'EMBED. <"EN/ BUCK L m, SEE NOTE S wWASHER FASTNER 10'aC DISTIL, 11IY EDGE DIET, WALL TO CONC.9LAB WIWA9HER BOLT 24 DISi., 3"EDGE DIET. NPTWNIDOWBUCK OIW PAF.2IIB" 9'dC 4"END. D.T„1 P11Y T TO STEEL COL., SEE W/WASHER STAGGERED EDGE DIET. NOTES 1SS�MLES 1T SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE Htun X.ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE S. WINDOW ANO DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W/ TAPGONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA B: 0003325 � P q Ns OJ • W I B' J BZ79DIV. k X.0 . ABBOTT PARK LOT #3 BLK #10 lipmojmcT# 04181.000-03102 MODZU 4EAB "1672-ARIA" 5A AC;Z BWMC;: RIGHT PAGE: DETAILS 60 MPH EXP. 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