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HomeMy WebLinkAbout35612 Burma Reed Dr99 1828-4EBB—CAL199 �- HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS . BURDW CWg, [tj„ SM aui�ox t '8 I�L ( ) ABV. ABOVE LAV. LAVATORY A/C ADJUSTAIT`oNING mc. LUMINOUS A/C ADJUSTABLE M.C. MEDICINE CABINET ALT, ALTERNATE MFR. MANUFACTURER DATE DEBCRD'TFAN 0M/D CDg D ARCHITECTURAL SHEET DESCRIPTION dA5A0 Wn MC UPDATE DR HORTON HOMES 12602 TELECOM DRIVE -OCCUPANCY — RE,ADEWTIAL, GROUP R3 TYPE - VB AMP. BD. CL CAB. AMPERAGE BOARD CfiNTER LINE CABINET MIN. M.T. MTD. MTL. MINIMUM METAL THRESHOLD MOUNTED METAL PG Cl-COVER SHEET PG GN—GENERAL NOTES gAq,ANy �'$ RE.IBBUEp 024M SIDING ELEVATIO4 ADDED TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 :CONSTRUCTION INTERIOR FB41Sii — CUSS B -BASIC VIND SPEED — Vult=150 MPH Veld=116 MPH '�� _ B :EXPOSURE RESIDENCE •2—STORY RESIDENCE — W. HEIGHT AS PER WCAL AND STATE CODES CLG. CEILING CLR. CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER DaL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL DP. DEEP DR. DOOR D.S. DOWNSPOUT D77. DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION EQ. EQUAL EXH. EXHAUST EXT. EXTERIOR F.GJFX. FIXED GLASS F.G. FUEL GAS PIN. FINISH FLR. FLOOR FLUOR. FLUORESCENT FR. DR. FRENCH DOOR FIG. FOOTING GA. GAUGE GAR. DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSE B® MIDI_ HOLLOWCORP. HGT. OR HT HEIGHT INSUL. INSULATION INT. INTERIOR N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR. P.T. R. RAD. RAG. REP. RM. R.O. S.C. S.D. S.H. SHT. SHIHG. SHWR SIM. SL. SL.GL. STD. SwS TEMP. THK. T.O.C. T.O.P. T.O.S. TYR U.N.O. W. W/ WD. WOW. W/H ON CENT CALE ON CENTERS PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AM GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE WAPSOH ROOT WITH WOOD WINDOW WATER HEATER PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG Ml-MECHANICAL PLAN PG DI -DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS ASSEMBLY DETAILS PG WA PG PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS CDb RE•ISSIED D4/Hll6 FOOTIYsREN610NFERFLDOUES 06RVNN CD* RE-IMIED 02/" ADDED O I115 5 FOOTER AT GARAGE DETAIL MOT MYEW @=/IS PLAN MAINTENANCE OSRAE! REYN D LINTEL 612 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) 774-8078 Fax: (407) 774-4078 "14110 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL SATSON a-ELEU SQ.FT. CALC.'S 004A REVISED HVAC YOUJSS ON SGFT CALL SCHMLU (1 ELBJ C61DAS ADDED 'EXTEFWRMONO DEEP FOOTER'DETAIL DA5"(ORL) LIVING 1028 $a FT. GARAGE 430 Ga FT. ENTRY Ig gam, FT • LANAI TOTAL 2�2 Sa 064IM ADDED LED LIGHTS • WCHEN N BATH PER MAW D01E5 01/" ADDED STONE OPTION ELEVATION C N D (TAIVA) CUM ELEVATION VV SIDING•ADDED LOUVER GABLE ROOF EApSAg ADDED an. S •o' CEILING NEKI It8 VA" REPLACE USP CONNECTORS WITH 5910" CONNECTORS 04/OVIO REVISE ENGAVENT RADLN PLAN DRENSION5 04A09!!0 �T.O'-0 CLG NGT: ADDED LED LK4fiT IN FOYER �y,0 OPT W-0' CLG. Wit ELEVATION 'C'• REVISED NEIWT OF ARCNIUAY ObAO640 ADDED ELEVATIOlS'L'NTP(Of) STRUCTURAL SHEET # DESCRIPTION OV6/MO ADDED ELEVATIQND TiG'-TTM-T15'(ORLJ PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS PG S1.2—DOWEL PLAN DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUDDER ASSUMES ALL UABndTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. W.I. WROUGHT MON PG S1.2A-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2-LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING, OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S2.1A-DETAILS PG S3-FRAMING PLAN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUDDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.lA-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.1B-DETAILS CLARIFICATION. PG S3.1C-DETAILS AB DESIGN GROUP WDL RESPOND TO ALL WRITTEN RE 9 IN WRITTEN/DRAWN FORMS IN A TIMELY PG SNl -DETAILS MANNER. AS DESIGN GROUP TAKES NO RESPONSIBRM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE HEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCMON BASED ON THE DRAWING SET. d N. RONALD REAGAN 8I LONGWOOD, FL 32760 PH: 407-7748078 FAX: 407-774-4078 wwwsbdesWgroup.com AA #: 0003325 x y o a as a !;,ou stmD:v & LOT: SILVERADO LOT #41 BLK #18 PROJECT# 04128.002-41181 MODEIe 4EBB "1828—CALI" GARAGE OWMG: RIGHT PAGE: COVER SHEET 150 MPH EXP. B GENERAL NOM 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) Bth EDITION, (2017). 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. WM WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GAR M AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 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 R3026 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN/NCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6• WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 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 PNNSHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Y/e' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 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-C1063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063-1 to & 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 -15A AND R703.7. FlRE 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 117 GYPSUM BOARD. R302.7. EMRM CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BL LONGWOOD, FL 327W PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngmp.com L AA M: 0003325 1 � a b b SU13DIV ae LAT: SILVERADO LOT #41 BLK #18 PROJECTfp 04128.002-41181 MODEEa 4EBB "1828-CALI" GARAGE =WING: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B 31 awT�: 07/27/20 NICAXX: 1/4"=1'-O" GN t.9'.A• oro o ollrrrl,o � ollrrrUYrllo'IrrrYrrrrrlo o�rrrllo 1 o � � p On p o'IrrIYYGo - al ; JI' 11 mm i 0 0 . 1I I . -am Ll o 10 ' . � o Fm - ` WWI �T '1'11 ME I J 0 0 Im �•♦_•1�q•q -- - as 0 �- 0 = Iv p �� o AS REQ. mm PER OLM `� CODE mm GAUGE 4-1 mm i ;:II'l/ I • =0 TRANS. min . M. o EMY olrrrrrli0 ula ]I11:41110 o'JYYIfo �+ m urrrrrrrrrrl �iGB//�!L/iF�iG FLOOR PLAN SCALE: 1/4' " 1'-V SQ.FT. CAM'S LWB1G 1028 80. FT. GARAGE 430 SQ.FT. ENTW 16 Sa FT. LANAI 88 SQ. FT. TOTAL 2%2 Ga FT. OWIr0�8lCIAEaFOR 81FX r 1Bf8 OPBaI(tl BMW 801E SkVIIBLIOBAb BEYW:B NOTWE Rl AGE MIN. WINDOW 10 g 24/-33 CRITERIA EXTERIOR SWING I8 g 24/-31 DR MIN. CRITERIA BCaD. MIN. 41 g 23/-2S CRITERIA 16010 OHD. IT! 9 20.4/-22.1 BASIC RIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT f OAS BLDG. CAT.=II, EXP.=B, MEAN ROOF RT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. DA C Deft.. TOP PLATE 9 in BAR DETAIL a 0 DIM. VARIES ARCH DTL. B SGALE= 1/2 " 1'-C' -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENLIM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS 15ETWEEN THE GARAGE AND RESIDENCE SHALL DE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICK OS, SOLID OR HONEYCOMM-GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 www.abdmigngroup.com AA 0: 0003325 a = 1s w r u a rUBDM ae ='. SILVERADO LOT #41 BLK #18 04128.002-41181 MODZs. 4EBB "1828—CALI" GARAQZ EIrItNG: RIGHT PAG18: FLOOR PLAN 150 MPH EXP. B VXNT DATE: 07/27/20 scA=: 1/4"=1'-O" E*mw Al L-n.17 11 FYF" BKTIDdI OR EQUIVALENT V Ib'X62' FYPON DECORATIVE SHUTTERS OR EQUIVALENT 4' RAISED —. BAND (TYPJ 0 -0' FIN. FLR I FRONT ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FBCR R103A 8'-8' BRG. HGT. 0'-0' FIN. FLR I�i 8'-8' BFW.. OFF RIDGE VENT FYPON LV12X24 OR EQUIVALENT COACH LIGHT 0'-0' FIN. OFF RIDGE VENT OFF RIDGE VENT AREA OF ATTIC = 2364 SO, FT. NET FREE VENTILATION AREA REQUIRED = V30D REQUIREDVENTILATIONAREA = 2364/300 7.88 VENTILATION AREA X SO. INCHES PER Fr.(144) • 1134.72 SO. IN. MN. REQUIREDVENTIIA nON .5X 1134.72 IN UPPER PORTION OF AMC - 567.36 SO, IN. OFF RIDGEVE4TILATION AREA = 115 SO IN. FERVENT 567.36 /115 TOTALNDF VEN75 REQUIRED = 493357 TOTAL#OFVENTSPROVIDED 5 'AREA OF ATNC IS THE PERIMTER OF THE HOUSE, LESS THE OVERHANG E%1ER10ROF WALL TO DMRIOROF WALL, NO OVERHANGS INCLUDED) FE1 FERFE-1 12 6 REAR ELEVATION SCALE. 1/4 • P-O' TEXTURED FINISH N 0'-0' FIN. FLR RIGHT ELEVATION SCALE. 1/4 • I'-0' TEXTURED FINISH OFF RIDGE VENT LEFT ELEVATION SCALE. 1/4 . I'-V TEXTURED FINISH OFF RIDGE VENT ,o8'-8' BFW.. W.T. &-O'FIN. FLR u / 2' I N N DECO. ' A SCALE. IR . I�-0/2 I�-0 -C' FN. FLR. 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA 8: 0003325 7 4� N w fl i SXMDIV. Ae LoT: SILVERADO LOT #41 BLK #18 PnojmcT 04128.062-41181 MODIM 4EBB "1828-CALL" CtARAOE awixG: RIGHT PAGE: ELEVATION IIDN 150 MPH EXP. B 3 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --e GeV OUTLET 20 AMP Soma PTOLE IIOV OUTLET IIOV CUTLET 1/2 Q CURET WIMP TO SWITCH � am New OUTLET Eom4wo AMMO NUL WEEPER "AMMM MBW AW TTPII) "gh, CUTLET (4) USE CCISECTIOI ENT. SATERmoCP GOMM FAULT i CUTLIT INreRRIPTER SGATCH ewTcN s-UwY OPEN CNUTCH 4-WAY ORM I-0 uuLL r1DMaeo LKINT JQ CEILNIS LIGHT © LED CL& LOW ©vp �aF LOW O Vp VAPOR PICA LOW Op RICSSMD CAN VINT. FAN ICr+Pan SG Pr. NUT. rAN I aM PMDB S(A. PT. Y POrili! TOD by (sPOLNL 2'"A mw ® L AICIPD ( ) LEAP ( PINT.) ! 2' gJ401EacEIf Y R,U)IISCMW p GO C W TRACK L16W PANEL METER ePlolE oeRCrae EILINeEclld Fyn--TBD. U VALL ,DEFECTOR MATLAIAMsde &-US ® B,o CAIE04 M040MMtJ Own TOR cow «YLL Et . DaTANce OF NOT LESS M41M 4' RWM WALL PENDANT WHIT L� NATURAL A" CUTLET ► TwArwoNe JACK HEATER DISCO4ECT �LJWWSR AIR CONDIT DrocCNac Sn AM ON ' F�N TIILEVIBION JAM ca— sm plawAmo TO sa euPPORTEo IN ACCORDANCE OfMOK J-DON MAR® AS SUCH PON CILM SwN CELNG PANA.IOMT To M SUPPORTED N AGCOICANCE EV DOI NA4Eao As SUCH PC" manna 24• ►4CANDESCDAT LIGHT STRIP SS' lOMCESCDIT LWHT STR P 4W NCANOSSCDIT LOW NIeP PLOOD LOW OPT. SmcmTY KEYPAD • PA PUN+-eUTTCN AOR a4P'>•S IIID PORT • LOCATION O' TV JACK/ 4 PAGE OUTLET& 4 PANE TO W VERSY® • NOMECWNER PIE-001416TRUCT10N PEQTNS ALL s A 2e AMP ORANa4 C 14C UTS TO EE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF MM Stu EDRA?I [2AET) . NEG 21DG 2AEa mTTlML • 20 AMP DEDCATED LAUNCWr CIRCUIT. • GR P IN..ND (NOT ON rJTCHM CIRCUIT) • DISHWASHER DUCONECT TO W LOCKOUT N PANEL • EATHROOI E)04"T PAN TO HAVE MN CAPACITY OF Be Om NTEPRIMIENT PER ELECTRICAL PROVISIONS OF SECTION mm"" B"I m iTH mlTld r2ANT1 • LAISORT ROMO1lCEPiACLE NNALL W 6i100{1D PAULT COCUIT-WEIESJI-MM PROTECTION POR PeIEONN6 ON PUDERE • URNG METHOD SNALL W NON METALED CABLE PER ELECTRICAL PROVINONE OF Pea! Stu ED r2AN11 • ALL WORK TO OGMPL.Y WITH ELEOTIYCAL PRDVINOD CF,Ta I'ett1S rtH EYr2Slna • dI.iPA AHe1 rr _ g[LEGTm BY de ONE AND TEN1 d LWHTNG NMT e[ EILRSY @POIENt TYPO F!R CEILT -------------- MTD. LIGHT C,. -UNITED LIVING ROOM TO BE CLG FAN INSTALLED,PROVIDEI C.'`J PRE -WIRED` ,? BDRM.#1 J-OX FOR \UP BOPT. FAN I \\ GPI CLG FAN \ J H C PRE -WIRED DINING CLG FAN ROOM I m S'-b' 1 r-SW � I I 1 ITCHZN'---- — — — — — — — — —CABINET r --—--- ---- BATH #I GFI L _ — _ _ — L GFI W.I•C• I OPT.i SING DW 1 OUTLET .1L} � .i�TSI3EFOR Dw T3 � PAN./ ` \ RANGE I GFI () Q GFI i �i�ri II I S t FIM-WIRED \ CLG FAN i F'RE-WILD CLG FAN y' BDRM. 4/ L=== ---- RELY FRE-WIRED I I CLG FAN RAI I L I LED LIGHTING @ SINGLE LAV. e BATH °2 I I � I I L I I I 19 I I I I L I LED LIGHTING @ DOUBLE LAV. BATH •1 PGA Y — — — ® /--c'/ „. ,� IFOR\ r- I DOOR \ I — � I % I \\ L — — � � BOLLARD i \ AS REGL \ WALL MOUNTED PER BLDG. \l \ "TTTT" LKsNT W/dUITGH IN CODE ATTIC w — — KEYLESS OUTLET METER FIXTURE FIELD ,,,•" , 0. VERIFY V1 IRRIGATION OC. OUTLET E \ \ 48' APP. ENTRY GARA EI \ LN ---------------------6 — — ILJI COACH LIGHT ELECTRICAL PLAN SCALE, 1/4' a I'-®' WP Panel MAIN -A PANEL: 8116" rat bne ker VOLTAGE: 1201240 V-1 Ph MAN: 150ArpM.C.B FEEDER: 3-#1 CuTHWN & 1- #6 Cu (G) in 1 1R" C. OR 3. #WD AL THNN & 1- MB Cu (G) in 1 117 C. Imo 5304 IA/C C.U.4 PANEL -A PANEL: 42 crL breaker VOLTAGE: 120 / 240 V A Ph MAIN: 150 Amp M.L.O. FEEDER: 3-#1 CUTHWN & 1- #8 Cu (G) In 1 1@" C. OR 3. #20 AL THNM & 1. #8 Cu (G) in 1 1)Y' C. N 012 1 1 1 20 1 S-1 m. I ism 1 1 2 Bm0 It p 50 2 N Al2 1 20 Likrvv° IHaod GFJ 1Bm 3 A 012 1 M 3 NAPPI4ro • ISm 5 5 4500 WAxH 25 2 .0 # 12 1 20 R b 1500 17 0 •12 1 20 IvAing Roe .N AFC, NOD 10 1- DH aGFI 20 1 B2 H2 / m B°n GFIR mu 12m 11 12 1= Di•M•cMr GFI 20 1 M2 AI4 i 1 15 FWPIHAIIBed.I AX BNh A2AF11 200 13 14 5000 IDrYK GFI 30 2 Po ABBREVIATIONS: MCI: ARCFAULTVRWRNTERRUPIER NC: NONCONCIDENT LOAD QM: GROUNDMI.TIMItRUPTER LOAD CALCULATION IS BASED ON NC NON -COINCIDENT LOAD PCU,Twm •ITS OI IN 2. Ro CU IN CONDUIT OR 2 'dE•INATE A Ai61PIT ° Ism AMP ELECTRICAL RISER NOT TO SCALE. COMONATCN BERME, DISCONNECT SWITCH AND e0 AMP GOG40 VOLT GI MtAL NOR& M EAC11eC PL"M IN I P�NASE A eLECTItlCAL MATERIAL* AND IWALLATIONS IN COMPLY WITH ELe"T"' AL P ROVISIONS OF THE B'� NEMU. SR ENCLO RM PAIJa SOITION (ZIl u LOCAL COwn AND ALL LOCAL mm COMPANY IEOMW IMM D. ALL COOUGTOE SHALL W TYPE TKWDEN UNLESS NOTED OrAMRL Bc TTLe'llwaMeSVItE cAeLeTELWR40N ENIRANT2l SDIVO= SNTISANCE !FLYER COITANY EfitlPFpR EOYR7NT TRANePow'eR NTeReriTEI DOPON6 TCRISLAL AT LOB GRAM VOLTAGE Clome=CNS PROVIDE e0 AIT, ISS440 VOLT, I PHASE eeco/D 1 A4 W S~CE GROUND COfECTED TO ELeCTRCAL SSRVM PROVIDE S'1 COPPER rCW IN CONaE7E ENCASED FOONR STEEL MR I-IG" SO PVC WWRI A VC CONDUIT OR PROVIDE S •30 ALUINUI (AL) N 2" DIA SCHEMA SO PVC olom OP THE H e �.N F..II.AN OOLUT UNLESS SERVICE IS PROVIDED BY TIE ELl01RO COIPANY. COOISDNAIN WITH hE ELECneC • PT LOW COPPER CLAD GROUND RICO COMPANY PHECR TO DID. 1441 N. RONALD REAOAN BLVD LONGWOOD,FL32750 PH:407-77"078 FAX- 407-7744078 wwwAbdesigngroup.00m AA#:0003325 SLTHDIV. ag LOT. SILVERADO LOT #41 BLK #18 PROJECT 041 8.002-41181 MODEIA 4EBB "1828-CALI" GARAGE ew1NG: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B DATE: 07/27/20 SCALE: 1/4"=1'-0" E1 TO PLUMBING PLAN SCALE: 1/4 . I'-0' VTR KITCHEN 81NK V AUTO VENT jl I/25�; of I I/2'11/2 V I' TUB -, 4 rlLAV 2' VTR2. /I i/1IR*1 WASHER PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-774-4078 www.abdoeigngroup.com AA N: 0003325 -• rr o 44 0o S 0 BUDDIV. & LO: SILVERADO LOT #41 BLK #18 PAO"T* 04128.002-41181 MODZIA 4EBB "1828-CAU" GA %A018 8WINO: RIGHT PAGZ: PLUMBING PLAN 150 MPH EXP. B awTae 07/27/20 8CAL.8: 1/4"=1'-0" P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET D. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SWA,L BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRICTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES 814ALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITICN (20M) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROO'1S, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS SMALL 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 MC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFRJSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL. FANTECH DBF 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 OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN s LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PASS-THRU AIR GRILL NOTE ALL HVAC TO NAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3/161X21 TAPC.ONS UNIT BIM'SON WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN 4• CONCRETE BLAB SECURE STRAP TO UNIT W/ (2) 18X1 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANTLtt�EB CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' DIA, OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINER BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3072.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL SUNK COW CIO. CA. PLUG PLUG I \ SEE SPEC. BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED /r��^^ WADE 8240-K JOSAM 66000 INSIDE / SERIES NICKEL E RA66 TOP CAULK P.VL OPTI/SPEC FLOOR SLAB CLEAN —OUT (TYPa,) FIN. GRADE OR PAVING 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN —OUT (TYPN� NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE FPS. ELEVATION. MECHANICAL PLAN SCALE: 1/4 . I'-0' ■ L441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-7746078 FAX 407-774-4078 www.abdeslgngmup.com AA M: 0003325 lie II b b aysurv. Z ZOT SILVERADO LOT #41 BLK #18 PROJECT* 04128.002-41181 MOIDEEe 4EBB "1828-CALI" GARAGE 81fMCF: RIGHT PAGE: MECHANICAL PLAN 150 MPH EXP. B i n T` 07/27/20 1 BCALM- 1/4-=l'-0- aimET M1 2X4 TOP PLATE - PRE -FAD TRUSS la' CLG. BOARD 1/2' DRYWALL -­_ TV)r SECURE ST. — PLATE TO SLAB W/ Imd MA80NRY NAIL a 32' Or — MAX FIN. FLIt 2X4 WOOD STUDS n4' O.C. SLAB NIV I t-1i.'JIUU* IN PARTITIONS SUPPORTING ALL 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. 1 TYP. INT. WALL (NON—BRG.) D1 SCALE. 3/4'.I'-V' FIBERGLASS SHINGLES OVER'30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.0 ON J' OAS. SHEATHING OR p COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER 1 -®' TYP. ELEVATIONS O.N. VENTED SOFFIT I h I 1/2' THICK, 2 COAT PORTLAND I CEMENT PLASTER APPLIED DIRECTLY TO MASONRY __ p/a' GYPSUM BI OR 1/2, HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GLUT W/ (I)- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'.I'-0' ENERGY CODE FORMO ATION R-VALUES RENCE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.C. 8' Cm 1/2, GYP. ILL. BD. - WOOD BASE — 0'-0' FIN. FLR,L a m ,a n W/ WINDOW OPENING ti FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwblI ON 0.89. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE -ENS TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY _ J 0'-0' FIN. FLR a. TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLOPES 212 TO LESS THAN 1 12, A 4 l—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE. 3/4'•I'-O' 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 486'5 TYPE IV, OR ASTM D (2i5'1 rum cm ' mTK U-ao. 2B GAS LINE THRU BLACK N••fi FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwD.0 ON 1' osa SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-0' TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS Reo vovameAm DOOR e x AL m'� i Amy orwm by m^p. FASTEaD TO macro TRAM op"c1cm uv naoo= AFF WVAL SE& 3 GARAGE DOOR JAMBS D1 SCALE: I I/2'•I'-0' 1_2X4 SPF 24' O.G. MAX. SECURE W/ f2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES -PER STRUCTURAL DETAILS STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS CONT. 2x RAT RUN SECURED PERZ /� STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION If \ 5/0' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING - STRIPS • 24' O.G. 1/2' THICK, 2 COAT— 1/2' GYP. ILL. 190- PORTLAND CEMENT _ PLASTER APPLIED WOOD DARE DIRECTLY TO MASONRY 0'-0' FIN. FLR d a p. CMU a. ti 4 n W/ WINDOW OPENING n FIBERGLASS SHINGLES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON l' Oms. SHEATHING OR k COX PLYWOOD SECURED PER m. FASTENER SCHEDULE TYP. MTL. DRIP EDGE OH. 2x FASCIA PER ELEVATIONS VENTED SOFFIT \—PRE-ENS. GABLE TRUSS WEEP SCREED N�--2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU 4, 0'-O' FM. FLR n � TYP. WALL SECTION B NO OPENING �l—STORY GABLE BLOCK WALL —STORY GABLE BLOCK WALL D1 SCALE. 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 J h 1� V i+ r o aUDDIV. as L.OT SILVERADO LOT #41 BLK #18 PItOJSCT 04128.00—41181 HODSLa 4EBB "1828—CALI" OA tAOS DWINO: RIGHT PADS: DETAILS 150 MPH EXP. B im 2X6 P.T. • CCNTER OF DOOR HEADER 65CUIID LLV (1) VJ' X S' J-DOLT IIV 4• MN. E joSCp IT W/ 2' X 2' X VS' WASHER 4 NUT OR UV (2)1,2' X r ANC+10R ISOLTS W W4b1ER 4 NUT 17 GROLIME 2x4 ON RAT TO 95LK 0 W, MASONRY NAILS. 2X4, 44RAGE DOM SICK SECURED W/ (S) VJ' X S' J-0MT OR ANCHOR ® BOLTS, W 4' MSL E OSIP ENT, (W 2' X 2' X I/S' WAMIlR 4 MT. CU WITHIN S' OF TOP. (U WTHN S' OF THE BTM, (3) EVIDLY SPACED. o IS 19 O. 0 a p NOTES: ALL ANCHORS SMALL BE N ACCORDANCE TO MANFA:T144ER'S INSTALLATION NSTR)CTIOW W4ERE A Y NATO to M Ass-s � Ar GARAGE DOOR BUCK ATTACHMENT srxs.:n••r-r B' CMU 1S' DRYWALL I'x4' OR 1'X2' P.T. NAILER ❑ Ix4 P.T. OR % X4' MN. SECURE THRU FRAME 4 EXTEND 144' INTO BLOCK uU %. TAPCONS (MIN. SHANK SIZE J45 MN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 WITHIN 8' OF EACH END 4 18. O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLU 15 JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3/4 OR +5/4 1OMW TO LACK +3 4 OR +5 4 A SCALE: N.T . 2X4: m SECURE TO BLOCK W/ • TAPCONS OR (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2x6:m SECURE TO BL W/2-W6' TAPCONS(MIN. >eANC SIZE I45 MIN, HEAD SIZWoO MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 8• C.pJ IW O.C. MAX SPACING. h- DRYWALL 2XB,m ❑ VX4' OR I'X2' P.T. NAILER SECURE TO BLOCK W4-%' CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN . EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IB' OG. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK + � 1-1L/2" /WDID01/ TO LDACX +1-1/Z" " SCALE: N.T.O. 2X4m SECURE TO BLOCK W/' TAPCONB (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN W OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TOBLOCK WR-Vo' NON-STRUCTURAL V - TAPCON6 (MIN. SHANK SIZE J45 EM15EP NT INTO EMBEDMENT INTO BLOCK MN. HEAD SIZE 300 MIN. EMBEDMENT I Y4')GR DRYW LL WIT14N W OF EACH END 4 16' O.C. MAX SPACING. X4. OR I'X2' P.T. NAILER ��!- 2XS=w a SECURE TO BLOCK W/2-%, �' OAJ5. X 4' MIN. TAPCONS IMIN. SHANK SIZE .145 IN'SHA DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' OZ. MAX SPACING. NOTE: 914IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDYI) DOOR JAMB TO BLACK +1-15//i¢" %1 1LDiD01/ TO BLACK +1-15/18 ALE: NTB. 2X4:m SECURE TO BLOCK W/ Vo- TAPCONS (MN. SHANK SIZE .145 MN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO 15LOCKIW2-%, NON-STRUCTURAL ' TAPCONS TAPCCN MIN. I-X' (MIN. 814ANK SIZE .141, EMBEDMENT INTO BLOCK MIN. HEAD SIZE MO MIN. EMBEDMENT I Y49 8. cm 8. OF EACH END 4 K• DRYWALL IB' O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2X8ss SECURE TO BLOCK a*-%, CASING TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMD OR WINDOW MN EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4 ) efD�BOLCK22 $" lORTBLOCK ALE: N.T . 2X4m SECURETOBLOCK W/TAPO (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' EACH END 4 NOTE: STRUCTURAL 2X 18' OG. MAX SPACING. MUST BE ON OUTSIDE 4 2xbm SECURED THROUGH SE�STO BLOCK Un_%.NON-STRUCTURAL %' TAPCON MIN. I-Y4 (MIN. SWANK SIZE .148 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • q-U MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN B' OF EACH END B' O.C. MAX SPACING. 0 OR VX2' P.T. NAILER 2xsm �.X4' SECURE TO BLOCK W/2-V*' (MINr514ANK DOOR CASING SIZE J48 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS' O.C, MAX SPACING. MANUFACTURES DETAILS. xas. 4Wn A4 nscso m ft"J. nor sxmo4') DOOR JAMB TO BLACK +3" TSCLE: 11IND0II TO BLACK +3" i' AN.T . 2X4= SECURE TO BLOCK W/ V TAPCO46 (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X 19' O.C. MAX SPACING. MUST ISE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL TAPCONS(MIN. SHANK SIZE TAPCCN MIN. 1-Y4 .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 8. Cal 18' O.C. MAX BPACINCs Ji• DRYWALL 2X8>m I-AW OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%' 2ND 2X SECURE TO TAPCONS(MN. SMANIC SIZE STRUCTURAL MEMBER ,145 W/(2A2d WITHIN 8' OF EACH MIN. HEAD 812E 300 END 4 6' TO W O.G. MAX MIN. EMBEDMENT 1 Y4) CASING UT14IN 8. OF EACH END 4 DOOR JAMB OR WINDOW 18' O.G. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAKE TO BLACK +3" F 11OLD0W TO BLACK +3" SCALE. N.TA. 2X4= SECURE TO 15LOCK W/Ys' TAPCONS(MIN. SHANK SIZE N45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2x WITHIN S' OF EACH END 4 MUST BE ON OUTSIDE 4 W OJC. MAX 8PACNG. SECURED THROUGH 2X6:® NON-STRUCTURAL ' 6* SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPCONS(MIR SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 , cm MN. EMBEDMENT I Y4) DRYWALL WITHIN S' OF EACH END t IS' O.C. MAX SPACING�tjr4t4' OR I'X2' P.T. NAILER 2XS6Lj SECURE TO BLOCK WA-1/4' Yo' OBE. X 4' MIN. TAPCONS (MIN. SHANK SIZE 145 DOOR CASING MN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) DOOR JAMB OR WINDOW WITWIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACINCs. MANUFACTURES DETAILS. no,o 4•M Y r�4o ro naer 4rr4r roo nor or:®A•) DOOR JAMB TO BLOCK +3-7/18' %n1 11omw TO BLACK +3-7/18" " SCALE:RTA. 2X4' SECURE TO BLOCK W/Y4 TAPCONS (MIN. 814ANK SIZE J48 MIN. 14EAD SIZE "0 MIN: EMBEDMENT 1 Y4) WITHIN b' EACH END 4 NOTE: STRUCTURAL 2x BPACMG. MOT BE ON OUTSIDE 4 2X618. =MAX SECURED THRUG OW SECURE TO BLOCK UUt•I/4' SECURE NON-STRUCTURAL (APRONS TAPCON MIN. 144' (MRJ. SHANK SIZE 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) a• RMq.I WITHIN 8' OF EACH END 4 K' DRYWALL 18' O.C. MAX SPACING. VX4' OR I'X2' P.T. NAILER 2XBm2 SECURE TO 15LOCK W/1.1/4' ' P.T. X 4' MIN. (APRONS CASING (MIN. SHANK SIZE .149Q rOOR MN. HEAD SIZE 300 MIR EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER G. 10' O.MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3 3/4" iv1 11lNDOlI TO BLACK +3 3/4' as SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 W W W.abdealgngroup.com L AA 8: 0003325 h b O b sUEDZV & R 07[I- SILVERADO LOT #41 BLK #18 PROJECT# 04128.002-41181 woaElu 4EBB "1828-CALI" GARAGE NWENG: RIGHT PAGE: DETAILS 150 MPH EXP. B 31 F 07/27/20T D2 PIQE:ORED CONTROL. JoNT FLANGE OF CONTROL JOINTS Td BE WRED TIED TO LATH . S' OC. MAX (VERTA NOTE. DO NOT FASTEN CONTROL JOINT TO WALL EVEN P STUD EXISTS BEYOND EXCEPT STAPLES W/ %• LEG MAY BE USED TO RMP. SCCRE CONTROL JOINT DURING INSTALLATION ------ FASTENERS TO BE SPACED • l• O.C. MAX VERTICALLY -law COAT CEMENT UM LAYER M1. FORTRMBER dILDNG PAPER APPROVED METAL LATH FASTENED .l' (VERTJ = MIAX AT SUPPOIRM MW LAYER M. STUCCO URAP WOOD SHEATMING LATH SMALL ce corrt2Nuoue THROUGH JOINTS BUT ce STOPPED � TIED AT EACH SIDE. PER ASTM CW61 PROVIDE 2X4 BLOCKING IAOAA PLACED FLAT MAX 6• TO V PROM CONTROL JOINT UNW NSA I. PASTENERe FOR LATH TO BE NAILS O\ R / CONTROL. JOINT PALLS ON i GTR)CTURAL STUD STAPLES N COMPLIANCE Ulf ASTM C1063 2. WRE TIES TOM (NO. M) OAP4l6' WRE / 3. BLOCKING 6NOIIN MAY BE N ADDITIT \ TO WELL STUDS PtBW ED PER PLAN dh ft"Imw OLPOLpNWO.n.A ®pow OLPao MIIA/0. R.A L OIIRAN . FT.0 A CLAN . Pr. C &*APES nomm J ow mom ov1SRAP Yy ex"M IO' SRLOY 64TAMNN4. FlMJ/A1.CALLT PA.ltl Y OG MAX. OL POW NIAM • M. A 7. CLAN . PT. 8 POID 4 • L OWAY • PT. a S a CAN . Pr. C l P" Pr. O ovaw R. e TLL PT. C TQIOM I1110170M PLANK 0 60TIDFI L .ATRR rww UAL. TOLD. pQ II mcw. 3 COAT CEMENT OwArox, yr 2 COAT ARM raw Fit -2. FORTIFBER PAPER fRE.P! OIiT) we st uRAP(RMNE OILY) C: T) -FR M M QL WALL ILAAMIS :-CW FLAft" (M yp�� r.TALL Xlarour Ilatl .T .OROM O Rt1OP e NiRI..CFlONN APPROVED BWLDING UTAP SMALL GE LAPPED A M04MA#M OF 6• . VERTICAL LAM (ROLL @IDS) A 6' . HORIZONTAL LAPS. ALL SEAMS NEED TO DE TAPED UMT14 PORTBER SNEATMING TAPE / r rmi. ur • rsTAL un+ \ LATH VERTICAL LAP TO ISE P IT METAL LATH ( UM LAYER M. STUCCO WRAP UPS LAYER -2, • ► LEW araT / I PAPE BUILDING FOIITRNBER/ 2 VAPER LAP SCALE• 1 IR'•1'-O' Q KICKOUT DETAIL "MR TWR NAL MM OR 901.12RR OO Her = NOTE. SIDE LAP& OF METAL PLASTER BASE& SMALL ISE SECUIED TO Mumma ME•BERS. THEY SMALL OR TIED MnLm SUPPORTS WTW OA041lb-N (I71-M M) WRE AT NTERVAL& NOT MOTE TWAN V (22S-M MX AS PER ASTM CIO&$ I L FOR REPAIR OF TEARS N USE, LAYERS, TEARS MAY BE PATCHED WA40M IURAdP TAPE PER MANIP SPEC. OR PEEL A STICK WOOD 6 SMEATMI PAPER STUCCO P ��3 COAT CEMENT METAL LATH WPM LAYER MI, POWFIBER BALDING PAPER UM LATER M. STUCCO WRAP r� ieR WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) 9• THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR6 # TAPE OVER Roof nllel I SCREED z 5'XS' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT -�7 WALL SHEATHING) GAP SHINGLE - NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4'1 A- CUT AND OVERLAP ONE SIDE OF / SELF-ADHERNG MEMBRANE FLASMNG STEP el INSTALL FASTENERS (CLIPS. STRAPS. STAPLES) AS REQUIRED TO SECURE PIPE/ WRB TO PRAMNG IPE rr— 4. �I N�� 6'P6•INS(C (COMPATIBLE MEIORANE PLA16NR4G (COMPATIDLE W/ FIClSE IUMAP MATERIAL) OVER 4•A4' SELF-ADMERINC. MEMBRANE PLASHM OVER APPROVED HCISE WRAP. FLASHSIG TO EXURB) ONTO Me ���p ` CUT AND OVERLAP ONE $IDE OF STEP r1 PLASM MEMBRANE UM LAYER M, STUCCO URAP USE, LAYER 7. PowwwR BALDING PAPER METAL LAT4 6'P6• SELF-ADFIERRri MEMBRANE FLASWNG OVER 4'x4' SELF-ADNERNG MEMBRANE R.ASNNG OVER APPROVED HOUSE WRAP. -- TO EXTEND ONTO PIPE %' C40W BEAD OF SEALANT INSTALL APPROVED MOUSEUIlAP AIR R•PILTRATION DINKIER OVER ELA6TOME MC COATING OVER STUCCO/ C.V. PHIS14 (SEE TYP WALL SECTION) SECTION PER SECTION R703.7 B6FIIerYNn.nd DINIXRn Exlellor use oI pdOSM cement pester shell campy vAth the applcaaon requirements of ASTM C 926-12A. Inataflaeon of extetlor lathing and framing shell comply Wth ASTM C 1063-12A. IICo1k�a1.11W 3�;IMIE= LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — — — — — — 5UILD1NG PAPER) METAL LATH x—x—x—x STUCCO I ` 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #F: 0003326 �g3Nj 6 a >4 6 aoil retmGm ae LOT: SILVERADO LOT #41 BLK #18 PROJECTly 04128.002-41181 MODEL, 4EBB "1828-CALI" GARAGE >WWQ: RIGHT PADS: WALL ASSEMBLY DETAILS 150 MPH EXP. B WOOD SHEATHINCx UA. SELF-ADHESIVE FLASHING— — — — — — NOTE:METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-541-09, MIN, 2.5 L55. Pam' or/zr, DATE: PER SQ. YARD (UTILITY OR NOMINAL DCA=:1/4"=1' LATH DOES NOT MEET SPECIFICATIONS) SHEET WA1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER O TOP, SIDE(S) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. (D' SELF ADHESIVE sEcLO CE OF FLASHING TO BE, 1. BOTTOM. 2. 8I218. b. TOP OVER TOP t SIDES X VENT CAP IS TO BE SET IN BED SELF ?D SHEATHING OF SEALANT AT TOP AND FLASHING LAYER -1, 61DES ONLY. SEALANT IS TO BE UNIT STUCCO WRAP I . TOOLED SO AS TO DEFLECT I WATER AWAY FROM JOINTS. LAYER 7, FORTIFIBER 1441 RL327 BLVD 4, PREMANLIF. DRYER BUILDING PAPER O GWOORONALD LONOWOOD, FL 32780 X, BEAD ALL AROWD VENT -APPLY VENT -APPLY SEALANT ALL T VENT GAP (SET M METAL LATH PH:407-7748078 r JOINTS AND INTERSECTIONS CONT. SEALANT) WOOD Tom, TEXTURED -FINISH 0 WOOD FAX:407-7744078 www.abdeslgrkgroup.com APPLY SEALANT AT PERIMETER O= BACKER ROD NON -MOVABLE FRAME AND STUCCO z CONSTRUCTION FASTEN TO WOOD STRUGNRAL MEMBER • T' O.G. MAX AA *: 0003325 ON ALL BIDES,A CAULKING • JOINT ALL AROUNDSrind SEALANT s a Cm I I TOP t SIDES %• rolf• MIO.waL� PER SECTION UIEP BCIIED plS EtdaTfor kthMa ataRlRq pla BACKER ROD Exterior use of d cement plaster shall comply withth the the application 6 B DRYER VENT (BLOCK) + f requirements of ASTM C 926.12A. :Y. 6' WIDE STRIP SELF R. ADHESIVE RASH11! CLEAN k Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. i MAaOINRY BEFORE APPLYING WRB LAYER M, WRAP �X' MASONRYSTUCCO HOODED VENT BUILDING PAPER OVER 'QUICK FLASH' r — — — —1 HORIZONTAL WEEP SCREED i•THICIC3COAT CEMENT PLASTER — (FRAME TO BLOCK METAL LATH - - WRB LAYER 7, FOFrr FIBER PIPE THROUGH WALL BUILDING PAPER WOOD SHEATHING 14 v 41 6• SELF ADHESIVE V DRYER VENT (FRAME FLASHING (INSTALL g PER MANUF. SPECS-) {r BUILDING PAPER UNDER 'CUICK FLASH' WRB LAYER °I, CUT OPENING; IN STUCCO WRAP APPROVED HOUSEWRAP ;IE FOR BOX INSTALLATION %; CUT 'X' INTO VENT PENETRATION WRB LAYER 'I, SELF -ADHERING STUCCO WRAP MEMBRANE FLASHING SCALE: NITS. APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER L9 APPROVED WR5 LAYER M STEP #1 STEP #2 APPROVED HOUSEWRaP BELOW tim LAYER 01, STUCCO WRAP ELEC. METER FIELD I VERIFY LOCATION ELEC, METER FIELD VERIFY LOCATION CUT SUCH THAT 9 APPLY 6m MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT ® MEMBRANE FLASHING ENTERS BOX, - OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE SELF -ADHERING AND ONE (1) LAYER OF PAINT EDGE R APROVED PRIOR TO INSTALLING ELEC. ?; .... ;? NOUSEWRAP Ilk- METER WRB LAYER'1, FORTIFIBER BUILDING PAPER CAVITY TO BE FILLED STEP #3 WITH RIGID POLYMERIC 6TEP #4 LEGEND ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON ELASTOMERIC DRAINAGE PLANE (WRB BASE SEALANT AT POINT COATING OVER STUCCO/ C.V. FINISH LAYER al STUCCO WRAP) THAT ELEC WIRE PENETRATES (8EE TYPICAL WALL ac7Haly. tk LOT SILVERADO LOT #41 BLK #18 PROJECT* 04128.002-411 1 MCDZI s 4EBB "1828—CALI" GARAGE BIIITTG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B APPLY E-2 BEAD— OVERo.o.e ° SECTION) WRB LAYER a2 (FORTIFIBER — - — — — — GRADE DMIN BUILDING PAPER) AREA TO RECEIVE FELT -PROVIDE METAL LATH STUCCO SCRATCH COAT SEALANT AT ALL METAL LATH X—X—X—X 4 1 COAT OF PAINT W/SACK- JOINTS AND ROLL PRIOR TO INTERSECTIONS ° ...... STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN COMBO OR METER CAN AND 23 SELF-ADHESIVE FLASHING — — — — — DISCONNECT STEP 05 STEP 4*6 OT : DATW. 07/27/20 METAL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT OELECTRICAL RECEPTACLE ECALE:1/4"=V-0" R103.1.1 / ASTM C-841-OS, MIN. 2.5 LBS. O PENETRATION °HEFT PER 50. YARD (UTILITY OR NOMINAL WA2 LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO ••ir %VZZZZ////// F-ADHESIVE FLASHING - - - - le 2 1/2' k CORNER BEAD (FASTENER 4 SPACING 0 -1' O.C.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1YL t/ � �1CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7745078 FAX: 407-7744078 www.abdaWgngroup.com AA 8: 0003326 74 mo SUDDIV. ae LOT SILVERADO LOT #41 BLK #18 PROJECT# 04128.002-41181 MODZU 4EBB "1828-CALL" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B N A D � 07/27/20 SCALE: 1/4"=l'-0" B *== WA3 44 LEGEND DRAINAGE PLANE (UJRB LAYER "I, STUCCO WRAP) U1R5 LAYER 02 IFORTIFIBER — • — • — • — BUILDINCa PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING WO W rwrcrioN MOOD G EATNRIO — M �SISTIVE oAlWEAriER RESIST. - BARRIER 7 Xx T rlmliA— SIDING STARTER STRIP a UZATWE RrtSISTIVE BARRIWEATHER RESISTIVE \ \ CARRIER n GALVV METAL T PLA0 4M on / TRIMMEI"EER eXSGAP \� •�..'. UCALUCM i, / OR APPROVED GEALANT Asm SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION WOOD OWAT14M- YEAR 1�1�0. STIYE STARTER STRIP WEATHER RESISTIVE CARRIER q VJEATWER RESISTIVE CauRIER v S6' IM 6ELF--ADFER '�M Rpxa.jw on "° / HARDIE TRIM PER I ELEVATION �� SEAL GAP WICAULKNO / CR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN SLVD. LONGWOOD,FL32750 PH: 407-774.8078 FAX- 407-7744078 www.abdesigngroup.com AA M: 0003325 o FOUDDIVERADO T #41 K #18 PROJECT# 04128.002-41181 MODRU 4EBB "1828-CALL" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS t.150 MPH EXP. B 91 D � 07/27/20 SHEET WA4 i I / I ` -- - - 2x6 SUB-BANb W/i'x4' NOTCH o r - - END, WRAPPED IN PEEL 4 STICK i/ DRIP EDGE �� I I� /8' l/8' TEXTURED I �� FINISH ® WOOD I I I I/8 ,i ;r/ In* TEXTURED I � FINISH 0 CMU j METAL FASCIA WRAP Ys' FROM II ---- al \____I STUCCO, I' FROM WOOD WALL ------ ____..____.____- .1 A EXTERIOR WALL (FRAME OR CMU) \\ �1 NOTE: NOTCH FOR 2X6 SUB BAND ONLY i/8' TEXTURED FNISH • WOOD, 1/2' TEXTURED FINISH • CMx F. METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHMG..i, x x x x x x / OR CMU x x x x x x WRES LAYER'1, STUCCO ~(FRAME ONLY) x x x x x x x x x x x x WRB LAYER e2, FORTIFIBER x x x x x x x x x x x x x _____ SUILOMG PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 'j 6A:'ID ;,� RDOMNG CEMENT x x x X x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL lout OUT x x x x x x x x x x x x x (REFERENCE POINT J_ O FI �N ONLY " FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) EDGE, I' OFF WALL (NOT INTO STUCCO) '1/8' TEXTURED FINISH 0 jw /WOOD, 1/2' TEXTURED FINISH • CMU / 2x6 SUB -BAND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ®E L U,4 T (ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -SAND W/14'x4' NOTCH ® END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 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 , .. lx x x x x C7��x x x/ SUB BAND DETAIL 0 WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING 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 WA'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407.7748078 FAX 407-7744078 www.abdeeigngroup.com AA M: 0003325 r z b o 4A lu E a x BvnaIV k LOT SILVERADO LOT #41 BLK #18 PROJECT► 04128.002— 41181 MODEL 4EBB "1828—CALI" GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B 13 pancT DATIM 07/27/20 SCALE: 1/4"=l'-0" SHEET WA6 K4H:1 28'-8" '-4" 9'-8" 9'-6" 15,_10" 3'-4" — — FM-12X12 _ _ — — 1 _ — FM-12X18 — — — — — — m I 11 4" CONC. 4 wa SLAB I ~ I i w a �- 4:31/2 1,_0• LF-24X24 l 101-W 10 I • r 1 FM-12X18 EXTEND 1.1 SLAB 1 1/2" I • I I 1 I tl I T SLAB i- I M ml I I I �I I ( I� I• I I� I •I I I I 5'-0" 16-8" i 1 4" PVC %CHASE I � 1.1 TE1 _ — —— I 14-2,8. 4,75112 • I 17,-8„ . =. 5 3'-0" m ,p I I �I • a 1 EXTEND SLAB 1112" 2 )4" CONC. ? ry) aro fM-12X18 SLAB awl r. *3 1/2 I Ili — — — — w b 2 7112 .i L FM-12X18 1. _ J 0 F -12X18 a FM-12X18 FMC-12X18 4 4 1.1 1.1 10'-2" 3'-10" S. 16'-0" 2'-8" 21'4" 14'-0" 4'-4" 39'-8" �� FOUNDATION PLAN SCALE: 1/4" = i'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 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.OINDICATED #5 BAR, GINDICATES #6 BAR■NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL. ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14, VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A)IN ALL WALL INTERSECTIONS B)CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH 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.1, 530-13/ASCE 5-13, USING: Fm 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 i OF SLAB SUPPORTED T-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, Sth EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W I AXWI A OVER GENERAL 3112" 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. TOPREINF. T.O.F. SHORT LONG TE-1 8" s(+)0"-0" FM-12z12 12" CONTINUOUS 12, - 's FM-1208 12" CONTINUOUS 18" - () 5's M-/6x18 16" CONTINUOUS FMC-12x18 12' CONTINUOUS 17 s VARIES 4 s s ( 4" 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774.6078 FAX:* 407-774-4078 www.abdosigngroup.com L AA #: 0003325 -• rr" Y S Y bk 6 SL78DIV. a LOT: SILVERADO LOT #41 BLK #18 ROJECT P 04128.00 -41181 MODEL1 4EBB "1828-CALM" GARAGE OWING: RIGHT PAGE: FOUNDATION PLAN %150 MPH EXP. BATE: 07/27/20 ECALE: 1/4"=1'-0" 8HEET sl 30" MIN. EACH WAY L MONOLITHIC FOOTING } g STEEL REINFORCING IN GROUTED 2 ^ STEEL REINFORCING IN GROUTED ([— CELLSEE PLAN FOR SIZE AND Q o: CELL SEE. PLAN FOR SIZE AND } d FW- SPACING REQUIREMENTS ro SPACING REQUIREMENTS _ ° GARAGE DOOR c6 V W I [[gdd RECESS J a a�-�• FM y - z 8" CMU WALL O N 8" CMU WALL , . CORNER BARS, SAME SIZE AS LARGER BAR I ft� w w B+ O Z IN FOUNDATION WITH 30" LEG EACH I- w U o ,_ p-0^ $ I WAY AT ALL CHANGES IN DIRECTIONS ° v7 4. TOP OF SLAB LAB TOP OF SLAB I ... $O THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS ° CURB FOR I °� EXT. PORCH SLAB ° SEE SLAB SCHEDULE BAR SIZE 48 BAR CIA. 4' CHAMFER (1-STORY) - VARIES SEE SLAB SCHEDULE TOP OF GARAGE g I°: .la CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE < MASONRY UNITS SET �=0. AT ELEV: W/ 1/2" ISOLATION JOINT (WHERE . 6" CHAMFER (2STORY) 18" *4 P4" W/ 1/2" ISOLATIONCHAMFER EXT. PORCH SLAB7AND CHAMFER CRY) (25TORY) ° 0'-0" z SEE SCHEDULE 30" JOINT (WHEREAPPLICABLE) APPLICABLE) Z SCHEDULE#5 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WAR, BAR SIZE a#6T 3462"AR XD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING %EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE:34"=1'-0" SCALE: 3l4"=l'-U' CORNER BARS DETAIL PENING @ GARAGE 3 09� SCALE: 3/4"=V-0" SCALE: 3/4"=l'-0" LAP TOP PLATE A MIN. OF 48" — LAP TOP PLATE A MIN. OF 48"----�..y 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 W/ PLAN w 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 $ f/1 NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O 0, SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 1/2"x9" WEDGE ANCHOR W/ 2" BTM, PLATE TO BE PT. W/FLANGE BASE 0_ a 5 EPDXY, MIN. EMBED TO BE PT. PROVIDE DBL, TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 8, UNO PLATE EPDXY 5-1/2" EMBED. MIN. 18" OC ABWI10d MASONRY 0 6 O FOLLOW ALL MANF. 2 SIMPSON SPH4 OR SPH6 MAX. NAIL 18" O/C STAGGERED. N M 5 SPECIFICATIONS FOR q) BTM AND TOP PLATE ADDITIONAL METAL 2 USE AND I ANCHORS W/ 10d x 1 1/2" CONNECTORS NOT SECURE FLANGE TO H PREPARATION OF COMMON NAILS FILL ALL REQUIRED WHEN NO A-wo SLAB W/(4) 1/4" X 21/4" HOLE. w N HOLES, DO NOT USE 10d w T. UPLIFT IS PRESENT.TAPCONS x 3" CL SEE SLAB SCHEDULE K SEE SLAB SCHEDULE = �O P OF SLAB . OSLAB 4" CHAMFER (1-STORY) �— � 6" CHAMFER (2-STORY) ° ° .a•° EQ. EQ, EE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE �� BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY 6GALE:34'=,'-0' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL �p�INTERIOR CURB FOUNDATION WOOD WALL 6 SCALE: 3/4"=1'-0" (W� UPLIFT) 8 SCALE: 3/4"=1'-0" (NO UPLIFT) SCALE: 3/4"=l'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL 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 z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO a- BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL G¢: m w 16" O/C STAGGERED. ADDITIONAL METAL C� a a CONNECTORS NOT REQUIRED WHEN NO 0_ tq O 8" CMU WALL UPLIFT IS PRESENT. •' 0'-0" POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP ) TOP OF SLAB '+0' SEE SLAB SCHEDULE ! - 2X WALL FRAMING f SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" �- p-p" MINIMUM EMBEDMENT INTO TOP OF SLAB . n° g "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX ° �� POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE Z . FOR WxD, BAR SIZE FOR WXD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY � COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO OU INTERIOR FOUNDATION WOOD WALL ,,, FOOTING AND COL. PAD BLOCK WALL CONNECTION `� SCALE: 3/4"=1'-0" (NO UPLIFT) '0 SCALE: SM"=1'-0" SCALE: 314"=V-0" -- 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7744078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 A 4 6 o stmD2V. to LAT SILVERADO LOT #41 BLK #18 PROJECT# 0412 .002-41181 HODELa 4EBB "1828-CALI" GARAGE 8wsxG: RIGHT PAGE: DETAILS 150 MPH EXP. B DOWEL PLAN SCALE: 1l4" = 1'-0" 1441 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com L AA#:0003328 iQ 0 Lii C b b evsarv. ae LOT SILVERADO LOT #41 BLK #18 PROJECT 04128.062-41181 MODEL& 4EBB "1828-CALL" GARAGE SWING: RIGHT PAGE: DOWEL PLAN %150 MPH EXP. B 07 BCALE: 1/4"=1'—O" ezt MET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. P • I .a CLEAN OUT REQUIRED FOR INSPECTION Z •a a I TIElkRTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK • mod— � BAR SIZE 48 BAR DIA. z #3 18" uj i > #4 24" UU #6 30" #6 36" #7 42" HORIZONTAUVERTICAL (�> REINFORCING SCALE: 3I4"=1'A" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE— THRU FOOTING Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 0- SPACING REQUIREMENTS mw U V J p c Z 8" CMU WALL f SEE SLAB SCHEDULE 4" CHAMFER (1-STORY) / 6" CHAMFER (2STORY) Z MATCH STEEL REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 31-V-0" z 8AR SIZE 48 BAR DIA. LU f > a� —r n •d 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE #6 BARS ■ 4 CMU UNIT DIMENSIONS a ARE NOMINAL SIZES © MASONRY SYMBOLS 3 SCALE: 3/4"=1'-a' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7744078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003325 44 Pig Ll airsaiv. ae LOT: SILVERADO LOT #41 BLK #18 PROJRCT# 04128.002-41181 MODE14 4EBB "1828-CALI" GARAGE EWRNG: RIGHT PAGE: DETAILS 150 MPH EXP. B DI►�TL'". 07/27/20 acALE: 1/4"=1'-0" eiliczzT S1. 2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' * x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'.0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE gZaMM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (P-I) XH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID SAFE GRAVITY LOADS FOR S" PRECAST & PRESTRESSED U-LINTELS 4AW-611018 I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH ONO Y4" (42') PRECAST 2231 V4' (4V) PRECAST 1906 4'4' (54') PRECAST tape 84' (94') PRECAST 1217 9-ta' (70') PRECAST 1062 84' (7a') PRECAST 993 r-S' (99') PRECAST 743 P4' (1'12') PRECAST 554 10'4' (12C) PRECAST 416 11-4- (13n PRECAST 302 12'4' (144') PRECAST 337 ISW (18n PRECAST 296 14'-W (188") PRECAST 279 14'4' (179') PRESTREIISED N.R. 184- (164') PRESTRESSED N.R 1r4' Wn PRESTRESSED N.R. 184' Mr PRESTRESSED NR. 214' Mn PRESTRESSED N.R 2Y4' 041 PR68iRE99FD N.R. ZV-W - PRESTRESSED ������l 0��0�0�, om0000m 6��m0�OC1! moc��r,omm mmmomov ®�0000 0momomr mm000mo omm0000 om®oo�c�! oo®0000 ommom��r_+ oom0o®c'a o0®memo oo®mmov oommmoo oomomov '®ommmmo �oommmmo 0��0m00 �i�0�0®m0 000�000 (288') NR, 124 1 244 410 1 4N 1 04 1 12Q 1 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM `SAFE LOAD TABLES' BY CASTCREIE MAY 2015 EDITION -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFAC111RE8 SPECIFICATIONS -CRETE" SAFE SAFE LATERAL 8" PRECAST & PRESTF DT FOR S4' (4n PRECAST 1025 1024 1808 4'4' M PRECAST 788 783 1809 4.4' (64') PRECAST ED2 591 1073 S4' (84') PRECAST 411 411 745 8-10' (M PRECAST 340 330 516 a'4' (M PRECAST am 721 490 r4' Wj PRECAST 424 534 383 84' (1M PRECAST 34S 512 230 1014' (12r) PRECAST 294 401 190 11'4- (138' PRECAST 200 462 164 124' (144) PRECAST 244 402 137 174- ("D') PRECAST 217 324 110 W-V (168n PRECAST 208 293 100 14'r (1M PRENTRIMISED NR. 294 01 184' (184') PREVIRESM NR. 260 83 1r4" (208') PREsirmsm N.R. 194 84 184' C432') PREWiREBBm N.R. 148 82 214. 0M PRESTRESSED NA 126 42 2S4' (28C) PF43TREM N.R. 114 40 24'-0' Wn PRESTRESSED N.R. 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT ' m0�00m0 m0�m��0 m000000 ��mE�Jl�00®0 ��0000mo OElmImmomm 00000mm ©m©DDDDI coo®o©oo mm @1Q� __ OQ"1Q�CcT"C?1Q_1i�i} mNEREEP, 1 !"I=_E!39 d@7OEME , 0101mMmQ'! (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • PROMDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING 6 - - - - - - - - - - A ----------J a,------m--- m--A - - - - - - - - - m - - - J LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA N: 000332E 7 3 Y 0 O o m a 4n 931 'O MM ausDiV. de w . SILVERADO LOT #41 BLK #18 P1iOJECT# 04128.002-41181 MODEIa 4EBB "1828-CALI" OAAAOE gYnNO: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B 3 DATE: 07/27mmoN /20 >lCALE: 1/4"=1'-0" 8HEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYR 8"X8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �G 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"x16" � �EIP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ W' LAP FOR EACH O� 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 COURSE OF BOND BEAM 1#5 TOP OF THE LINTEL. VERTICAL REBAR W/ 10" HOOK / 9 �\ �O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. S �t 1441 N. RONALD REAGAN BLVD PO ' f��G 8xl6 DSL. BOND TOP F LOPNGW40OOD,�027850 BEAM WI (1)!75 BAR BOND BEAM FAX: 407-774d076 • \0 g EACH COURSE www.abdeSlgngroup.COm A\\iG 8x8 BOND BEAM TOP OF AA $: 0003325 • ��(G!\ W/(1)#5 BAR .r BOND BEAM F = FILLED W/ GROUT TYPICAL I .\AO U = UNFILLED GROUT SOLID FROMNOMINAL t30" LINTEL TO TOP OF BONDWIDTH # OF #5'S, IN 2ND BOND COURSE#5 BEAM, IF FILLED LINTEL.BEAM BAR IND BEAM SEE NOTE 5 ��j// Olt, 16-1 T/ 1 /� B 8xB PRE -CAST CONCRETE 'a 1 V NOMIHEIGHT�S,TOP � 1/ LENGTH OFLINTEL Wl IBAR B WIDTH OF MASONRY 0 OPENING-2" CORNER IT I9 THIS ENGINEER'S INTENT BONG BEAM COURSE OR 2 BEAM DESIGNATION REINFORCING OF BOND BEAM THAT XFXX-1T/1M10B INDICATES A DOUBLE BOND BEAM #OF#VS, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3l4"=1'-0 1 AND XF%X- iT/OMroB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER SCALE: 3/4"=1'-0" IT IS THIS ENGINEER'S INTENT AND XUXX - iT/iM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX- iT/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)13/16 TAPCON OR DRIVE PIN (MIN WINDOW S ZEN300 MIN EMB DMENDT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 1 ru ?3 7 5y�� W C � i . 3114" - PRE -CAST _a 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" a SLOPE FROM EACH END AND 16" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 lu TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD !;40 SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ TYPICAL MASONRY WINDOW 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT 7/1cMUWALLSHEATHING pqg ■ R �1 SILL CONSTRUCTION 5 ARCHWAYFRAMING DETAIL r SINGLE #5 CORNER BAR, 3040 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF I V FILLED CELL BOND. BEAM 9VHDIV. AO LOT: SILVERADO LOT #41 BLK #18 PROJ=T# 04128.002-41181 MODMU 4EBB "1828-CALI" GARAGE DWING: RIGHT PACE: DETAILS 150 MPH EXP. B PROVIDE BAR SIDE AT EACH SIDE L. STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE JtJ 1 CHANGE IN ELEVATION OF BOND BEAM 7 SCALE:34"=1'-0" AR NO DAM 07/27/20 8CALE: 1/4"=V-0" skm= S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H1 OA OR LGT2 W/ 1Dd x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER 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 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ 5 33 3 SIMPSON LTA2 USED TO BRACE TOP OF WALL. CA - p - q - - - ■- - EJ N p CA I CA a u a 1A n n N a a x a a u n u n CJ3 q 3.1 g q q q q q q q q q q CJ5 N a tl p tl p N ■ tl p p ■ p CJ5 1A 1A L. AS �\Q ®:ss®.s®.ems:a ®ate:®ao:sue .s�sas�an�a�7 .�ssames. �.,�. m. .�sss■s.s®. .�:::>_.®as®:>� :s�:o.z®ass:ems sand®. :----ass.------ : sms•�.n®s ...........III . PREFABRICATED ROOF TRU88ES 0 W aC. MAX K ............. i. •......ate...... ..._._._..._.-. ._..._........I. s.rv. ATTIC I ° ........... .ACr�ESS a to 1A 3.1 ®.:s:ss®ss®: ..s:.: ..s.::.: s..>®s>®. 3.1 . to : ......s.s�:�. 3.1 1A 3.1 GT to 3.1 6 3.1 CCU �a ��F} y--~ W-----Wi E.12 a�..�s�a Rx ---as �.s,_,, B2GE 8 7 3.1 3.1 8 7 3.1 3.1 FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com L AA B: 0003325 F a gbg-- 6 b � QQa BVHDm Aa LOT: SILVERADO LOT #41 BLK #18 PROJECT# 04128.002-41181 MODEL: 4EBB "1828-CALI" GARAGE ✓ MNG: RIGHT PAGE: FRAMING PLAN III�150 MPH EXP. B AA NO DA L' 07/27/20 acALE: 1/4"=f-0" SHEET s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)1 Od x 1 }" NAILS TO TRUSS 8-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 } NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) ^ C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETAi6 TRUSS ANCHORS WITH (12)16d x 3 } NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ iOd GALV. COMMON NAILS 12"O/C MASONRY BONDBEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE # N00 UPLIFT SIMPSON - "ROOFNJALL/FLOOR HTSM20 WI1010d TO SHEATHING TRUSS AND (4)1/4" x 2 14' FASTENER SCHEDULE" TITEN 2 ANCHORS TO CONT POURED LINTEL NOTE: APT SYP #2 xDDEED # 1900 UPLIFT (2) SIMPSON A 6", 8" x MAY BE A HTSM20 INSTALLED ON W/ 10d NAILS, 2 ROWS, 3" NAILS. OPPOSITE FACES OF OIC TO FACILITATE ONE BLOCK WALL WHO IDd TO ADDITIONAL PLY MAX. TO TRUSS AND (4) IW x 2 IW ACCOMMODATE TRUSS TITEN 2 ANCHORS TO ANCHOR REQUIREMENTS. CONT POURED LINTEL ENGINEERED WOOD TRUSSES @) 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) la 1 b lc TYPICAL TRUSS/ SCALD GIRDER CONNECTOR(S) YP DIAG. (2) 2X4 NrtlI01-0" 2x4 BLOCKING BETWEEN BRACd @ EA. TRUSSES WHERE TRUSRACE TO X-BRACING IS PRESENT AT COVESES) 4'-0" O.C. (AT SHEATHING 9-9- TO 30'-0" (1) "X" B SEAMS) 30'-1- TO 60'-0 (3) "X" B SECURE 2x8 PT. PLATE (I) "X" BRACE @ CENT TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED ANCHOR BOLT W/ 2" FROM CENTER TO EN WASHER SET IN HIGH 2x WOOD FA STRENGTH EPDXY 6" SEE ARCHITE MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED WI (2) 1Od's @ EACH TRUSS TO BE INSTALLED @ 1a-0" D.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:34"=1'-0" DEPTH 114•0 —HOLE EDGE >5/8" —HOLE DIAMETER < 2/5•D SGL. STUD OUTER 1/3 OF SPAN ONLY STM.- PLATE STUD NOTCHING AND BORING LIMITS � SCALE: 1 1l2"=1'-0" EDGE >5/&' HOLE DIAMETER < 3/5'D DBL. STUD THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H1 OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 314"=V-0" PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN, 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3I4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 wwwAbdesigngroup.com AA #: 0003325 'A 04 b b stJBDIV. Ac LOT: SILVERADO LOT #41 BLK #18 PROJECT 04128.00—41181 MODEZA 4EBB "1828—CALI" GARAGE 8WDIG: RIGHT PAGE: DETAILS 150 MPH EXP. B DAR ffi 07/27/20 SCALE: 1/4"=l'-0" MIZET S3.1A 2z4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. *EAT SENT AT BRACE W/ (3)12d @ EA. EAMS)TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 3U-0" (1) "X" BRACE 30'-l" TO 60'-0 (3) "X"BRACE PRE-ENG GABLE TR(1) "X" BRACE 0 CENTER(2) X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL2x SUB-BFROM CENTER TO END. UPRIGHTS OVER 4(AS PER TRUSS EN PLYWOOD SHEATHING, SEE "ROOFNVALLIFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. IN I 1x2, 2x WOOD FASCIA CONNECTION7PERSEE ARCHITECTURAL TRUSS MFG. 2x SECURED Wl (3) 16d ENGINEEREDWOOD GALV. COMMON NAILS. TRUSSES @ 24" OIC, ix2 SECURED Wl 10d SUBMIT SHOP DRAWINGGALV. COMMON NAILS FOR REVIEW CONT.x 12" O/C AND APPROVAL SECURED W1(2)12da MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:34"=1'-0" PRE-ENGINEERED D2VALLEY TRUSS CONNECTION SCALE: N.T.S. i"l N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdoeigngroup.00m L AA M: 0003325 1 N m bk b a SUDDIV. ae LOT: SILVERADO LOT #41 BLK #18 04128.002-41181 xoDMA 4EBB "1828-CALL" GAM&GIC SWING: RIGHT PAGM: DETAILS 150 MPH EXP. B Dw 07/27/ 00 SCAts: 1/4"=V-0" SHE= S3.1C CABLE -END s�L ROOF WIND DESIGN PRESSURES NET (GROSS) IS-7-io ZONE 1 = 8.97 PSF (19.97) ZONE 2 =17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) 'A"= 4' -W END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/18" O.S.B. OR 12" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Ed RING SHANK GUN NAILS AT TO C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2%4 BLOCKING ALL PANEL JOINTS W/ IN *OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 2 1/2' 0.120" 170,000 I C' (16-20 RINGS SCREW SHANK PER INCH) Sd SCREW SHANK 2 12" 0.120" PNEUMATIC SCREW -NAILS i. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL 8 TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS RQf1F RHFATHING EXTERIOR BHEATFBNG USE 12" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. .. TOP 8 BOTTOM EDGES .. s ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE ENE) FRAMING Sd RING SHANK GUN NAILS . (pZ 6" D.C. IN FIELD ` TYP.EXT.SHE TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS ® IT O.C. IN FIELD or Ed z 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS (ID 12" O.En N FIELD J1 TYP. 314" 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: FSC-R 2017, Sth EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 630-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCES 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 CONTRACTOR'S 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-0OWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD-RORaorwurre t 10 pet BTM CHORD -ran-Dorwurrsnt OEADLOAD DEADLOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: I Opsf BALCONY LIVE LOAD 60 pef STAIRS LIVE LOAD 40 psf ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33 MAXIMUMIAGGREGATE SIZE SHALL BE 314". PROVIDE 8%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CFNMFERED 31C. PROVIDE 64A CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL 9LABS-ONaROUND WHERE INDICATED ON DRAWINGS. SEAMS UPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. FORM -WORK: FORM -WORK. SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. W(OD: NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF ALL WOOD FOR BEAMS. BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER FO = 1100 PSI AND A MODULUS OF ELASTICITY = i ADO,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL IDOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 881 EDITION, SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2%STRUCTURAL LUMBER ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING SVP #2 ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED RUT ARE BV OTHERS. WELDED WIRE MESH: WELDED WARE 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 T CHAIRS SPACED T-O' OC EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 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 a BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR • 25" 96 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36' % 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE °NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.03T AND BE MANUFACTURED FROM STEEL F NE E L MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT-0IPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPIA4. "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPINJTCA BCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL WIND: DEAD LOAD SPEED =150 MPH 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS VSTAGGER SPLICES WHEREVER POSSIBLE •Yc� DETERMINATIONS, FEA3181LITV 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40paf, GUARDS AND HANDRAILS: 200ps/, GUARD IN -FILL COMPONENTS: SOpM, 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 40pof MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ASCE SITMS 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), AB 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 70 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 hn = 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 SONPSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM SIT WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT, FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING 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 EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER 70 VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR B X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS RAVE BEEN MET SW 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-0N-GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" N-PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-04OR MEASURING, AXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES, IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A HATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED, IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REOLARED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANODRWEATHER 1-12" FOR #5 AND SMALLER 2" FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314. FOR SLABS, WALLS AND JOISTS i-tIt FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, STH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S. Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A32SN 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. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APP 1-10N 9RE TYPE 9PACNG REMAKKB APPLIGTION ERE TYPE EPAGNG --- 1-TFURRNGTO __NE._ 9'O'L GARAGE VOOR BUCK TAPCON MA90NRY 11YS EMBED.,%•Era DIET., MASOWV11_c NAIL I1a'LONG. TDYLIRONRYIWNC. NO WASHER FASTENER I - EDGE GIST. SGD. AL. EXT WORE GEE HARDENED GOY. TDIC WINDOIYIWOIll FASTENED GARAGE-.U. fa"Du. WI E%PANSIONBDLi H°O'C %"EAEIED., 1END DIET., 1.1 SEE No- NAIL Ia'L . STAGGERED INTO MASONRYa011C. To- WAS11E0. $"EDGE DIET. WINDOW BUCK CPSE HARDENEOCOL TaC weaDWIWORIFASTENEo ME.L.-T. CONTACT THIS ENGINEER FOR SPACING 1. Pl, SEE NOTE. rural -LONG. ETA Zn. INTO MASONRY/LONG. MASONRY I GONG. REQUIREMENTS E%T. SWING DOOR (411199u 'TAPGOM IT Q'G 11?EMBED,TEW. NON -BEARING WOOD VT' EXPAN- %'EMBED.% ND ° BJCK ]. Pi, SEE NOTES I V WASHER FAETNE0. DIET.,1 1 a" EDGE DIET. wAL o wNC.9tAB WI WABNEP BOLT DIST., 9' EGGE GIST. Px PTWINDOWBUCK p,19B'PAF ZI IR' TOIL FEND. DST., 11? PTT09NEL COL., SEE WI WASHER STAGGERED EDGE D.I. NOTES NOW 1LES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETALED ABOVE B. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesign4roroup.com AA #: 0003325 J I� 4 � a I8U33D3V. a. LOT III SILVERADO LOT #41 BLK #18 PROJECTFj1 04128.002-41181 MODEU 4EBB "1828-CALI" GARAGE 8WlNG: RIGHT 3sAGE: DETAILS 150 MPH EXP. B DZiE 07/27/20 SICAL.E: 1/4"=1Y-0" SHEET N 1 2-t -3 4:U 35 s� l