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HomeMy WebLinkAbout35599 Stella Vast DrE3 j 99 182 98-4EBB-CAL19 1 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES HOMESCITY OWNIEW DATE JUN 1 20 OF ZEPHY�HI PLAN EXAMINE c�J 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .1� l anl'F N (UT) -AIL LOCAL AM 8= -OCCUPANCY •CONSTRUCTION TYPE • W. INTERIOR FINISH •BASIC WIND SPEED • EXPOSURE •I -STORY RESIDENCE • 2-STORY RESIDENCE �, =Mnm �1, Conan - RESIDENTIAL, GROUP R3 - YB - CLASS B - Vult=160 MPH Valid=116 MPH - B - - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. A/C ALT. AMP. ED. CAB. CLG. CLR. CONC. CPT. C.T. D. DBL. D.G. DIA. D SP. DP. DR D.S. D.W.DTL' EA. E EQ. XI EXIT. EXT. F.G FX. F.G. FIN. FLRR. FRDR. FTG. ABOVE AIRCONDITIONING ALTESRNATE AMPERAGE BOACENRDLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSDETAILPOUT DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXEDGLASS FUELGAS FINISH eFLOORRESCENT FRENCH DOOR FOOTING LAV. LUM. MFR MIN. MT, MT Mm. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR. P.T. RR AD. R.A.G.EP,RETURN REF. RM. SC: S.D. S.H. SUIT. THG. SUITED SHWR SBd. SL, SL.GL. STD. TEMP. LAVATORY LUMINOUS MA°NUFACTU ER T MINIMUM MOUNTEDETATHRESHOLD METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIS FRIGERAIR ORRL REFRIGERATOR ROOM ROUGH OPENING SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD IEARAW °ALL SECTION TEMPERED GLASS DATE DESCRnMON OW6116 CDS I881�D ARCHITECTURAL SHEET DESCRIPTION 7qr Fec uPDAtE PG Cl—COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG MI -MECHANICAL PLAN PG Dl —DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6-WALL ASSEMBLY DETAILS 16 CO'8RE-NED 0212V& 61DNGELEVATION&ADDED ���� CDSRED 04AW FOOTN3REv18iONPERM.BWE& �Q7/I6 �8 �- DaeLE66FoorEaartaRarEDEraLrFoarnTERs) 6"I/7M PLAN MANTEINANCE 03/ A" ENTRY DOOR LNTEL 612 AT FR REVISED ONT • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 04R4AB ADDED APP=NALL RECEPTACLE N GARACf PER WILL BATON (MELD.) SQ•FT• CALC.�S 0M4AS REVISED HVAC VOLl1E8ON &OFT CALL 6CHEDULE (MELE) amre ADDED TxTERM MOW DEEPFOOTER'DETAIL 12&IA(ORU LIVING 1828 SQ. FT. GARAGE 430 80. FT. ENTRY 16 No. LANAI 88 60. FT. TOTAL 2362 SO. FT. orm/n ADDED LED LK+H(& * KITCHEN i BATH PER MARL Eau & ml/PYI6 ADDED &TONE OPTION ELEVATION C i D (TAN'PA) wag ELEVATION G' &IDNG-ADDED LOUVER a GABLE ROOF 10/16/IS ADDED OPT. W-O' CEILING HEIGHTS ° RER"� USP CONNECTOR& WITH &IMPSON CON ECTOR6 Tel: (407) 774-8078 GA. GAR. DISP. GAUGE GARBAGE DISPOSAL THK. T.O.C. THICK TOP OF CURB Fax: (407) 774-4078 °F'' GL. GYP. BD. H.B. HD- rNSSUL°RHT INTER' RUPTAER TCIRCUIT GLASS GYPSUM BOARD HOSE BIB HOWL eR CORE IINSULATION HT T O.P. T.O.S. TYP. U.N.O. W. wu. TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE WAS RHERPROOF WITH STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG SlAA—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABIIITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR AW. W.I. WATDERRHEATER WROUGHT IRON PG S1.2-DOWEL PLAN PG S1.2A-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (A9 DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILD(G OR EXPLANATION IN PG S2-LIFT BEAM PLAN AND NOTES PG S21A-DETAILS ORDER TO BURR THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3—FRAMING PLAN BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.lA-DETAILS PG S3.1B-DETAILS AB DESIGN GROUP WDL RESPOND TO ALL WRITTEN PG S3.1C-DETAILS HE.a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG SNi —DETAILS RESPONSIBDJTY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BURDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdeWgngroup.com AA #-. 0003326 4 NI I I.L.3 atMDM & LOT: SILVERADO LOT 20 BLK 18 P1tOJECT 0412 .00 20181 MODEIA 4EBB "1828—CALI" GARAGE BVnNG: LEFT PAGE: COVER SHEET 150 IONJ EXP. B a TE 03/05/20 EICALE: 1/4"=1'-0" aHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 68: 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. 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 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. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 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 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -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 I/WNCH GYPSUM BOARD OR EQUIVALENT. r-- 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 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 ROORWALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. 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 FSSSIES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a 3. LATH & ACCESORIES PER ASTM-C-1063.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/7 GYPSUM BOARD. R302.7. EXTERIOR 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 AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774 4078 wwwabdesigngrouP•� AA N: 0003326 ^ ge $ $ a 3 $ 5 TT. I !;IXE 8VsDm 49 LOT: SILVERADO LOT 20 BLK 18 PROJECT/ 04128.002 20181 MODEL: 4EBB "1828-CALI" GARAGE 8NING: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B P-PRINTDA 03/05/20 8CALE: 1/4"=1'-0" BFISET GN 9� *- 3A'-A• - I �olppEo 011��11�1�1�10��I1RIH��1R�o�;�0111��po I oiio o o Ir I r - - r r r - c p m r r � - � o = r c - � r r - o r r - -I r r r �i 0 oil ♦.�aucvs�r. C - REa AS V - oPER 15LDG.CODE r - GARAGE q r - FOYER G - BEDROOMrm ME oTRANS. .., -ARCH \ N n i o'11�bo 011111'o t1 Diltts��tllo i - I SQ.FT. CALC. S LIVM6 1828 SQ. FT. GAl1AGE 430 SQ. FT. EN1RT 16 SQ. FT. LANAI BB S@ FT. TOTAL 2362 SQ FT. 00 WQ= ND M AIXIM WMD LOAN �>wlo Bana1E Fax a aeoolo aura aeooe Sam 1aE Wmin+rroxuo x8W1® NOT" F001'AR MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SUING 18 5 24/-31 DR MIN. CRITERIA SGD. MIN 41 9 23/-29 CRITERIA 16010 OAD. 112 5 2CA/-22.1 BASIC HIND SPEED MPH - 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. TOP PLATE 9 �n BAR DETAIL A SCALE= 1/2'•I'-0' DTL. (�-,-)!ARCH ALES 1/2 " P-0' FLOOR PLAN SCALE. 1/4' ■ P-0' -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS DETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/0' (35 MM) IN THICKNESS, SOLID OR MONEYCOM5-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. i N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdasigngroup.com AA M 0003325 A it a AN uuu � 61 []PROJECT# tMD1V. & L071SILVERAD0LOT 20BLK 18 4128.002 20181 ODELa 4EBB "1828—CALI" ARAQZ OWDM: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B DATE: 03/06/20 8CAL.E: 1/4"=1'-0" aHBET Al t i 6- AREAOFATTIC = 2w SO. FT. NET FREE VENTILATION AREA REWIRED = V300 REQUIRED VENTILATION AREA • 2369/300 7.85 VENTILATION AREA X SO. INCHES PER FT.(1AA) • 113An Sm IN. EQUAL EQUAL EQUAL EQUAL MIN. REQUIREDVENTILATION • 9X nU.72 IN UPPER PORTION OF ATTIC 3LDG. NGT.4, TO CONTROL JOINT TO CONTROL JOINT TO CONTROL JOIN TO CONTROL JOIN ss73csq,IN, q—-------- ------- _ OFF RIDGE VENTILATION AREA - 115 SQ IN. PER VENT 557.36 /w 12 TO'TALR QFVENTSREQUIRED = 4-43357 SHINGLE ROOF TOTAL# OF VENTS PROVIDED 5 gP� OFF RIDGE VENT=AREAOFATTICISTHEPERIMITEROFTNENOUSE,LESSTHEOVERHANG 11 EXTERIOR OF WALL TO EXTERIOR OF WALL, NOOVERHANGS INCLUDED DECORATIVE b 4' FREIZE FOAM DRAIN BAND _ TILES A 6' RAISED �B I TB I TB RAND ITYPJ BRG. HCsT. _—_ —_—_—_—_ _ —_ W4 6'-8' BRCS. HGT. 8'-8' 13 HGT. ►9'-8� BRG• T. COACH LIGHT c---� I I I6,'X4®' FYPON DECORATIVE 4 I ❑ a I /(� �WA /f4,8QIJIITVE FRS OR QU ® 9 v I 4' RAISED i- F DAND (TYP.) m' FIN. FLR _ _ _— _ _ _ _ _ ^' _—_—_—_ I I m� FIN. FLR. m'-m' FIN. FLR I I _---_--_---_—_—_—_—_— _ I I _ m'-m' FIN. FLR FRONT ELEVATION REAR ELEVATION SCALE: 1/4 . I'-m' TEXTURED FINISH SCALE, 1/4 • 1'-0' TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FOCR Rl®3 4 OFF RIDGE VENt OFF RIDGE VENT F-1 m'-m' FIN. FLR, c' m'-m' FIN. FLR LEFT ELEVATION SCALE, 1/4 • I'-m' TEXTURED FINISH II OFF RIDGE VENT OFF RIDGE VENT a'-e• Bra. HGr.,, a' ■ -v -v iv m m'-m' FIN. FLR,_ -— - — - — - — - — - — - — - — - — - — - — - ------------------ RIGHT ELEVATION SCALE, 1/4 . I'-V TEXTURED FINISH I w6a. DECO. DTL. A SCALE: 1/2 • I'-m' 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH:407-7746078 FAX: 407-7744078 www.abdosigngroup•com AA#:0003325 o �pp 0i. L 40) la x 'D SvsDIV. a. LoT SILVERADO LOT 20 BLK 18 PlROJMCT# 04128.002 20181 MCDZIA 4EBB "1828-CALI" GARAGE SIF MG: LEFT PAORI: ELEVATION "C" 150 MPH EXP. B ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --e 25Y OUTLET 20 AMP GNGLE MA IIOV OUTLET WV OUTLET OF Own aT Wq= TO TO GOTC14 �aW II&V OUTLET E12MRO"J KtNeD PA2L MERr1ER (TIMFIM PINMTANT Type) 22eV OUTLET (4) u CONNECTION QiFI OcuRET NTEMRERT �j SUITCH a1WTCH I -WAY OrER SUITCH 4•WER AY OP ,_�$\4 WALL MOMM LOW CELM 1.1514T © LED Cm LIGHT LBO VAPOR ©vp PROOF LOW OVP VArl=PROOF LIGHT OQ Romano CAN VAT. PAN 1 OM PER N2. FT. U&NI wr PAN mLlo I---- Vlaw FIXTURE reFEw's TSD BY 2-WAA / ) F� ( FNTJ 4' R.1101lGCEM p� F�--�—�• 6®C 4' TIaI4%LgNf PANEL METER • 9D. GNxAa onEcrotR OiLE ItE EYS® RILMAIN= WALL arm oe'Ttec Cle �vIL ®CAREW SAGO M040MMNTee R1C10� COtgm ca�NaacTeo !WALL N A DISTANCE OP NOT LESS THEN 4' PTaOANT LIGNT tl� HATIkBAL Wl► OLMAT ► TELIPIIO E JACK IW GI8C07a T.-,EI•WAl�l •l10 AA+'"` DISeorGtK.Y 9 Of ISO Um SM AMU CN TELENSION JACK O LNG sox FIEGUIRED JO J•EOK TO EE NPPDRED N ACCOICACa wpm MAMM AS S14c.1 FOR LNG MM CELNS PAM&WIT TO tM GUlFORIED N ACCONVANON W SOD! MANCED AS KC14 FOR INSPECTION �2cnn 24• NCNCEOGM LIGHT GTRP ^no GA' DCADEGCIW LOW GTI4N• nnn® 4V NCAFDESCIW LISHT OTW FLOW LNIMT 1yP OPr. S ICURN KTIYPAD • PA pAw4 1 rwN POR aw" ilSO PORT • LOCATION OF TV JACKS 4 PHONE OUTLET° 4 FANS TO BE YEFWW • HOFBgH4m FYI!-COFDTR)CTKM MRSTNG. • ALL R 4 >0 NIP am*" rvocu 6 TO SE ARC FANLT PROTECTED PER ELECTRICONS AL Fle"IOF Paid An4 mnlalN 4 Nae 21e� 2MA aD1T10A �GtNT) • 20 ANT DEDICATED LA94DW CIRCUIT. • GPI • ISLAND (NOT ON WOMEN CIRCUIT) • DIMN ECT TONIA§m1t DRCOtaE LOOKOUT N PANEL • BATHROOM EW"T PAN TO NAVE MN. CAPACITY OF GO GPM INTERMITTENT PER ELECTRICAL PIft"W M OF SECTION MlOI! PtGdR A,N EDITION Hen) • LAUNDRY' ROOM R!ClPTACLE °HALL EE aft"o FAULT CIRCWT•NTMWPIER PROTECTION I = PERSONNEL ON PEEDEM • WING T'ETWCV SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVINONS OF INGR AI I OINU • ALL WORK TO ICON' PLY UT14 ELECTRICAL PRDVISI N6 Q THE PBf-JR ATu BD HANIl • TM a LKYRNG MIST RE m4 — twPlCllNt iTR Pa.R Pee- ENERGY �ATICN rRUIDE4TIAL ENTNRGr OSu TES PRE•WIRED \ CLG FAN \� LIVING ROOM F'RE-WIRED CLG FAN 1 1 1 I 1 i I T / � —ITCH IN 0. BAH 7` I �/ 11I•C• a. — -1 BDRM.M. #4/ c" 7 PRE -WIRED CLG FAN (� F—%fi� IRA I/\I BOLLARD / AS RBL / BLDG. PER D°. WALL, � CODE LIGHT W/SUJiTCki IN / ATTIC / _ aa / GFI yam/ CLG, } METER OUTLET KEYLESS FIELD FixryRE VERIFY 0 LOG. IRRIGATION OUTLET e 48' AFF. CEILING MQE-WIRED` I MTV. LIGHT TO BE CLG PAN INSTALLED, PROVIDE J-BOX FOR &FI I OPT. FAN BIRO I MGWWW � I 5'•b' T — — GFI L OUTLET FOR DW CH / --- PAN. I RANGE / GFI O _0 GFI LORE 611 OUTLET 1 MICRO I it 1 `1 .7 - ' II ; i � PRE.WIRED I I CLG FAN ggp, I 1 1 L II 11 1 BDRMLj \\(\. ,7 CLG FAN I \ I ---------------------------- COACH LIGHT ELECTRICAL PLAN SCALE, 1/4' a I'-V' WP Panel MAIN - A PANEL: 8/16wpert Croaker VOLTAGE: 120/24OV-lPh AWN: 150 Amp M.C.8 FEEDER:3-107 CuTHWNG 1-NBCu(G)in112-C. OR 3-G200ALTKM61-Ni Cu(G)In110C. MIT Pw. tGr D.ap1 «t w.G. etmwt Cb-t w—a aw Pa. wlw N2 1 20 E#.,l.r 4GFIb TUO 12p 2 8 V2 2 m blg—Pump 10m i a a IW04 c.V:1 x 2 e sF.c. T e PANEL - A PANEL: 42 Cit. cracker VOLTAGE: 1201240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3-a1 Cu THWNA 1-06 Cu(G)InI I2'C. OR 3-G20 AL THWNG 1-06 Cu(G)InI 72'C. wu. Pw. akr a«° . waNm ch.0 clrcwt warn maw. Gw pas wlro a 12 1 20 snal Applim. lam 1 2 mm Rap. m 2 N 012 1 20 Hk,a•alHp wi I= 6 4 N2 1 m 3m.4 Appfi— tam 6 6 1600 WAatl4.la ZO 2 NO G12 1 m RNI 1No 7 B •12 1 21 N1 R« eW AFCI 16m 0 111 INS OFI m 1 012 N2 1 m Bath GFI R« tm0 11 12 16m Gw« WGn m 1 a12 N4 1 is F /HN/B.4.RaGY Baa RAFQ am li 14 60m Ory QFI as 2 n0 4P14 / 16 LWg rt1-1 Ughi,MCI m0 1 16 is N4 1 16 Kk. Pm", & DkMWCI am IT 14 16W WwW GFl ID 1 N2 N4 1 16 $09 C/O AFCI am 19 m I000 Ga D GFI m 1 012 ell 1 m 'a NIOn AFG I= 21 m 1200 1R talc, IA& WAM m 1 1 N2 x am W,an Bub AFCI is 1 e14 26 28 am Owna1 ftit lP AFCI 16 1 V4 27 a.. 2a m tm6 .apd. m 1 0,12 31 32S sc x x s s c. n x s N 2 IS AR: AIaAI 6KVAwas% sma w b 9 41 b Lmd t. O.m.alb ew.Y .Imw 16100 I 28M I Lmd.0 . W—,w4&la°Np ,/M, Demarincl FactorCalculations: ABBREVIATIONS: APR: ARCFAULTC41CURNTERRIIPTER NC NONLON MTLOAD 41n: GROAOFAULTN7ERRUPTER T« I-IwN«t a6-1ft. 427m ' Fa.tl0000-100% tmm Raa4Nn se. a40% ti040 T.IY I/G IEEE IRR LOAD CALCULAMON 18 BASED ON NC NON-WNCIDENT LOAD TEA Caa«Ial Lme.— >ta0a TNN Am tw 12.0 wa.l fltA G6mral Lighting a Rs°a taaw Loa° rom AIC FM 1828 Gaanl u. a R« 'W' sR. 546a !GAGE 1 stTdWR.i at 100% 65 TA.l GmaN Uot. A R. , 1 5549 CkbWrftk Towlwalw G—i U. a R« P«N A 9 617 5549 Ir I 1 I � I I °L I I I I I I L I I � I LED LIGHTING ® DOUBLE LAV. OWNER'S OATH 150 AMP ELECTRICAL RISER L = I i LED LIGHTING Ca? SINGLE LAV. e OATH 62 PROVIDE 9.2/0 CU. THAN . Pill, CU IN 2' CONDUIT OR S ROAD AL. THIN . FW CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT O OVERHANG.) NOT TO 8ABLE. COMISINATION SERVICE ISO All DISCONNECT SUNTCH AND 120/140 VC M ELECTRIC METER IN I IaHASE AAEELRCT COAL MATERIALS AND INSTALLATIONS SHALL NOMA DRENCLOSUREMILO Ct71TLY XTN ELECTRICAL FISWS10N0 OF T14E FWA &U4 PATEN. �ITION r20n). LOCAL CODES, AND ALL LOCAL POUER COMPANY REQUIREMENTS. EOMP B. ALL CONDUCTORS SMALL BE TYPE TH NfnAM UNLESS NOTED OTHERINSE. POWER COMPA TRANSFORMER PROVIDE 00 AMP, 120/240 VOLT. I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 5 M COPPER (CU) IN 1-112" VIA SI.FEDULX W PVC CONDUIT OR PROVIDE.1 -2/0 ALUMSU'M CAL) IN 2" DIA SCFEIDUI.E W PVC CONDUIT UNLE56 SERVICE IS PROVIDED DY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO DID. TELENIONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EGIIIPFlNT Ed1 ",04T I INTERSYSTEM OOINDING TER'•tINAL AT LOW VOLTAGE CONNECTIONS I •4 CU SERVICE GROUND CONVECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL P4111OVI61" OF THE EDIt1ON (701T). 5/8" CIA X S FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-774.4078 www.abdosigngroup.com AA N: 0003325 Q a i 14 4n w IE 0 .Z" avBaIV Ae LOT: SILVERADO LOT 20 BLK 18 PIMOJECT# 04128.002 20181 MODMU 4EBB 111828-CALI" GAliAGE aWING: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B F—putwTDA 03/05/20 DCALE: 1/4"=1'—O" GREET E1 2�1y 2' VTR 1/2 i f 1/2' \ I \\ 1 we 1 21 LAV IRS I I 2 SWJJR I„� in. 2 WASHER KITCHEN SINK W/ 2' Vrf5 AUTO VENT 2 11l3�r� I I PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE, 1/4 " I'-®' TU6 TO MAIN 1441 N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA N:0003325 RE R 11❑1 I L BtMDZV. A. L07 SILVERADO LOT 20 BLK 18 PROJECT# 04128.002 20181 moDEia 4EBB "1828—CALI" GARAGE > WIM: LEFT PAGE: PLUMBING PLAN 150 MPH EXP. B DATE: 03/05/20 SCALE: 1/4"=1'-0" >SHXZT P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NOWCONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FA15 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3U 4. FRESH AIR INTAKES AWALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET b. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF 8MOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBG 6TH EDITION (2011) MECHANICAL CODE 603) 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS 614ALL HAVE AN APPROVED FIRE OR FIRE/BMOKE 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 DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBP 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. ATTIC CEILING PLENUM____ AIR SUPPLY/ AIR HANDLER EVAP. SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG INSIDE CAULK LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® BIDE -WALL OR I WAY DIFFUSER SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR 050 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'XV TAPC UNIT SIMPSON WB ROLL STRAP EXTERIOR WALL OR EQUAL r_— AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) N8X1 I/4' SHT. MTL. SCREWS SUCTION AND LIQUID 1 REFRGERANT LINES 1 EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAIN, AS PER POOR 6TH EDITION (2011) MECHANICAL 5LDG. CODE SECTION W2A HVAC DRAINS FIN. FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE S240-K JOSAM b6000 SERIES NICKEL BRASS TOP P.V.0 OPTI/SPEC nFL00R SLAB CLEAN -OUT (TYP. ) �1� NTTD CONDENSER UNIT CONNECTION TO PAD NOTE. MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' PROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-81X0' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED m nEXT. GROUND CLEAN -OUT (TYPN MECHANICAL PLAN SCALE. 1/4 . F-0' NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroupoom AA M: 0003325 a a sUDDIV. ag LoT SILVERADO LOT 20 BLK 18 PROJECT* 04128,002 20181 MODZ4Ie 4EBB "1828-CALL" GARAGE OWING: LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. B I) � 03/05/20 SCALE: 1/4"=1'-0" SIN[EET M1 2X4 TOP PLATE PRE -FAD MISSB 10' CL& OARD 7 IQ' DRYWALL --,— 1V)r SECURE BT. — PLATE TO $LAD W1 10d MASONRY NAIL ♦ 32' O.G. MAX FIN. FILM 2X4 WOOD STUDIO ♦24. O:C, BLAB NQ;IW .71 uvD IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHEN SPACED NOT MORE THAN 24' O.C. 1 TYP. INT. WALL NON—BRG. D1 SCALE, 314'.I'-C' FIBERGLASS SHINGLES OVER OM FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWDJJ ON l' CAD. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE ,e1 PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I -0 Tom' ELEVATIONS O N. VENTED SOFFIT I I � � V2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ,5/8' GYPSUM Ek OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM D1 SCALE:3/4'.I'-V' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.G. e' GMU 1/2' GYP. WL. BD. - WOOD BASE — 0'-0' FIN. FLR- i m. 4' n W/ WINDOW OPENING ti FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05J.1 ON J' ObD. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY }0'-0' FIN. FLR a. TYP. WALL SECTION NO OPENING NOTE: PER SECTION SM.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL (2) LAERI19 UNDERLAYMENT SYSTEM D1 SALE' 3/4'.I'-C' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM D 6151 a.♦ Los ►n KBMion GMLN rcm w'GYP. 4. go. KOM RAN s GAS LINE THRU BIACK FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R808J.1 ON J' ObD. SHEATHING OR;' COX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENS. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS I'Be a4LV. at�L p0, vaRaCAL TRACK OVa1604D DOOR my rMV. BY a"4m 14s1�TO RORI TWA= BRACKM au mooum AFmDVAL REi s GARAGE DOOR JAMBS D1 SCALE: 11/2'.1'-& 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS-\ STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG WD.TRU88 CONT. 2x RAT RUN SECURED PERJ/ STRUCTURAL DETAILS J/ SEE ENEMY CODE FORME FOR INSULATION R-VALUES .kPER ELEVATION 5/8' 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.C. V2' THICK, 2 COAT— - 1/2' GYP. WL. 6D.- PORTLAND CEMENT _ PLASTER APPLIED WOOD BABE DIRECTLY TO MASONRY 0'-0' FM. FLR .e $' Cm 4 ..a 4: n W/ WINDOW OPENING H FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.LI ON a' Oba SHEATHING OR;' COX PLYWOOD SECURED PER r•0' FASTENER SCHEDULE TYP• MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CrJ 0'-0' FIN. FLR a .. B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL lllD 1 SCALE. 3/4'• I'-0' i"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroupcom L AA #: 000332E A 8 m�i���$ evsDm ae IAT SILVERADO LOT 20 BLK 18 PROJECT 04128.00 20181 MODMIa 4EBB "1828—CALM" GARAGE EIWING: LEFT PAGE: DETAILS 150 MPH EXP. B A -BOLTS 4' EMBEDMENT MIN. , EVENLY FROM FLOOR TO Ni \1 lz IN SIDE& 2X0 GARAGE DOOR VU= MV 15) ® VW A -MOLTS 4' VIDIPMENT MIN. W/ 2"42'X4 WASHER AND NUT SPACED EVENLY PROM RLOOR TO GARAGE DOOR NDR N JOINTS PRIOR TO FILLN& 1-2XS PT OLOCK • CENTER OP ® DOOR READER WKUIM')W J-MOLTS 4' EMBEDMENT SV MIA* WASHER AND NUT. ® INOTEe, Of N ACCORDANCE TO I ® r MANUFACTURE" INSTALLATION INSTRUCTIONS WHERE GARAGE DOOR BUCK ATTACHMENT tc4Ls, vr.rr cm LJ I'X4' OR VX2' P.T. NAILER El 4'4 Ix4 P.T. OR 'X4' MIN. SECURE THRU FRAME 1 EXTEND I-Y4 INTO BLOCK W/ %' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE "0 MIN. EMBEDMENT I -A* WITHIN W OF EACH END 4 18' O.G. MAX SPACING DOOR CASING DOORJAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +3/4 OR +5/4 A 111NDOB TO H K +3 4 R +5 4 SCALE, N.T . 2X4: m SECURE TO BLOCK W/ TAPCONS OR (MIN. SHANK 61ZE J45 MIN, HEAD 817E JIM MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6,m SECURE TO BLQf K LLV2-W6' TAPCONS(MK 90AW SIZE 145 MIN. HEAD BIZEDADO MIN. EMBEDMENT 1 V) WITHIN 8' OF EACH END 4 8. GMU 18' O,C. MAX SPACING. JQ DRYWALL 2X8,m ❑ I'X4' OR I'X2' P.T. NAILER SEA�80 BLOCK WG /2.%. OOR CASIN (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MR EM5EDMENT I Y49 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, 814IM AS NEEDED TO PLUMB JAMB ( DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-1 2' n WLNDOTE TO 811ACK +1-1 " " SCALE: N.T . 2X4m SECURE TO BLOCK W/'JL' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS* O.G. MAX SPACING. MAT DE ON OUTSIDE t 2X6m SECURED THROUC44 SECURE TO BLOCK W/2-V&' NON-STRUCTURAL Ills' TAPCONS TAPCON MIN. I-Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD BIZE 300 CMl MIN. EMBEDMENT I Y4) DRYWALL WITHIN W OF EACH END 4 �:". 18' OZ. MAX SPACING. 'X4' OR PX2' P.T. NAILER 2X&® SECURE TO BLOCK W/2-%, ' OJiB. X 4' MIN. TAPCONB (MIN. SHANK SIZE .145 INGMIN. ?Ao;ACW HEAD SIZE 300 "OR WINDOW MIR EM5EDMENT I Yi) TO 2X PER WITHIN D' OF EACH END t MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-151�" CWINDOW. C +I- 8 ALE: KT.S. 2X4,m SECURE TO BLOCK W/ I W TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MAT BE ON OUTSIDE 4 2X6m SECURED THROMW SECURE TO BLOCK W/U-%- NON-STRUCTURAL V TAPCONB TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 D, cm WITHIN 8' OF EACH END 4 yj• DRYWALL IB' O.G. MAX SPACING. I'X4' OR "" P.T. NAILER 2XBtm SECURES TO BLOCK W/2-%' CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS' OC. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 -- JAMB TO K2114�" T% W TO BLOCK+2 E, KTA 2X4m SECURE TO BLOCK W/ 11(s' TAPCONS (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 I,IO, STRUCTURAL 2X 18' O.C. MAX SPACINCs. MM GT dE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE BLOCK WR-V..NON-STRUCTURAL i4' TAPCON MIN. I Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE JIM -Lr. cm MIN. EMBEDMENT I Y4) DRYWALL WITHIN W OF EACH END 4 X4' OR VX2' P.T. NAILER 18' O.G. MAX SPACING. ❑ 2XD� SECURE TO BLOCK WW2.V&l TAPCONS DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD 812E 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 1 ATTACH TO 2X PER ID' OTC. MAX SPACING. MANUFACTURES DETAILS. wmr mmoo ref "-0 moM 8.=W)V4 DOOR JAMB TO BLACK +3" E SCALE: N.T.S. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MM.EMBEDMENT IY4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6,m SECURED THROUGH SECURE TO BLOCK W/2-2U(s' NON-STRUCTURAL V&' TAPCONS(MIR SHANK SIZE TAPCCN MIN. IYi 145 EMBEDMENT INTO BLOCK MIN. HEAD 61ZE 300 MIN, EMBEDMENT 1 Y49 8. CM 8' OF EACH END 1 )S' DRYWALL IS'Or— MAX SPACING. 2X9,m I'X4' OR Ih0' P.T. NAILER SECURE TO BLOCK W/2-Il(s• 2X SECURE TO TAPCONS(MM. SHANK SIZE STRUCTURAL MEMBER 45 W/(2A2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) CASNG WITHIN 8' OF EACH END t DOOR JAMB OR WINDOW 18' OJ:. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)' ) DOOR JAMB TO BLACK +3" F +3' ALE, N. 2X4m SECURE TO BLOCK W/Y4 TAPCOI'IS(MIK SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 NOTE, STRUCTURAL 2X WITHIN 8' OP EACH END 4 MUST BE ON OUTSIDE 1 18' O.C. MAX SPACING. SECURED THROUGH 2X6ms NON-STRUCTURAL tJb' SECURE TO BLOCK WA-1/4' TAPCCN MIN. I & TAPCONB(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE 300 • Cm MIN. EMBEDMENT 1 Y49 , DRYWALL WITHIN 8' OF EACH END 4 IV O.C. MAX SPACING. 'X4' OR VX2' P.T. NAILER 2X8m � SECURE TO BLOCK W/1-1/4' Y.' OS 5. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD 812E 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. I,T4 t1A Y,ip lb rws.u,� mo NW oi� ✓f') DOOR JAMB TO BLACK +3-716" G DOW TO BLACK +3-7 18" E, N.T . 2X4m SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN VOF EACH END 1 NOTE: STRUCTURAL 2X IV O.G. MAX SPACMGG MUST BE ON OUTSIDE 1 2X6ms SECURED THROUGH SECURE TO BLOCK tM-1/4' NON-STRUCTURAL Ills' TARO" TAPCON MIN. 1-Y4' (MIN. SHANK SIZE J48 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' CM WITHIN 8' OF EACH END 4 K• DAL 18' O.G. MAX SPACING. 1'X4' OR I'X2' P.T. NAILER 2XSt SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE 345 MIN. HEAD SIZE 30O MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OP EACH END t TTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3 3/4" H 11BJDON B CK + 3 4" ALE, NT.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-7744078 www.abdeslgngroup.com l AA M: 0003325 j 64 a a lz � E J S I I L BUBDIV as LOT SILVERADO LOT 20 BLK 18 PLROJECT 04128.60 20181 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. B Daurr 'I ATM. 03/05/20 9CALE: 1/4"=1'—O" SKEET D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 10456.3 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13972.14 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10442.3 SIMSPON STRUCT. COMP, WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 153S3.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5694.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 107SB.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 1S8.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/08/20 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com L AA N: 0003325 0 2SG � li� O p c m a $ 6 N ausD:v Sc LOT: SILVERADO LOT 20 BLK 18 PMJECT/1 04128.002 20181 MoDELs 4EBB "1828-CALI" GARAGE 8111MG: LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B DATZ 03/05/20 SCALE: 1/4"=l'-O" 1 *m= D3 PIo9ORlED C 247ROL JOINT FLANGE OF CONTROL JONT6 Td OE OWD TIED TO LATH • V O.C. MAX (VERT.A him, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STLV EX16TO OEYCHD NXC PT STAPLES LLV W LEG MAY OE USED TO TEMP. SECURE C40 NTfWL JOINT DURING INSTALLATION FASTENERS TO of SPACBD-7 • 1' O.C. MAX VERTICALLY k THICK 3 COAT CEMENT PLASTER WPM LAYER 4, PORTPIOER OUILOMS PAPER APPROVED METAL LATH PASTENEP •T' (VERTJ OG. MAX AT SUPPORTS Ulm LAYER -1, STUCCO WRAP WOOD SMEATWMS fjm APPROVED DUILOMG uFAP SHALL OE LAPPED A MN3'AI9 OF V • VERTICAL LAPS (ROLL INDS) A 6' • MORISCNTAL LAPS. ALL SEAMS NEED TO OE TAPED MOTH FMI MR SMEATMMS TAPE � MN LM • MarAL L— \ LATH VERTICAL LAP TO IN I' IT METAL LATH °� °'w rm P ay / YRO LAYER 4. FOW FIOER \ OULDNG PAPER ' }' THICK 3 COAT CEMENT PLASTER METAL LATH WPM LAYER 4. FORTPIOER OUILOMG PAPER UFO LAYER 4, STUCCO WRAP 4'x4' SELF -ADHERING MEMIORANE MASHING (COMPATIBLE IW FNOUSE� ~ MATERIAL) OVER APPROVED HOUSE WRAP. 1. OR LESS IMPS PENETRATION CUT AMD 0""LAP ONE SIDE OF SELF-ADHERMS MEMBRANE NE —� PLASNNG STEP 01 4. 6. 6'z6' SELF-ADHERMG MEMBRANE K A6NMG (COMPATIBLE UY MOM WIAP MATERIAL) OVER 4 .4' SELF -ADHERING MEMBRANE PLAS14MM OVER APPROVED MOIMC WRAP. g AeLNaa Te EXTerm aNTe PnPE CUT AND OVEILLAP ONE SIDE OF STEP "2 PLEAD M ABRIRAME Elm LATEt'1, STUCCO WRAP WM LAYER O, PORMIUM OIILDINS PAPER METAL LATH 6'xW SLR.P-ADFERMG MEMBRANE Y to )• I MSTALL FA6TEMlRS (CLIPS, FL� OVER APPROVED LATH SHALL NOT •• To aa• nxL •• IN GQNrMU01Js •• ro s• JI WOOD 6MEATMMS STRAPS, To ESlGIAD HONUSE WSAP. FLASHG TO EXTEND ONTO PIPE TWIWUG§4 CONTROL JOINTS OUT SMALL � PIPE) WI! TO FRAMMri 4k4' SELF-ADNLIlINS Mm'IORAME IN AND R-.ASHM OVER APPROVED maw TWO AT� SIDE. PER ASTM CW" PROVIDE 7X4 OLOCGIrNG r nH Lane �iLL41 14A6NNS To EXTEND ONTO PIPE 1.014 PLACED FLAT MAX. 6' TO S' \ CONTROL JOINT WHEN co� PA" 04 2 % CONT. DEAD of SEALANT Mall,\ FASTENERS POR LATH TO OE NAILS OR �. i / 6 S SCALE. i VJ'.I'-0' MSTALL APPROVED HOUSEURAP AIR IN COMPLIANCE W/ A67H r _ INPLTRATICIN DER OVER 2TAPLES WRE TIES TOO of (NO. W VAM W WREI / ` SHEATHING & OLOCKNS SHOUN MAY of N ADDITION• \ TO WALL 6TU06 REONIRED PER PLANv4t n!L COMTMG OVEItM67U(-CI INA agoNO OLIrOLD L•1410. R.A O LFOLD wAAD. R.A ® 2. CIWAII • Pr. a Q KIC KO UT DETAIL bk231L SIDE LAPS OF METAL PLASTER 6. SMALL IN SECURED TO FRAMM MEMI ER6. THEY SMALL EE TIED INTUEEN VAI llo MS MOTH 040416-N. (171-M M) MORE AT INTE WAL6 MOT MORE THAN S' (778-MFU AS PER AbTM CW63 TAL FOR REPAIR OP TEARS IN UFO LAYERS, TEAM MAY of PATCHED WA40L E UFAP TAPE PER MINTY. SPEC. OR PEEL 4 STICK WOOD 6TAX "ATMMS STUCCO N.T-S. SECTION PER SECTION MN§,7 Fxrerlor use of porbend cement plaster shell omoy wM fie application requirements of ASTM C W&12A. "Q end peerigBoW TMY C 1063.12A. IL (I= OL FOLD HUMID L (a)L P0.D L•MIO . Pr. A WOOD SHEATHING OR CMU L COWAN •FL0 7. CIEAU•Fr. a ! `� WRB LAYER II, aa�A•s•Fr.e aCOWASS-Pr. O '�y� STUCCO WRAP (FRAME ONLY) 4. row Fr. O OVn Fr. � ;4 aSOT�r3 t ® J' THICK, 3 GOAT CEMENT PLASTER (FRAME), VY 2 GOAT LEGEND CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) e r° ® LAP WRS 4 TAPE OVER DRAINAGE PLANE (WRB raLD Q�)AFAllel I A(1R2FFM] � N„ Ar4l,, LAYER "I, STUCCO WRAP) UAL FOLD. Ga I=arr. "' T. Rew AT _5'Xs' 'L' TYPE CONTINUOUS WRB LAYER "2 (FORT IF I BER - - - - - -GALV. ME - - - """"A"°L NAIL TOTAL TROOF EHCK,NOT BUILDING PAPER) IUm LAYER -2. P01WO, HR WALL SHEATHING) EULGING PAPER (PRAM. alai) UMLAYEIL'L --CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X stuccoWwPawv*car) INSTALL WITH ROOF CEMENT LAl LATW GP ane.Dw sLa4P o+aRA H�AaNsL l�aws, HOP wLL�ONLY) STUCCO mae ou Lwa ROOF CEMENTROOF PER ELEVATIONS WOOD SHEATHING SELF-ADHESIVE FLASHING NOTEMETAL LATH: LATH TO BE PER SECTION ""NrdwsIAL(a m aRwTAum �e R103.1.1 / ASTM C-841-sag, MIN. 2.S LBS. PER SQ. YARD (UTILITY OR NOMINAL 0" WON, aVRaAP r '"rmw.SIM LATH DOES NOT MEET SPECIFICATIONS) 6Gn IN%PW i41NON.LT �A•OA aRM ""r�14'=MAX rJ "L" FLASHING N.T.S. 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774.4078 www.abdeslgngroup.com AA S: 0003326 I�gsse a � p Wol e Lild I 11 I 40 W X avHaly ea LAT: SILVERADO LOT 20 BLK 18 PROJECT* 04128.002 20181 moaEIA 4EBB "1828—CALL" GARAGE SKIING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, WOWS) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECUEN^_E OF FLASHING TO BE, I. BOTTOM. 2. SIDES, 3. TOP VENT CAP IS TO BE SET M BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO OMECT WATER AWAY FROM JOINTS. E-2 BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL AROUND PER CAULNG KIa JOINT ALL PER SECTION R703.7 Exterior lathing and o6dering Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A, WRB LAYER 1, STUCCO WRAP I .:- HOODED VENT THICK, 8 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'703.1.1 / ASTM C-841-0S, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'OUICC FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHING (INSTAL PER MANUF. SPEC BUILDING PAPER UNDER 'QUICK FLo A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO FiliG/M1 IV G RVGI VG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5AC1C- ROLL PRIOR TO ELEC. METER INSTALLATION I I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER ELEC. METER FIELD VERIFY LOCATION CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM "—"— "' �—"— R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRS LAYER 1, STUCCO WRAP WOOD SNEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA' NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-2 BEAT OVER 60 MIN GRADE '0' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS I$r 0 Pein, VFM WOOD SHIN EATHG WRB LAYER 1, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • T' O.C. MAX K' TOXI MID -WALL UNKE 2-11 WUOE STRIP SELF ADHESIVE FLASHING, CLEAN MA ONRY BEFORE APPLYING V FINISH • MA6OKW ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) e' WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING . 1 MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER IL APPROVED WRB LAYER 1 STEP #1 STEP #2 UM LAYER 1, STUCCO WRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 ®j MEMBRANE IFLASHIWx .11 �- WRB LAYER 4, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX_- 407-7744078 www.abdesigngroup.com AA M: 0003325 E � t IN 4�$ gtmDly. ag LOT SILVERADO LOT 20 BLK 18 PROJECT* 04128.002 20181 MODEti1 4EBB "1828—CALI" GARAGE awING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING ADHESIVE FLASHING — — — — — k 2 1/2' 1, CORNER 5EAD (FASTENER t SPACING ® l' O.G.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngmup.com AA M: 0003325 NJ BUBDIV. & LOT SILVERADO LOT 20 BLK 18 PROJECT* 04128.002 20181 MODEU 4EBB "1828-CALI" GARAGE EWMCI: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B roo rpD -M 03/05/20 8CAUM 1/4"=1'-0" 8iIEET WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — WOOD 6NEATNM6— , YEATNER RE616TIVE BARRIER , MATHER RE06TNE �\ BAMEt -1 !1(F' X 1 i LAP Dom—, u�w�� AMM 6TAN" 6TRIP—�� 7 i �6�' �ADNERNI6 AT ENeSSRsploTVE BAWIl - FLFLAGW6�'tl�1Q' OALVV FETAL Z• FLAGNM GA6- / UIye�OXD6GAP UAr-4ULKM TR�AFEFDER \� OR APPROVED 6EA ANT o SIDING TO STUCCO ® BLOCK TO FRAME ,��� TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744018 www.abdeslgngroup.00m AA 6: 0003326 a � 8 w14 $ SVHDM As LOT SILVERADO LOT 20 BLK 18 PROJECT* 04128.002 20181 MODEIA 4EBB "1828-CALI" GARAGE 91IWG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 0 AA NO D TE 03/05/20 SCALS: 1/4"=V-0" SHEET WA.4 /- .- T2xSUB-BANb <I -/ 6 l W/I'x4' NOTCH a r--------- -- ---- -- -- ✓ END, WRAPPED IN PEEL 4 STICK DRIP EDGE �\ F - - -- v l/8' TEXTURED I \\ I 1/8' FINISH • WOOD i \\ 1 i 1 1 1/81 1 1/2' TEXTURED \ FINISH * CMU % \\ \ " ✓ METAL FASCIA \\ \�\ WRAP V FROM \\ STUCCO, I' FROM ^; f \ \--- ---'p. WOOD WALL \ EXTERIOR WALL \\ (FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY i 1/&' TEXTIREO FNISH • WOOD, VY TEXTURED ' FINISH • cm x METAL LATH x x x x x x x x METAL FASCIA WRAP D SHEATHINCs x x x x x xCm s OR x x x x x x WRB LAYER'(, STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x — WR6 LAYER n, FOWIFI15ER x x x x x x x x x x x x x IBUILDNG PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X6 SM 15y10 ROOFING 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 KICK OUT x x x x x x x x x x x x (REFERENCE POINT ©PL AI ONLY FOR WALL OFF x _ . .. SET OF COMPONENTS) —ROOF KICK OUT REMOVED \\ FOR CLARITY \ROOF DECK (BEYOND) -Z-DRIP EDGE, 1' OFF WALL (NOT INTO STUCCO) TEXTURED FINISH A / WOOD, 1/2' TEXTURED / FINISH s CMU 2x& SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL t STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL `4 L )4 PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/14'x4' NOTCH 0 END TAIL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x xxx.. x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x J. 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 .. �C7��2Ax x SUB BAND DETAIL® WALL W/KICK-OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I4'x4' 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 OILY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/15'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY at 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA 0: 0003328 fill � aQQ NMI I'm �j >ltMDM & LOT SILVERADO LOT 20 BLK 18 PROJECT# 04128.002 20181 MOaELA 4EBB "1828-CALI" GARAGE EWA40: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B 19--R- 28'-8" 3'-4" 15'-10' 9'-6' W-8" '4" — 1 — _ _ 7 — FM-12X12 — — _ — — — FM-12X18 _ � 4" CONC. SLAB w w F-24X241,-0" *-31/2 r 10,-01. 10 1.1 EXTEND FM-12X18 1 I SLAB 1 1/7 ( 1 I I 1 I . T$-O= OP OF i SLAB ILL � I 'I �I I I � 15'-8" 5'-0" 19'-0" I 4" PVC CHASE 9— 1 L — — — TE-1 — 0 — 1.1 I �*,-51/2 .% 4- 17'-8" 2'-6" I 3, " 5 I U3 i I EXTEND6FtM-12XI18 I. 2 SLAB 1 1/2"I* ri 4"CONCaSLAB I �_31J.71/2FMC-12X18 FM-12X18 FMC-12X18 1.1 _FM-12X18 4 4 1A 1.1 2'-8" 16'-0" - 2'-8" 4'4" T-10" 10'-2" 21'4" 14'-0" 3W FOUNDATION PLAN SCALE: 1/4" = T-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE--V-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD, 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATED #5 BAR, MINDICATES #6 BAR,WNDICATES #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.I. 530-13/ASCE 5-13, USING: Pm = 1,500 PSI, TYPE "M" OR'S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6X6 W I AXW I A OVER GENERAL 31/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG S FMA2X12 12" CONTINUOUS 12" - s + FM-12xl8 12" CONTINUOUS 18" - O#Ss FM-16X18 IV, CONTINUOUS 18" - s 7MC-1278 12" CONTINUOUS Is" - s VARIES 24" s s- 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdosigngroup.com L AA 8: 0003325 tiz iii � 1� �o sUDDrv. & LOT SILVERADO LOT 20 BLK 18 PROJECT# 04128.002 20181 MODEL1 4EBB "1828-CALL" GARAGE 8TIMCF: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B L %R NO W723 J DitiNT A IM 03/05/20 sCALE: 1/4"=1'-O" sHEET si 30' MIN. EACH WAY _ e MONOLITHIC FOOTING IV Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED _ v rT Q .-. CELL SEE PLAN FOR SIZE AND pCELL SEE PLAN FOR SIE Es SPACING REQUIREMENTS SPACING REQUIREMENT3�D 1I - GARAGE DOOR w U w Jv °" w RECESS FM i 0_ 0- z 8" CMU WALL O 8" CMU WALL , . CORNER BARS, SAME SIZE AS BAR I W W B+ O �' 7•, Fi Z_ +- 0'A' IN FOUNDATION WITH 30" LEG EACH ;el, yj w U +- 0'-0^ - e WAY AT ALL CHANGES IN DIRECTIONS !� W TOP OF SI-AS TOP OF SLAB I .. I SO THAT THE STEEL REINF. IS CONTINUOUS • .SEE MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR + f a EXT. PORCH SLAB ,ISOLATION SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (I -STORY) - ° EXT. PORCH SLAB SLAB SCHEDULE TOP OF GARAGE VpRI�S ,, It . •" v. I CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE MSONRY UN ITS SET 7�0+ AT ELEV: Wl 11 < tr.- 6" CHAMFER (2-STORY) W/ 1/2" ISOLATION +4" CHAMFER (I -STORY) 01-0" (WHER JOINT E 4 APPLICABLE) 2L #q 24• SEE SCHEDULE #5 30' JOINT (WHERE APPLICABLE) 6" CHAMFER (2STORY) �.p EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING I FOR WxD, BAR SIZE 36 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST I� AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO EXTERIOR MONO -FOOTING %EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=l'-0" SDALE:31<"=1`0 CORNER BARS DETAIL DOOR OPENING @ GARAGE 3 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL WI 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 L.2z4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE V CAPPED 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'k9" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. W/FI.ANGE !� BABE 0. S EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER BET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO j Q V. UNO PLATE EPDXY S,/2" EMBED. MIN. (� 18" OC SLAB W/t&l MASONRY R a O FOLLOW ALL MANF. SIMPSON SPH4 OR SPHB MAX, NAIL i6" 0/C STAGGERED. M = m SPECIFICATIONS FOR N ¢ I USE AND BTM AND TOP PLATE ADDITIONAL METAL CONNECTORS NOT SECURE FLANGE TO a0 V=-• PREPARATION OF U' ANCHORS W/10d x 1 ill" COMMON NAILS FILL ALL REQUIRED WHEN NO SLAB W/(4)114" X 2114" HOLE. W 0: V) HOLES, DO NOT USE 10d w W UPLIFT IS PRESENT. TAPCONS -+ • x 3" SEE SLAB SCHEDULE C SEE SLAB SCHEDULE ��O Q a "P TOP OF SLAB ... , TOP OF SLAB _ 4" CHAMFER (I -STORY) 8"CHAMFER (2-STORY) � a ' EQ. EQ. EE SCHEDULE EQ. EQ. SEE SCHEDULE BOLLARD FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY BQALE:3l4„=,,-0" MONOLITHIC FOUNDATION . INTERIOR CURB FOUNDATION WOOD WALL 8 INTERIOR CURB FOUNDATION WOOD WALL 6 SCALE: 3/4„=1'-0" (W/ UPLIFT) SCALE: 314"=1'-0" (NO UPLIFT) SCALE: 3l4"=,'-(Y' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" Olc 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 O PLANS FOR SPACING. SINGLE BTM, PLATE TO BE PT. SECURE BT. PLATE TOr/_ } C PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL w 16" 0/C STAGGERED, ADDITIONAL METAL U a C00 L CONNECTORS NOT REQUIRED WHEN NO w O 8" CMU WALL UPLIFT IS PRESENT. m ? +- 0'-0' POURED LINTEL CONT. (TYR) 8"CMU FILLED CELL "P.)TOP OF SLAB SEE SLAB SCHEDULE I. 2X WALL FRAMING SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" -0• Z Z — ♦ MINIMUM EMBEDMENT INTO TOP OF SLAB e• "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--� FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY I, x COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION 9 s°ALE:aa"=1'0" (NO UPLIFT) !V SCALE: 374"=1'(Y' 1 1 SCALE: 34'=l'-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4076 www.abdesigngroup.com L AA #: 0003325 $a� R 1 1 NJ: Jili. BUDDIV. ae X101% SILVERADO LOT 20 BLK 18. PROJECT# 04128.002 20181 MODEL: 4EBB "1828—CALI" GARAGE 91WWO: LEFT PAGE: DETAILS 150 Mf9H EXP. B A A NO DAA NT 03/05/20 8CALE: 1/4"=1'-0" 8*mET S1.1A DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdestgngroup.com L AA#:0003325 age y 4 h eUDDIV. aLOT SILVERADO LOT 20 BLK 18 PROJECT 04128.00 20181 MODELa 4EBB "1828-CALM" GARAGE HW NG: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B Dw0TM: 03/05/20 8CAL.E: 1/4"=1'-0" SKEET St.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BONO BEAM I 1. VARIES PER ELEV, CLEAN OUT REQUIRED FOR INSPECTION ` I 0'-0" FIN. FLR. .a ". TIE RTICAL REBAR . TO HORIZONTAL e REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. 2w #3 18" 5 > OU #4 #5 24" 30" #8 1, #7 11, HORIZONTALNERTICAL REINFORCING _ SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 8" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL TOP OF SLAB n - TOP OF SLAB • Z W ea SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. > a e 4" CHAMFER(1STORY) 1V, OU ° a- ° a 6" CHAMFER (2STORY) ; • • #4 24" < s Z MATCH STEEL #5 30" REINFORCEMENT 36" PER SCHEDULE 6" PVC CHASE THRU FOOTING #7 42" MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 314"=V-0" #5 BARS 11 8" ,. bl CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS SA41 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 FM:407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003325 a a C stMDIVI & LOT: SILVERADO LOT 20 BLK 18 PROJECT* 04128.002 20181 MODErr 4EBB "1828—CALM" GARAGE BWMC;: LEFT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 112"HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO 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 INDICATES OPENING BELOW / T.O.O. = 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, 0/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, TO. = THROUGHOUT MARK DESCRIPTION (Pei) WkH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8.8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8' PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS `-I-* Pe SAFE LOAD - POUNDS PER LINEAR FOOT o-mM'GM1m S'�PLF°A° tGr6.`jww SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH m%4e rim mew 4rm va$a ePma waft TYPE LENGTH BUB � RCMU TYPE LENGTH V114T e4e-2T SM24T 9120 pmfT vim fnm1T same WA447 eaw7 9-MIT owu V3b-IT puff $US 0643 WWI pm" VMS IF24-IB UWIB caste 14• (42� PRECAST 2281 2w a" #M ew am mm tat 9d N2') PRECAST 1026 7024 768E 9d (42-) PRECAST Iw aw m" 4m mm e,32 "M aw 4m M" 7M ION tmw Nw Iw 2w UM 4t/4 ew Mm Net 4'-0' (46') PRECAST 19eB 2m1 eel 3tl 4w wf 7m4 elf 4d (46� PRECAST 7e6 7e3 1305 4"d (46� PRECAST Iw mm mm m" Oaf mm KIM M 4w et13 7"7 m74 "2M t,w lam tm m10 fete 4w mm 4m Yd (�' PAFC/18T teM ,w 21" mM WO 4w am m" 4d (54-) PRECAST 692 591 10" *W (6'4') PRECAST tea 2w VV 3176 4w m, ma 27m 4115 M" 7"7 eat 1w4 l,w im7 2040 sw sm 4m 47f1 sae 84• (#47 PRECAST 1217 1w 14m Iw 2w Ma aem 4am S-4' lRM9 PRECAST 411 411 746 94' (e49 PRECAST /0" 171 me mm amps mM 4tl Ion mm am leN f tw 1716 22a mm mm 11M 4tl V-fo• C/0") PRECAST 1082 llm 1173 Im/ m00 2w aw a4m 810 (10') PRECAST 210 22S Ste 9-tO (70) PRECAST w ten 2w ale mm 410 1w 2tl 4w 11m 1461 etl w ,m1 20m mm eta mm 4"a 9d (769 PRECAST 908 I= 2m am w1 am 4w mM 6,4• p6') PRECAST 607 721 4S0 Vd (76') PRECAST w , 2tl 2mt m ,tl stn am w, mm etl04 w 74a Iw 2tl 27e0 amt a" r4' (M PRECAST 743 ,Ott ttm 2tl 2w mm afet4a wee r4' Rn PRECAST 424 634 So r4' on PRECAST 727 1 1 ma atl ,Mf ,im wf aw mM e 4m a7 1224 law I 2tl 2m 2127 atl 94' (11 PRECAST 664 m f7m Itl 2w SM m" mm (112') PRECAST 320 512 230 I'4' H1� PRECAST mf me tt I44 1M 21a 2m mI2m tea 26" 3M W94• m1 w "1s I Ion Im 2214 m" 1C4• (1281 PRECAST 475 w w 1m7 2ma 21" 210 2w lad (126") PRECAST 2e/ 4M 180 1 '4• (12e') PRECAST w w ow 1 114M / 2Mf e0 tam ,w mm 2m ON w w ,+a uTs 77m mw ma 11'4' (139') PRECAST 3a w w 1w 1m 2m 1,a 4w 1I'4• (12e') PRECAST 280 452 154 ll'-C (131M PRECAST 474 am w 1w to ,6 17m m w Iw 160 2423 elf 4w 4" m7 I mat. I Im "" 1m 21a 1rd (144') PRECAST 337 w an 13" 1w 2/m mm mm Ird (1"') PRECAST 244 402 IV Ird (I"') PRECAST 470 w 7m w 1 tw w m /2m IOU 2m tw aam 4m w w Iw Im.J Ism, sm. 18'4' (160') PRECAST SSe m 7m ,m1 1426 Iw a" 2w I IS-4• (IW) PRECAST 217 324 110 IS-V (IW) PRECAST 4" w w 7M w , lea m 7m fm6 "m ISM 23" 2w 40 40 M Itm lmi 14'd (1ee� PRECAST ZN u4 70e ION an iw 2w mm 14'd (7ee� PRECAST T06 SS9 tOD U'd (teed PRECAST w w w T" w t ttm 4m 706 tw tam Nu 21a mm 4" 40 717 fm 1w 14'd (17M) PRE N.R. m m m m m m m 14'd (IM PRESTRESSED NA 204 91 IV-r (t799 PRE81 m1 w 304 w tl w m w tl m ," ,let 17" 4m 7m la0 ON 2w 2M7 a" 19.4• (1041 PRESTRESSED N.R. m m "" m "" "" W 194' (164') PREF E8� N.R. 266 e3 194• (164') PRESTRESSEDtl m w 4m ne A W7m w Mt t "m 4" 710 I= f7m 2m mD Isla2m Ir4• PRESTRESSED N'R' m m m m m m m Ir4' Cge9 PRE81 N.R. 194 e4 Ir4• Cwe') PRESTRESSED w w 4m j m, w 7m m w w w ftl tw tw 2"T 194'm Mn(29n PRE N.R. m mf m m 194• RM PRESTRESSED KP 148 52 IV-4- on PRtSMES8FD "2 IS$ 2 m w w 40 J 40 mfw Ow "1 e47 747 Im tl Alm m foe /m2 fw 1ne 21"4. Mn PRESTRESSED N.R m m m m m m m 21'-{' 12ee9 PRESTRESSED NA 12D 42 21'4' Mn PRES7%eB� /m 1m 204 >m as m w m7 4m rn w w w ,w 10 w w w 1114 tw Iw SSN G 1 PAE87tES8m NA m m m m m m m Srd 0641 PRESTRESSED N.R. 114 40 2rd (2541 PRE4TRESSE) IV ,a 1a m w me m m 4m w w w w w 1m Me w 7" t"7 tw 1w 24'd 0 "1 PRESTRESSED N.R m m m m m m m 2Nd R6e9 PRESTO N.R. 91 &9 24'd am PRESTO t24 Im 1m m2 w m 30 w Of w 4m m ef/ m Im 2m 4m 6" 6M Dam fat (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM'BAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTTERS TO MOTOR EXCEED VALUES MATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MIND M 4- OF BEARING PAST EACH SIDE OF WINDOW OPENM PRODUCT CONTROL NOTICE OF ACCEPTANCE F,E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0126.03 LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BL L0NGW00D,FL32750 PH: 407-7744G078 FAX: 407-774.4078 www.abdoslgngroup.com L AA #: 0003326 y C SLTsaIV & LOT: SILVERADO LOT 20 BLK 18 PR0JECT4�4 04128,002 20181 uoasu 4EBB "1828-CALM" GARAGE OWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B #5 CORNER BAR W! 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM( CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BONDBEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e \,\ PLACE STEEL HEIGHT. �OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'x16" pJF' COURSE OF BOND BEAM IS OMITTED AND A LIINT5. SHOULD THE DOUBLE BOND BEAM COINCIDEEL IS PLACED. THE ITHA LINTEL THE STTEELM BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. I. B• (- / 1: \,�\\A' Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. —�F � Bx16 DBL. BOND TOP OF EAM W/ (1) #5 BAR BOND BEAM' •\Q��" 0 EACH COURSE C7 8x8 BOND BEAM TOP aF • pQ�G�\� W/(1)#5 BAR .L; BOND BEAM F FILLED W/ GROUT I .�\Ap� U =UNFILLED GROUT SOLID FROM TOP �N\Q NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM /BEAM COURSE SEE NOTE 5 a\�_`Q 1Y1/ Bx8 PRECAST CONCRETE LINTEL W/ (1)1R5 BAR (L2)NOMINAk16-1T/1 LENGTH OF BAR WIDTH OF MASONRY Q� HEIGHT # OF #5'S, TOP 0 OPENING - 2" BOND BEAM COURSE � 2 BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM Sx8 PRE -CAST CONCRETE SCALE: 3l4"=1'-0" PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER THAT XFXX -1 T/1 M/OB INDICATES A DOUBLE BOND BEAM TO PLAN FOR LOCATIONS AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM TOP OF OPENING PRECAST HEADER(MIN) 20 (MIN 2 X 3)1316 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3I16 TAPCON PRE -CAST 'a tt4" OR DRIVE PIN (MIN SHANK WINDOW �r" SIZE,145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" a SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ /7116"OSB 18" O.C. MAX. MIN 1.1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT LLCMUWALSHEATHINGL TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 scALE:1 v2"=r-a' ARCHWAY FRAMING DETAIL S SCALE: 3/4"=1'-0" r SINGLE#6 CORNER BAR, 3040 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 4T I PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM CALE'Sr� 1442 N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 "A"Abdeslgngroup.eom L AA #: 0003325 ^ as Q 4n UA xh Y BLIHDIV. Ae LOTmm!: SILVERADO LOT 20 BLK 18 PROJECT* 04128.002 20181 HODZ3U 4EBB "1828—CAU" GARAGE 8WWG: LEFT PAGE: DETAILS 150 MPH EXP. B 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)1 Od x 1 112" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTEL$ 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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS WI 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 ATRUSS 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 Wl (2)16d COMMON NAILS & SECURE TO BM. W1 SIMPSON LTA2 USED TO BRACE TOP OF WALL. 00J1 N — Y — — r — tl CJ7 I I 4 CJ3 tl tl x tl tl tl ■ ■ ■ 1B ■ ■ ■ a CJ3 F I I I I I I I I I I I 31 I I Ci.I6 � • N N N N N tl N M ■ ■ ■ ■ ■ • �® CJS 1A 1A 1 A140 _ .1 to 1A .1 A�ev...a.:s.®a seaava�a—av®av®a va®.ate.:vim. .1 -------------- ..... PREFABRICATED ROOF .. TRUS8W ®2M O.C. MAX. 1A ........v.a.a.a...........vas:. 1A •••••a-7-22"x54"--r-a.a.a .=.v.=a®=....:s® I ATTIC I Sava®=.a: ACCESS —.I,i ........... ---- --------------- to ..... .... .. ....... ------------- A11 . ,A --- 1A 1A A15 A A18 7 8 7 8 FRAMING PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 wwwA designgroup.com AA 111: 0003325 iiit t a33 �i a BtMDIV. At LOT SILVERADO LOT 20 BLK 18 PROJJWT# 04128.002 20181 MODEL: 4EBB "1828-CALI" GARAGE BWDfG: LEFT PAGR: FRAMING PLAN 150 MPH EXP. B 0 TL% DATZ: 03/05rxmT/90 BCA=: 1/4"=1'-0" BI3ERT s3 Aql) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 )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) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETAt6 TRUSS ANCHORS WITH (12)16d x 3 �' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED WI (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON "ROOF/WALL/FLOOR HTSM20 W/1010d TO SHEATHING TRUSS AND (4)1/4" x 2 1/4" FASTENER SCHEDULE" TITEN 2 ANCHORS TO CONT POURED LINTEL 8" X " MAY BE ADDED # 1900 UPLIFT (2) SIMPSON NOTE: 4' PT SYP #2 2" x ED HTSM20 INSTALLED ON W/ 10d NAILS. PRE•ENG TRUSS WI ILS, 2 ROWS, 3" OPPOSITE FACES OF O/C TO FACILITATE ONE BLOCK WALL W/1010d TO ADDITIONAL PLY MAX. TO TRUSS AND " x 2 1/4" ACCOMMODATE TRUSS TITEN 2 ANCHORS TO � CONTINUOUS BOND BEAM ANCHOR REQUIREMENTS, CONT POURED LINTEL ENGINEERED WOOD TRUSSES 0 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) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) `_' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d 0 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1)'X" BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2X8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 12" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END, WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. 2E-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 W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ _ 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=V-0" DEPTH 114'D —HOLE EDGE >5/8" —HOLE DIAMETER < 215•D SGL. STUD OUTER 113 OF SPAN ONLY BTM.- PLATE AND BORING LIMITS 8 SCALE: 1 EDGE -5/8" HOLE DIAMETER � 3/5•0 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 (F1 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 H10A 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 FI AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 314"=V-0" TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7741078 www.abdosigngroup.com AA A: 0003325 J • lip all y C a $1 11 11i , t i, L i . j sUDDIV. ae LOT: SILVERADO LOT 20 BLK 18 PROJECT# 04128.002 20181 MODEL: 4EBB "1828—CALI" OARAOE awDTC: LEFT PACE: DETAILS 150 MPH EXP. B DAM 03/05/20 SCALE: 1/4"=1'-0" SHEET s3.1A PRE-ENG GABLE TRUSS i 2x4 BLOCKING BETWEEN TRUSSES f AT FIRST TWO BAYS 4'-0" O.C. (AT Q PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) G 24" O.C. NOT SHOWN FOR CLARITY) MAX Q FOR STRAPPING Q VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH�,,i. STRENGTH EPDXY 6" MIN. EMBED, AT 37' OC MAX. SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE _ CONT. 20 SECURED WI (2)10d's Q EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 314"=1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH:407-774-6078 FAX 407-774-4078 wwwAbdosigngroup.com AA 8: 0003325 -, A a �$t a mm auaDIV as LAT SILVERADO LOT 20 BLK 18 P1tOJMCT* 4128.002 20181 MODEta 4EBB "1828—CALI" aARAGS 9WINO: LEFT PAOffi: DETAILS 150 MPH EXP. B DAC1 Z: 03/05/20 aCA=: 1/4"=1'-0" m*mc= S3.1B 11,jy VTCR SPACING (1) AT EACH END 2x4 BLOCKING BETWEEN TRUSSES VECR AND 6'-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d C EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0- TO 30'-0" (1)'R" BRACE M111j11 14111 30'-1-TO (3) "E BRACE PRE-ENG GABLE TRUSS i 11ti j ACE (1 )'7C' BRACE (� CENTER (2)'7(" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND \ FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) \ I011 I Oi PLYWOOD SHEATHING, SEE "ROOFMALLIFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW ix2,2x WOODFASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED WI (3)16d ENGINEERED WOOD GAW. COMMON NAILS. TRUSSES 0 24" O/C. lx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS NAILS FOR REVIEW 2x4 RATRUN I Z'O/CCOMMON 17' O/C SCONTECURED AND APPROVAL SECURED WI (2)12d'e @ PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS G SCALE: N.T.S. W/ HIP RETURN scALE:3a"=1'-a' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com L AA #: 0003325 I. a 4 �4ft a mommo aUNDIV. ag LOT: SILVERADO LOT 20 BLK 18 Pno"=T 04128,00 20181 MODE .: 4EBB "1828—CALL" GArtA0Z BWMG., LEFT PAGZ; DETAILS 150 MPH EXP. B RDCT E /20'-0"C GABLE -ENO L 'AFL ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT fi 0.18 ROOF DUMPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS G 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END, ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIAL SHANK TENSILE STR. SHANK Sd RING SHANK, 21/2" 0,120" 170,000 RING RINGS SCREW SHANK P6-20 ER INCH) Ed SCREW SHANK 2 1/2" 0.129' PNEUMATIC SCREW -NAILS i. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 ocTERIOR 8HEA7H8'MB USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES Z Jpp � LL 7� 3 U N -' NO . 0 ro m ZK. /1 QY Q- LA Z D TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAF1rER ORTRUSS—�` ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE FRAMING 8d RING SHANK GUN NAILS 7� 6" O.C. IN FIELD ` Sd RING SHANK GUN NAILS R 12" O.C. IN FIELD or 8d x 2 112" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.8wIN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERA. NOTES: ALL AGGREGATE USED W CONCRETE SHALL COM PORLI TO ASTM C33. MAXIMAIAOGREGATE SIZE SHALLBE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT pRpylpE g%NRENTRNMED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CINL£EtED 314. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, BBT EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530- E NISI SPECIFICATION FOR THE DESIGN OF PROVIDE fHMI CONTINUOUS POLYETHYLENE VAPOR BAWLER NEM3RANE UNDER ALL 9LABSONGROUtID WHERE INDICATED ON ELASTICITY PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL 011. COLD -FORMED STEEL STRUCTURAL MEM8ER9 2011, ASCE 7-10 AND AtIC SPECIFICATIONS MEMBERS DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE THE PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES RENTED, A SHALL BERATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT *RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION, SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENOING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SVP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al 85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOW TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-O- OC, EACH WAY. 70 BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFPA. TRUSS DESIGNS SHALL SIGNED AND SLAB -ON -GRADE AND SLABN-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 1N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446 GRADE A ANDD SHALL BEHOT-DIPPEDGALVANIZED. A. A GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS, DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "rPIAVTCA BCSI 1• ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pSf VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 Pat TOP CHORD -1gn•COncurrent RAND EVIEW, TYP. MIN LAPS SHALL BE AS FOLLOWS: 94 BAR - 25' #6 BAR - 36' WOOD TRUSSES. 10 psf STM CHORD-noncon—rit #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI AS8.1-1982. 15 pst TOP CHORD 20 pSf TOP CHORD 17 pat ASPHALT SHINGLES) pefw/ No OVPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 S 5 p TM CHORD 5 9! BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH D DEAD LOAD 70 RESIST WIND UPLIFT: 10p61 MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS A7 BALCONY LIVE LOAD 60 paf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PSf WIND: DEAD LOAD SPEED2017) =160 MPH SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING S (NICE (FBC EXPOSURE B, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT ATTIC UNINHABITABLE ATTIC WITH LIMITED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: WITH S}, BALCONIES (EXTERIOR) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 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: : 40p GUARDS AND HANDRAILS: NT GUARD IN-FILLOM:4 COMPONENTS: PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL N SLEEPING VEHICLE GARAGES: 50paf, ROOMS OTHER THAN SLEEPING ROOM: IOps1, SLEEPING ROOMS: 30pN, STAIRS: AGE ROOMS: : PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: *SPECIFICATION MASONRY STRUCTURES' (ACI 530/ASCE 5RMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER, COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C•S0, GRADE Tln = 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 70 TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS)ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pe, FOOTING TYPE Nr 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 318" 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. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO•TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 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 HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE `=� =ONTE, Sp ECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 26 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B, Fy = 48 KM. STRUCTURAL PIPE SHALL BE ASTMfi3, GRADE S. TYPE E OR S, Fy = 35 kN. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MXDESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALLBEASTMBOLTSWITHWASHERSUNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"d- PRIOR TO THE ADDITION OF PLASTICIZER. BE TIGHTENED IN ACCORDANCEE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURWG, AXING, TRANSPORRNG,ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL,J-BOLTS ARE TO BE STEEL, CONCRETE TICKETS SHALL BE TIM&STAMPED 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 FORANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPUANCEW7THTHEABDVE REQUIRED CONCRETE COVERAGE OVER RESAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDOR WEATHER 1-112' FOR#5 AND SMALLER 7 FOR 05 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31C FOR SLABS, WALLS AND JOISTS 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SITE TYPE 9PACWO REMARKS APPL1— SIZE TYPE SPACING REMARKS tYl PT —NOTO MA9CNRY ICCNC. CASE HARDENED CqL NML,IIT LONG. 6, GAMGE DOOR BUCK TO MASONRY/DUNG. I.— NOWA9HER iAPCON MA90PFY FASTENER I PCIC 1,?E49ED.,1END Mr.. ,1?EDGE DOT. S.D. AL, EM DOORS CASE HARDENED COk B'OIC WMJDOW/pOpU FASTENED .—GE DOOR BIKM -DW. W/ I' EMBED., VEND ,x M,9EENO1E6 NAx 11?LONG. STAGGERED INTO MASONnwO 1 TO MASCNRYAXINC. WASHER E%PANSbNBOLT Ef OIC 3-EDGE GIST. WINWW BUOA GA9E HARDENED COx o'oro WINDOW —FASTENED METAL STRAPro CONTACT THIS ENGINEER FOR SPACING tx PT, BEE NOTE6 NML „?LONG. STAGGERED INTO MASONRYAXINC. MA9ONRYICONC. REQUIREMENTS EXT.SWWG000R T1)3I169W, 'RAFCOM 112'EMBEO.6"fNp. NOF>•BEARING WOOD 11Y' EXPANSION CEMBEO.YEND ]O WC BUCKAPT, SEE NOTE6 NO Wg9HER FASTNER GIST., 1- EDGE -T. WALL TO CONO. SLAB WI WASHER BOLT 019T., 3"EDGEDIET. Pr TO w W� 0.138°PAf A31B' B'OIC IENO. GIST.,, t? STEEL COL., SEE WI WABIIER STAGGERED EDGE GIST. NOTES 1. NOW SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/ OR NQA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5, FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 wwwsbdesigngroup.00m AA #: 0003325 eegQ 4 aUBD><v de LOT SILVERADO LOT 20 BLK 18 PROJECT# 04128.002 20181 MODEL.• 4EBB f11828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. B i Ift c