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HomeMy WebLinkAbout35525 Stella Vast Dr99 1828-4EBB-CAL199 HOMES 12602 TELECOM MRIVE, TAMPA, FL 33637 Tai: (813) 740-9720 Fax. (813) 740-9715 y WITH ALL WORK SHALL COILDPNG CODE,REVAILING CODES FLORIDA BD NATIONAL ELECTRIC CODE, E OF 7EPNYRHILLS Ahp THECITY ORDINA REVUE F ZEPDAT YRT CITY ® MINER PLAN EXA STATE OF FLORIDA L 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 .noM BEIII=w Cow, RxnnmA4 AOTHM =& (soil • L AM � -OCCUPANCY -RESIDENTIAL GROUP R3 •CONSTRUCTION TYPE — VB INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 MPH VwA=116 MPH '°P03 _ B • 1-STORY RESIDENCE •2-STORY RESIDENCE - MAR. HEIGHT AS PER LOCAL AND STATE CODES ABV. A/C AD ALT. AMP BD CL CAB. CLR CONC. CPT. C.T. D. no DIA. D SP DP. DR D.S. DTL. D.W. EA. ELFv. EQ, EXT. EXT. X. A.O. FIN. FIR FLUOR PRODR GA. OAR DISP. G.F.I. GL. GYP. BD. H.H. � HOT. OR HT INSUL. INT. ABOVE MR CONDITIONING ADJUSTA LE ALTERNATE BOARD BE GLUE CA31NET CLR° CONCRETE CARPET DRYER DRYER DOUBLEGLAZED DIAMETER IMENSION DISPOSALL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXTERIOR EXTE GLASS FUEL OAS FINISH FLOOR FLUORESCENT FOOTING GAUGE GARBAGE DISPOSAL. TNTF�UPT�Tc°Rc°n GLASS OYPSUM BOARD HOSEBIB RHOLLOWEAM HEIGHT UL INSATION INTERIOR LAV M.C.LUM M.C. NOR �. MTL. ors PL P.B. PLY. PL � P.T. R. RAD REF REF. P.M. R.O. S.C. S.D. S.H SHY. SHWR SAL SL. SL. OL. sm. SWS TEMP THK. T.O.C. OP. T.O.S. TYP. U.N.O. W. W/ WD. W. WO W/H W.I. LAVATORY MEDICINE MEDICINE CABINET MANUFACTURER MINIMUM MOUNTED METAL O T�� PROPERTY LINE PUSHBUTTON �O PLATE PLYWOOD PRESSURE TREATED RISER RADIUS RETRIGERA ORHL REFRIGERATOR ROOM ROUGHOPENINO SOLID CORE EXTDR SMOKEDETECTC+R SINGLE HUNG SHEET G SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTIONEDGLASS THICK TOPT Top OF CURB TOP OF SLABOF S TYPICAL UNLESS NOTED OTHERWISE VAPORWASSHERPROOF WITH WOOD WI W WATER HEATER WROUGHT IRON DATIC DESCRIPTION em/m cot WIED ARCHITECTURAL SHEET DESCRIPTION OUI6A8 un FEC UPDATE PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG PI -PLUMBING PLAN PG Ml-MECHANICAL PLAN PG DI —DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA8—WALL ASSEMBLY DETAILS s cDBRE-ISSUED L WWAELEVATION&ADDED /16 COSKE-0UED FOOTtIGREN610NPER MLEl0YE8 M4 �S RE QED �DED COMM FoorER AT r,ARn6E DETAIL FORT rrcERa) 02MAS PLAN MAKrOWCE ON" REVISED LMTEL SIZE AT FROM ENTRY DOOR 9 STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-8078 Fax: (407) 774-4078 &44A% ADDED ADDITIONAL RECEPTACLE IN GARAGE PER MLL SATWN (FELBJ SQ.FT. CALC. S 04R4A8 REVISED HVAC VOLLFES ON SGFT CALC SCHEME !MELD.) p MIN ADDED MKTERIOR FLOW MP FOOTER' DETAIL OM A IORU LMI'Ys I,B28 8GT FT GARAGE 430 60. PT. ENTRY ea. FT'OSAM LANAI SQ. PT. T07AL 2- SQ. FT. 064VIS ADDED LED L&ft • KRGIEN 4 OATH PER MARK OOILES VMM ADDED STONE OPTION ELEVATION G 4 D (TAMPA) ELEVATION V 5IDING-ADDED LOUVER s GAME ROOF i0/2a/19 ADDED OPT. V-V' CEILING HEMS" OV" REPLACE USP CONNECTORS MTH 61"ON CONNECTORS o4n0v2® REVISE ENKAVEM RADON PLAN D MOONG 01AMO OPT. S'-1V CLG HGT.- ADDED LED LIGM IN FOYER ouay2c OPT. S'-O' CLG. NOT. ELEVATION 'C'- REVISED HEK+M OF ARCHMT STRUCTURAL SHEET # DESCRIPTION PG Si -FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.lA—DETAILS PG S3—FRAMING PLAN PG S3.lA-DETAILS PG S3.113-DETAILS PG S3.1C—DETAILS PG SNl-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT of THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWLING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPONDiTO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAIM NO RESPONSIBILITY FOR INTERPRETAIIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUC71ON BASED ON THE DRAWING SET. i N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-774-4078 www.abdosigngroup.com AA B: 0003325 h $ t • i� M O im gg BUIDDIV. &c LOT: SILVERADO LOT #27 BLK #18 PROJECT 04128.00 -27181 MODEL- 4EBB "1826-CALI" GARAGE DW090- RIGHT PAGE: COVER SHEET %150 MPH EXP. B DrT-Z� 06/09/20 EFCAL C: 1/4"=1'—O" mmIczT C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) LINO. 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. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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. WINK) LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, 3. AS PER SECTION 11302,5.2: 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 R3D2.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %3 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YNCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM 3/' 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 P30D5.2. 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 COVERSIGS 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 FSISNIES 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 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. 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 "A DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S 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 BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.ebdesWgmup.00m AA M: 0003325 o g S w a aUDDIV. as LOT: SILVERADO LOT #27 BLK #18 PROJMCTIP 04128.002-27181 MOD8L: 4EBB 131828-CALI" GARAGR ewixG: RIGHT PAGR: GENERAL NOTES 150 MPH EXP. B NA/Ift 1" DATE: 06/09/20 ISCALE: 1/4"=f-0" skim T GN 39'-A' - I - I RE o'�,lo o oll■■■IIo - oil■■■■■Y■Yell■■■Y■■■■■la o,■■■■■'o I o • of■■■■■I'o — wil! , p r - ■ AM. ON i:. m 1 n n l0 - :. = - o - V - - o 15OLLARDJ '• - - - 1 0 Cii p FOYER J'll Si • ff \ TRANS. o - / I! ARcH ! !u SaimaaOn =, o Ii - oll■■■■■Ilo oll■�■■Ifo '1[i oll■■■lol oll■■Ilo I -* 9 SQ.FT. CAM'S LIVING 1,028 sQ. FT. GARAGE 430 Sa FT. ENTRY 16 SQ. FT. LANAI BO ea FT. TOTAL 2.362 Ba FT. AN 6YOwooff 1EaRmIB001DS 01MI■ saws =6 W8■HODMO BI m AMTIIE FOOTAGE MIN. WINDOW Im a 24/-33 CRITERIA EXTERIOR 8101 18 a 24/-31 DR MIN. CRITERIA S.G.D. MIN. 41 a 23/-29 CRITERIA *010 O.HD. 112 b 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.=II, EXP.-B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. TOP PLATE 9 in DETAIL (�BAR SCALE, P.O. ARCH DTL. B SCALE: I/2 " I'-®' FLOOR PLAN SCALE, 1/4' " I'-®' NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-0 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE 814ALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' l3a MM) IN TNICICNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE PIPE -RATED DOORS. 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774b078 FAX 407-7744078 www.ebdeaigngmup.com L AA M: 0003325 u SUBDIV. Ae LOT: SILVERADO LOT #27 BLK #18 PRon=TO 04128.002-27181 MODRU 4EBB "1828-CALI" 0A tAGZ B WU40: RIGHT PA01■: FLOOR PLAN 150 MPH E . B 61 DAB 0 6 / 0 9 / 2 0 ■CALW■: 1/4"=1'-O" Si Al 8411NCaLE ROOF Ib'X60' FT7" DECORATIVE SI-UTTEM OR 4B EWIVALENT 4' RAISED BAND (TTP.) 0 -0 FIN. ROO_ I TT------- 8'-8' BRCS. 1-*T. 0'-0' FIN. FLR 1'-0' FRONT ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH NOTE, WALL FENESTRATION FLASHRK9 AS PER F5CR R103A OFF RIDGE VENT N-19'-0' BLDG. 146T. �FYPON LVI2X24 LAP SIDING AS SPECIFIED (TT'PJ 4' FRIEZE RAND ITTPJ b' TRIM BOARD ITYPJ OPT.COACH LIGHT 0'-0' FIN OFF RIDGE VENT OFF RIDGE VENT AREAOFATRC = 2364 SO. FT. NET FREE VENTILATION AREA REQUIRED U30D REQUIREDVENTIATION AREA 2364/30D • 7AS BITILATION AREA SO, INCHES PER Fr.(144) 11X72 SQ, IN. NN. REQUIREDVEN7ILATION • .SX 1134n IN UPPER PORTION OF ATnC 567.36 SQ. IN. OFF RIDGE VENTILATION AREA = US SQ, IN. PER VENT 567.36 /115 TOTALNOFVENTSREQIIIRED = 493357 ALNOF VENTSPROVIDED 5 'AREA OF ATTIC IS THE PEiINTER OF THE HOUSE LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED F0 FE Elm FlI7110 v REAR ELEVATION SCALE, 1/4 • 1'-0' TEXTURED FINISH F-1 v 0'-0' FIN. FLR RIGHT ELEVATION SCALE, 1/4 • I'-C' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT LEFT ELEVATION SCALE, 1/4 • I'-0' TEXTURED FINISH 8'-8' BRG. I-IGT. 0'-0' FIN. FLR DECO. DTL. A SCALE, 1/2 . I'-0' -8' BRG. HGT. -0' FIN. FLR. 1441 N. RONALD REAGAN BLVDI LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-7744078 wwwsbdeslgngroup.com AA N: 0003326 o 3 toil 6 Wil aUBDM as LOT SILVERADO LOT ##27 BLK ##18 PROJECT 04128.002-27181 )CODER 4EBB "1828-CALI" GARAGE awDCG: RIGHT PAGE: ELEVATION "C" %150 MPH EXP. B Y �^V G ELECTRICAL LEGEND SYM^DOL DEFNITION NOTES Inv CUTLET AS ANT SINGLE POLL WBv OUTLET IIOV OUTLET VJ OF OUTLET ampTo SMICH �6N IW OUTLET �ER If*MPIND M MW M@ nAY CUTLET (4) NIM CONCaON -f Ilr -t7- GN ENT IWTBNPMM cunsT andIO PA LT NTIREIFlEI! SYATCN SYETCM A•UAY OPER $4 &UNTC14 4-MY OPM L.(1 UL LL MgMED LOUT CEILING LKM4T © LEO CL& M14T @ VP VAPOR PROOF LOW OQ REOMSED CAN eVW. PAN I co" PER Sal, PT. VE14T. PAN YYLOMf I CPM AR 00. A. vAIWTW PD(TRM (SITU& TEND B7 MLOM 2-01" YRAP ®pL2-ELLB L LL (JEAlAIS SENT) AROUD k� 2' RAOIpCWT W R.YORNCW p C LISNR PANEL db MCTCR O8D. Snoq DEilCO1S pS*„SEUSEOYYEt I+ -I lJ WALL MNam RK7a DETECTOR un. eeeGul. EELY�Aiil ®CAPEORPNINOMM 8/CA 014MW OD. 001 rmR-aoN✓<CTm SHALL BE A DISTANCE OP NOT LESS THN 4' FISOM BALL PBDAIf LOW Ili NATURAL 6Aa ► TELvalc. JAM UN MA NlvATro AR ccND1TIONPO OBcanccT as AA oN I Q M&IMMON JACK CILM am fwxw,pw !E SUPPORTED N Oro J J-AIOk ACCONCKANOM sm MAN AS SUCw PON CEILM WMJSW TO ME SUPPORTED N ACCOIpINCE WP BM MASKED AS SUCH PON An0.4 24' INCANDESCENT LONE STRIP nno AS' Rtln°ESCINT LISM STRIP ^® 40' SCANDEeCBR LISM STRIP ROOD LBMT OPT. son", KETPAD HE "AL PWN•BUrfCN PORCMW'IM UIB FOIST • LOCATION OF TV JAMS 4 RIONM OUTLETS 2 PANE O ME VERIFIED ° NOMISO CR PRE -CONSTRUCTION MEETNI • ALL IS 4 20 AMP BRANCH CA1CUlM TO BE AMC MOLT PROTECTED PER ELECTRICAL PROVISIONS OP I S= STN lDRld f2BM) I NBC 2— 29M 10MON. • 70 ANT DEDIC4IED LA NPW CS1EaE17. • OR ° BLAND (NOT ON KnCMMN CRCUIT) • DW EMNlR DISCON OCT O BE LOCXgR N PABL • BATREDCM EXMOYST PAN TO HAVE nN CAPACIIT OP KE QM NTIRVTTEM PER ELECTRICAL PROVISIONS OF SECTION MMW3 �@lTlm. L • LAPDRT ROOM RECEPTACLE U%{ALL OE MONO PAULT CIRCWT•NTEIEEIPTER PROTECTION FOR PERSON EL ON PEEDEM • unwo FCTMOD SMALL BE NON METALLIC CABLE PER RLICTFECAL PROVISIONS OF jMML • ALL WOW O CMMY S M ELECTRICAL PIRDVISIONS OFTHE PBCR S,M SWD fASRl P!R • TM OP LIaM'SIS MMT KE ENERBT 9PIOIQR TTP!rfm ad" MTD. Lh3WT TO ISE NSTALLED, PROVIDE J-BOX FOR OPT. FAN \\--------------------- OPT. COACH LKAHT ELECTRICAL PLAN SCALE: 1/4' • I'-W II®EDED��EEt�tm ®a�*r•�-res��mY ©��--��oom Yam__:��_�_� ®�©®®%Y IM ©�© EEEEIEEEEEEKE�EEEEESEY Y EafEDEO^'��E�EZ'Lf m ErrmoEMS P,L��E"•...fEE� E®YEEU•EEDY Y E® 03M MEMOS Y E®YEO��OEE}SE EE©O�ESY® no m® mQ�Qm® E®YEE© ®Ym D EEESSE EE�SKEIN EE�EEE�" EE70I.�EE7YESE;EEM EDYEE® S®WOW©�.T OEA �S© Ek1•EEE©�1'.10 EB�MEMMIN - T+_.ffi•7El�oN= . EIffEEaN EItB� EE�EEtia EE SIEMENS _EE® ���� ��Y EE.Z! �aEE�EL�EEEEYEEEEESE� Y=ET�rEEEE�j .. ® ® .. ....... .. .... lam•--'�r-r.,.. ^, '..... _, • . ... . EEC EEC EO EEEEE� . EE® y EEEEEEEE�ONIM- 7 �MOR-_J EEEEEYE • .: �. EEEE�t^E7 - EE NKMI I I � I I I 19 I I I I _ I LED LIGHTING @ DOUBLE LAV. (NNER'S 15AT14 ISO AMP ELECTRICAL RISER NOT TO &CALL OE IPAL NOTE& A ELECTIICAL MATERIALS AND INSTALLATIONS SMALL COTTLT wT14 BLEOTRWCAL PROVSON S OF THE PRGSIUi LM�QIL 11 L�CO&DG. AND ALL LOCAL POSER IL ALL CONDUCTORS SMALL ME TTA TNNRMN LM M NOW OfE OL PROVIDE BO AMP. DOR40 VOLT.I PNAM ONC40WAM ELECTRICAL MWAM PROMOS A -1 C42PP7R (OW N I•IQ" OLA &CIEDILE &0 PVC COLOUR OR PROVIDE A SAS ALUM" fAL) N T' CIA SCHEDULE BE PVC CcsDlur UNLESS SERVICE IS PROVIDED BY TM ELECTRIC QMf WANT. COORDINATE W7M TMC ELECTRIC COTArc PIEOR O. BID. i \ I I L I LED LIGHTING C SINGLE LAV. Is EIATH 4 A M THEN • w CU N 2' C@OUT OR A • PS CU N 2' CONDUIT. SIE'BBMTE ABOVE &OPPIT ° OvSRKAN&J CONIBNATION&EWICE MANr ONICOISECT SQXTM AD UM40 VOLT n �RIc iw mt IN I AL Y Set ENCLOSURE N N@CLOBS! PANS. Da*AN= SERVED OAEL! 1 04FRA ON Bi1RANCEF1 El SBRNOE BfIRINLI E6W71MT EBlRfR NTEMY6IET BONDNO AT VOLTAAL INO voLTAaE caNecrlDre I •L CU SERVICE OISOIND CON BCW O CONOPIM ENCASED POO" STEEL PER ELa7RICAL PROV W" OP THE 812LyN SAP DIA x S Pr LONE C4T4ER CLAD GROUND ROD 1441 N. RONALD REAOAN BLVD, LONOWOOD,FL32760 PH: 407-774E078 FAX 407-7744078 www.abdeslgngroup.com AA 0: 0003325 3 gill till MEN �11 1:1 HTY BVBDIV a& LOT: SILVERADO LOT ##27 BLK ##18 PROJECT 04128.00 -27181 MODEU 4EBB "1828—CALL" GARAGE NWING: RIGHT PAGE: ELECTRICAL PLAN 150 jLpH EXP. B DACE: 06/09/20 BCA=- 1/4"=1'-0" aHEEr E1 I I I I I 14'-3' i- I I I I — I 0------------------ — v I I I I I ---- --- i I i uu I iu =r O m ® 11 I II I I II I it II 2• vne �2• VTR KITCHEN �\\\� 112• SING w/ F — — — — — AUTO VENT IL — — — — — L-----� II IR�� I/2' � I I I/2k-)ri� 11/2'� ° II I IR� I�21�11!!• 2. f � I TUB I AV 2 LAV y `\ L v II I 3• I o WC 3 3 I I a^ 3' 3 1 1/2 2- - — — — — P WASHER 2 r CO 4 4 TO MAIN I f. lu ILI -------------------- 0 PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE. V4 ° 1'-V' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774.4078 www.abdosigngroup.com AA S: 0003325 aa A ounDiv. !e LOT: SILVERADO LOT #27 BLK #18 P3ROJECT* 04128.002-27181 MODEic 4EBB "1828-CALI" OARAOE IMMO: RIGHT PAGE: PLUMBING PLAN 150 MPH EX. B DAlnT 06/09/20 SCALE: 1/4"=1'-0" B*MC= P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT 614ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FCC 6TI4 EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL 6E APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3J 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN IO FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL OE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL DE MECHANICALLY VENTED IN ACCORDANCE WITH FCC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETRIED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/BMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND 13E SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. W. GRILLES AND DIFFUSERS SHALL 13E PROVIDED WITH BALANCING DAMPERS. II. DRYER 5008TER TO BE A FANTECH OBF 5008TER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 6O LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OW O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 L444T O/A OUTSIDE AIR (D THERMOSTAT m PASS-THRIAIR GRILL NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE FPE. ELEVATION. NOTE ALL HVAC TO HAVE PROPER I2XB PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER —I— — — — — — — — — — — — — — — — 14XI4 ATTIC W/ l2)-3A6'X2' TAPCONS UNIT SIMPBON WB ROLL STRAP q• OR EQUAL I 4' 0'BAT CEILING EXTERIOR WALL - I -------- I CRN I� W.I.C. PLENUM ? y AIR RETURN 4' CONCRETE BLAB SECURE STRAP TO UNIT W/ (2) RSXI I/4' BHT. MTL. SCREWS i I ii I ° ° 14' — — — — — — 8UGTION AND LIQUID IUTCHE� AIR SUPPLY REFIRIGERMT LINES CONDENSER UNIT AIR HANDLER CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE ORAN LINE NOTE• MAN COND. DRAIN 3/4' DIA O °6 OVER HEAD • 12' FROM STRUCTURE — — EVAP. TRAY SLEEVE TO LINER BELOW BLAB O BDRM. ¥4/ TREFRIGERANT LINES TO �E1`I PLATFORM CONDENSING UNIT mIOX6 4' DRYER TRAP DRAIN LINE AND TERMINATEV.TRcl VMECHANICAL. IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) BLDG. CODE i SECTION 3012A HVAC DRAINS ` IvX6 6' — a• L O SCORIATED NICKEL BRONZE FL. PL. LCOUN OR WALL CO 14X6 �T 1II1I 8X4 uBATH jf IL -----�I Bx4FR . A BEE OPEC. GARAGE BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED //-- WADE 8240-K JOBAM 86000 INSIDER SERIES NICKEL BRA68 TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN ) FIN. GRADE OR PAVING FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYPN MECHANICAL PLAN SCALE. 1/4 • I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327W FMi: 407-774-6078 FAX: 407-7744078 wwwAbdeslgngroup.00m AA M: 0003325 J 8 u aTJaaIMI' So LOT SILVERADO LOT ##27 BLK ##18 PROJECTO 04128.002-27181 MODEI1 4EBB "1828-CALI" GARAGE awING: RIGHT PAGE: MECHANICAL PLAN 150 MPH W. B PTV Do6/os/zo BCALE: 1/4"=l'—O" afIEET M1 2X4 TOP PLATE PRE -FAD TIR1188 calOe stow V/• TNI 2 ear a' av Na 1/2. CLG. DOARD M F10MM CaMMT FLAa7a1! MFLIW aTR16 ' FOR DglGTLT TOLa HASCWr P.T. YG AT►ACIatD TO A.L NOTE. STUDS IN 5' DIA. SLEEVE, C&L AS FM roommm PARTITIONS SUPPORTING DO NOT CUT AFFRDVAL RM In' DRYWALL WALL HUNG PLUMBING REBAR ewucro""' aaALARr FIXTURES AND WALL PIPE WAro= STW CABINETS SHALL BE NOT BOND BEAM O NOT CUT �rF«.v.FR....u.�,,, '011-D110 ALL LESS THAN 2x4, WHERE SOLID GROUT THE BOND SECURE eT. 2x4 WOOD SPACED NOT MORE W/ !I)- 5 BEAM ��� FAars�m PLATE TO SLAB STUDS 024• THAN 16' O.C. OR, NOT (2) COURSE _ REBARS "?0D DAN 111=0 JAM PM 6,4.y eTaa ovipwuo w/ Imd MASONRY O� LESS THAN 2x6, WHERE APPIWVAL R� my rwr TRAac sYoTreRe°O°1` NAIL . sY oc. SPACED NOT MORE `.; ' FAMOMW TO MAX THAN 24' O.G. TPA=DRACKM Roar FRO Aw rroVAL va.110a FIN. FLR 2a PIPE THROUGH BOND BEAM 2B GAS LINE THRU BLACK a GARAGE DOOR JAMBS Di SCALE: IIR'.i'-0' 21 SCALE:3/4'.I'-(d' 1 .,....i1"''"• (2)TYP. INT. WALL ( NON— BRG. ) 21 SCALE: 3/4'.1'-iV FIBERGLASS SHINGLES OVER F30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rw5lI ON J, Ohm. SHEATHING OR;' COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND—J-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR� I'-0' TYP. OH. FIBERGLASS SHINGLES OVER F30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90&JJ ON 1}' O.S.S. SHEATHING OR } CDX PLYWOOD &/S' GYPSUM BOARD SECURED PER OR I' HIGH FASTENER S CHEDULE STRENGTH CLG. BOARD STRUCTURAL SEE ENERGY CODE FORTS FOR PRE-ENG TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER ELEVATIONS R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O:C. 1/2' THICK 2 COAT PORTLAND &• cm CEMENT PLASTER APPLIED I/2' GYP, WL. BD. DIRECTLY TO MASONRY WOOD DARE —I \ 0'-0' FIN. FLR d . e4 a. A W/ WINDOW OPENING B TYP. WALL SECTION ke NO OPENING NOTE• PER SECTION W5.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL SLOP2: ERIUNDERLAYMENT SYSTEM 1 SCALE, s/4'.r-V' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 FIBERGLASS SHINGLES OVER A30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R00811 ON J' O.S.B. SHEATHING OR I' COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 2X4 SPF 24' OG. MAX. SECURE W/ (2)12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES PER STRUCTURAL DETAILS OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSJJ ON J' 0.6.15. BTIFFBACK AT ALL UPRIGHTS SHEATHING OR J' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER I'-m• p_m, FASTENER SCHEDULE TYP. ~PRE-�' VD. TRJSB TYP' M. DRIP EDGE OH. O.H. PER ELEVATION 2x FASCIA PER ELEVATION& CONT. 2x RAT RN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS INSULATION R-VALUES PER ELEVATION WEEP SCREED S/S' GYPSUM BOARD OR In' 2x P.T. SECURED PER WrA4 STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION IR' THICK, 2 GOAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY REFERENCE STRUCTURAL P.T. FURRING STRIPS • 24. O.C. VY THICK, 2 COAT— in, GYP. ILL. BD. PORTLAND CEMENT WOOD BASE • cm PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 0'-0' FIN. FLR a i ° &' cm a .a 9' W/ WINDOW OPENING TYP. WALL SECTION B NO OPENING 5 1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'•I'-C' 1441 N. RONALD KAGAN BLVD LONGWOOD,FL32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.rom AA#:0003325 t 1 P $ Ll 1: 1 -1 -1 �e ausDiv. So LOT: SILVERADO LOT #27 BLK #18 PROJMCTO 04128.002— 7181 MODffiIt 4EBB "1828—CALI" GARAGE sauNG: RIGHT PAGE: DETAILS %150 MPH EXP. B L*j aw06/09/20 NICALE: 1/4"=1'-0" B*Ec= D1 i 2X6 PT. • CBRER OF DOOR WADM 8ECURM UV (1) V2' X V J-DOLT IV 4' MN. EMBEDMENT UV 2'X a' X VS' WA"R 4 NR OR UV (a) V2' X S' ANCHOR D0LT6 SV 4- MIK LN'e[041M aV 2• X a' X US' WASHER 4 NIR- ®I -ACM 2X4 ON— IN aX. G V2' X J-8 Buck NCN IOR ® S (8) Va• X s• J-BOLT OR ANCHOR BOLTS, YV 4' MM, 4 Mr. EMr. (V II T• eV Y r x x ur• WAeHER Nlru IITNM N OF TOP, (u WITHIN V O• Tm DTM, (3)EVENLY SPACED. NJ laf NDTES= ALL AICWORS SHALL BE N ACCORDANCE TO M~ACRFE" kMTALLATNON RMTP=TIONS WERE arCN RMTRYCTION6 ARE MORE STPOMM GARAGE DOOR (BUCK ATTACHMENT 4r..� IIY.M1. ra L�1 I'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR 44 X4' MIN, ItLV CURE THRU FRAME 4 TEND I-Y4 INTO BLOCK %' TAPCONS N. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN S' OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (00 NOT EXCEED 49 DOOR JAMB TO BLOCK +3/4 OR +5/4 E MA A 1T) BLACK +3 4 OR +5 4 = N.T . 2X4,m SECURE TO BLOCK W/ V TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 0149 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6:= SECURE TO BL W/J-%- TAPCONWMN. BANK SIZE .145 MIN. HEAD SIZOADO MIN. EMBEDMENT I Y49 WITHIN 6' OF EACH END 4 8• cm IS' O.C. MAX SPACING. 1f• DRYWALL 2X&: El I'X4' OR DO' P.T. NAILER SECURE TO BLOCK W/2.v711T=ACW C:ASINW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4) TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS' O.G. MAX SPACING. NOTE, 8141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-1 2- i1 11LNDOR TO BLOCK +1-1 " SC.ALE, KTA. 2X4= SECURE TO BLOCK W/ )1b' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' Or -MAX SPACING. MUST BE ON OUTSIDE 4 2X64= SECURED THROUGH SECURE BLOCK W/2-a1(i' NON-STRUCTURAL V.- V.- TAPCONS MIN (MIN. SHANK SIZE .145 INTO EMBEDMENT INTO BLCX:K EM15ED MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT 1 Y4) DRYWALL WITHIN VOF EACH END 4 18' Or -MAX SPACING. X4' OR VX2' P.T. NAILER 2XS4 SECURE TO BLOCK W/2- J(e' 09J5. X 4' MIN. TAPCOJS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER UT14N W OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM A$ NEEDED TO PLU 15 JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +i-1%1¢" ^_ LE. N..D. BLOCK +1-15/18 ���E= N.Tb. 2X4,m SECURE TO BLOCK W/ W6- TAPCONS (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN S• OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W/J-V NON-STRUCTURAL Il(.' TAPCONB TAPCON MIN. I Y4 (MIN. SHANK SIZE." EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 S- cm WITHIN 8. OF EACH END 4 JS• DRYWALL IS' O.G. MAX SPACING. 2XD� ❑ I-X2• P.T. NAILER BLOGC W/!-i(4(MIN. CASINGSE�SO rllX41R SHANK SIZE J45 MIN. HEAD SIZE 300 JAMS OR WINDOW MIN. EMBEDMENT 1Y4) H TO 2X PER WITHIN 8' OF EACH END 4 MA)ILFACTUREB DETAILS. 16' O.C. MAX SPACING NOTE, 8141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO D RLND w TO H[OCKK+2Z114}" SCALE, T . 2X4= SEA�STO BLOCK W/ (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN S' OF EACH END 4 NOTE: STRUCTURAL 2X 18. O.C. MAX BPACNG. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SE�STO BLOCK W/J-'NON-STRUCTURAL TAPCON MIN. 1 Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 . CMU MIN. EMBEDMENT 1 Y49 ' DRYWALL WITHIN 8' OF EACH END 4 IS' OHO. MAX SPACING. •X4' OR PX2' P.T. NAILER 2X&o SEA BLOCK W/2-%' (MIN. DOOR CASING ( SHAWL SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS' OZ. MAX SPACING. MANUFACTURES DETAILS. wm 4,�1 r.so ro ru�s+rs too wor ossA•, DOOR JAMB TO BLACK +3" t?N 11DiD0W TO BLOCK +3" "' SCALE, N.T.S. 2X4= SECURE TO BLOCK W/ V&' TAPOONS (MIN. 814AW SIZE AS MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X ID'Or- MAX SPACING. MUST BE ON OUTSIDE 4 2Xb,m SECURED THROUGH SECURE TO BLOCK Uk-2- ' NON-STRUCTURAL V TAPCONWMN. SHANK SIZE TAPCON MN. I Y4 J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 e. cm WITHIN 8' OF EACH END • DRYWALL IB' OG. MAX SPACING 2XS,m X4. OR i'X2' P.t. NAILER TO BLOCK WR-Vo-TRLICTURAL 2X BECRETOSECURE TAPCONB(MIN. SHMK SIZE145 MBER kTTACW K2X2d UT14N 8' OF EACH MIN. HEAD SIZE 300ND 4 6' TO 8' O.C. MAX MIN. EMBEDMENT 149OOR CASINGWITHIN 8' OF EACH END 4OOR JAMB OR WINDOW 18' O.C. MAX SPACING TO 2X PER MANUFACTURES DETAILS. NOTE, 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" F +" R.T.G. 2X4= SECURE TO BLOCK WN4 TAPCONBIMN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE, STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.G. MAX SPACING. SECURED THROUGH 2X&, NON-STRUCTURAL Ilb' SECURE TO BLOCK WA-1/4' TAPCON MIN. 1-4- TAPCONWMN. SWANK SIZE EMBEDMENT INTO BLOCK .145 MN. HEAD SIZE 900 - cm MKS MBEDMENT I Y4) DRYWALL WITHIN W OF EACH END 4 18' Or- MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2XDm � SECURE TO BLOCK WA-1/4' Y.' OJS.B X 4' MIN. TAPCONSNK (MIR SHASIZE .146 DOOR C ABING MIN. HEAD SIZE 300 MIhKL EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END • ATTACH TO 2X PER b' O.C. MAX SPACING. MANUFACTURES DETAILS. NOI4, YM N lip ro rules 4as tDo Mot OCmi�') DOOR JAMB TO BLOCK +3-7/18' %1 RWDOR TO BLOCK +3-7/18' E= NT . 2X4= SECURE TO BLOCK U TAPO" (MN. SHANK SIZE J48 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' EACH END 4 NOTE: 8TRIJGTURAL 2X 18' O MAX 8PACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/1-1/4' NON-STRUCTURAL Il(r' TAPCOHS TAPCON MIK 1-Y4 (MIN. SHANK SIZE AS EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MN. EMBEDMENT I )4) 8' CM WITHIN 8' OF EACH END 4 DRYWALL 18' O.C. MAX SPACING. ❑ VX4' OR I'X2' P.T. NAILER 2XSm SECURE TO BLOCK WA-1/4' P.T. X 4' MIN. TAPCONS CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DMENT 149 MIN EMBE7 DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 TTACHI TO 2X PER IS' O.G. MAX SPACNG. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PL.UM15 JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BIDCK +3 3/4" R CK +3 3 4' H SCALE, "LT . 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL32750 PH:407-774-6078 FAX: 407-7744078 ""Abdeslgngroup.com AA M: 0003325 C R b C BUDDEv 4. EAT SILVERADO LOT #27 BLK #18 PLROJECT# 04128.002-27181 MODEEt 4EBB "1828—CALL" OAEI AGZ BNMG: RIGHT PAGE: DETAILS 150 MPH EXP. B DRDFT ATUM 06/09/20 SCALE: 1/4"=1'-0" BFEEST D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) - EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 23872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOODCONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 F8CR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 22/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL 15353.1 MI WINDOWS& DOORS WINDOWS MULLIONS 2017 FBCR 12/31/2020 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 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 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 FL7006.4 IKO SHINGLES 30YEAR 2017F8CR 9/6/2021 FL 158.1 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: 06/05/2020 144i N. RONALD REAGAN BL} LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.abdosigngroup.com L AA N: 0003325 C ORM a. R.OT. SILVERADO LOT #27 BLK #18 Pl jz=Tfp 04128.002-27181 MODJOLe 4EBB "1828-CALI" OARAGM SMIK is RIGHT PAGO PRODUCT APPROVAL LISTING 150 MPH ESP. B A. A NO D 06/09/20 sCAIM 1/4"=1'-0" s>t�sT D3 PI®-ORED CONTROL JONf PLN4bE OF CONTROL JOKM M UXRW TIED TO LATH • 1' = MAX (VENT.). NQat DO NOT PAOTM CONTROL JONT TO WALL EVEN IF STUD EXISTS MYOND B)CEPT STAPLES, W( S,!'C COMAY OR N LJJ>R TO TEMP • DINOM SISTA.LATIOI —� FAS,TENERe TO GE S,PACED-� • l' OF. nAX veRncALIY / / _ — •` •` \ P ! COAT CWlM4T \� W LAYER 4. FORTPtM R / BUILOM PAPER APPROVED METAL LATH FAAS r-(VENT.) UM LAYER -1, STUCCO URAP WOOD SHEAT14M LATM SMALL NOT -- -- - M 0"lt UOUS ••Tor r•Tov TMtt7UON CONTROL \ ' JO" MT OMALL BE STOPPED AHD TIED AT EACH WON. PER ASTM CIES,3 PROVIDE 2X4 191.00CINS 1.1014 PLACED RAT MAX W TO a' \\ FROM CONTROL JONT 04EN NOTEL L PAGT@ERS FOR LATH TO M NAILS OR / CONTROL JONT FALLS, ON i arR1OR!!AL STW STAPLES, N CQ71aI.IANCE Uv ASTM CI061 2. WRE TIES TO DE (NO. Ia! 00415' UUM / !. ALOQCN6 SMOM MAY BE N ADDITICI# \ TO WALL STUDS RECURRED PER ILA( / OLr'OLD INYW .R.A O L PT. A NY4O . .A L CAL4M • ler. a P. ORIAN • Pr. C OWN" PDCPOO— OW loan CVELAP E, 1 SXTOD W. ovL II •1EATH41 PEC-14/1CALLT PA&M a• Or— MAX (3'A L FOLD 149e10 • R. A LCPKAtr . Pr.. FOLD . 4r • ® L!U'L®NMIO aPr.A a.OMAN aFLr a CNMAM . Pr. C ♦ FOLD Fr. C OVER Fr. a TILL Pr.O TOW04M r 0 aDTTa, "-"10° aMTEt TI•Mr GOAL POLO. pQ tmcw. j' TI4&3 COAT CE•lE4T PLASTER atw+A w•: COAT CMIM PLAT" (cap UM LATER 7. PORTPOM DULONQ PAPER epmam mLY) WRS, LAYER -L STUCCO IUNpirpmeorm OILY) bKm APPROVED DUILDlIb UNUAF SMALL 0E LAPPED A MINIMUM OF ♦' • VERrICAL LAPS, (ROLL ENDS,) A W • HORIZONTAL LAPS,. ALL 6EA'E NEED TO ISE TAPED WIT14 POWOM 6WAT14MM TAPE � r MM LAP. MrTAL I.ATN \\ N( X X X-•� LATH VERTICAL LAP TO DE P PETAL LATH I am LAYER -L STIJOOO WRAP UM LAYER 7, PORTPIMM / I �AUILDNG PAPER 2 ScaiLE.I1R'PI'•a NOTE, SIDE LAM OF METAL PLASTER BASES SMALL M WOWED TO FRAMM ME'IDLIM THEY SMALL M TIED MTWEEN SUPPORTS WITL4 0041111 (171-FI'T) UNPE AT NTERVALS, NOT MORE THAN a' (22S-M1A AS PER ASTM Clip 1JAL QK I C KO U T "REPAIR OF TEARS DETAIL IN UM LAYERS, TEARS MAY DC PATCHED 11110140USE ~ TAPE PER MANE. SPEC. OR PEEL 4 111 e�IrA�LrPQIx�, PL},NtnL •TOP I �Q� ItE.Pil101'! a�O`iY,E p\�\\v, I\ 1V•UW.LRAOr4! i KKX malleable (tN OSTAL) �lL Y4,.e TpNT GOAL (r.0 Q! 41oLOnt UQ.II�.Od let 0e "`TAT a rto" cp laow . Us" M1Eo.r:r" WRAP fill OW-AC+L40 ! MlPNNt E K A0MN6 (COMPATIDLE W( NOIEE Utl4! MATERIAL) OVER 4%4' SELF-APWMN ! ME'lRAPE FLAM411q OVER APPROVED MOU6E E64P. CUT AND OVERLAP ONE SIDE PLA&AMSELF-ADW RNO MEMBRANE MC OYEILAP O►E SIDE OF Qr=�� �R SI p7�p �f�—QR p tMid(! COAT CEP04T >tGlEF YSJ�L FLASH PLASTER Um LAYPJt -L lRAP PETAL LATH UM LAYER R. PORTU-IOER UM LA AL LATER 4. PORTPIEER ULW DUV6 PAPER BILILDU4f! PAPER PETAL LAW URA LAYER 01, a'xr' SELF-AD{EItM PE'ERA►E 671.1000 TRAP PLASHM OVER 4h4' SELF -ADM OUP4 PWIDRAE WALL FASTENERS (CLIPS,, RASNNO OVER APPROVED WOOD bm"TMNf! STRAPS,. STAPLES) AS 2-Als—RAaNFIa, NO" I~ mouuYD TO SECINE: PLmMlIGr To R-JR@ND aline PIFc PIPE( On TO gRIAMUYa 6 MEMBRANE[ RASE W OVER APPROVED PLAS OVER lOV NOOSE YtUM. TO EXTEND ONTO POPE WOOD SHEATHING OR CM WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) T THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) -METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER angle/( A I SCREED Z 5'X5' 'L' TYPE CONTINUOUS E Z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT 'G WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. %' COAT. READ OF SEALANT MTALL APPROVED MOUOMWAP AR MLTRATION BARRIER OVER SMEATMND BLASTCMERIC COATN6 OVER 6rJ000/ GV. FNEN (SEE TYP WALL SBTIORU SECTION PE_N SECTION.M Exterior use 0 pordand cement plaster shall comply with tiha application rec,Amn—te of ASTM C 926.12A. Installation of exterlo' lathing "harning shellgEMWM ASTM C 1063-12A. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — — — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO SELF—ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 W W W.Bbd•signgroup.com AA S: 0003325 J r i o Clilt sVO�IV. At LOT•. SILVERADO LOT #27 BLK #18 pmawT# 0412 0 2-27181 UDIDM. 4EBB "1828—CALI" GARAGs BMWO: RIGHT PAG)O: WALL ASSEMBLY DETAILS 150 MPH EXP. B A. ���r D 06/09/20 8CALM 1/4'=1'-0" sSmom WA1 BACKER ROD BACKER ROD WIRE, LAYER 1, ®Turrn WRAP INSTALL 6. SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(b) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEryANCE OF FL.A8HING TO BE, I. t30TTOM. 2. 81DE8..3. TOP PENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDE& ONLY. SEALANT 16 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY 6EALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, A' CAULKING a JOINT ALL AROUND PER SECTION R703.7 Elderlor lathing and *Owing 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. HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 7, FORTIFIBER BUILDING PAPER WOOD 61-EATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIRBER — — — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-02I, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' -� F� PIPE THROUGH / WALL 1 6' SELF ADHESIVE- K-46HING (INSTALL PER MANUP. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD y\ VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING N APPROVED HOLISEWRAP FOR BOX INSTALLATION WRB LAYER 1, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELCW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA1 EDGE APPLY E-Z OVER 60 MI GRADE '0' FELT-PROVII SEALANT AT JOINTS AND INTERSEGTIC STEP 01 STEP #3 WOOD SHEATHING LAYER 1, STUCCO WRAP LAYER 7, POWIP15ER BUILDNG PAPER METAL LATH WOOD 1 TEXTURED C4"TRlGTION _FINISH S FASTEN TO WOOD STRUCTURAL MEMBER • I'Or— MAX S' cm 1 �6' T V tW_- AL . W 111117E STRIP SELF y; ADNMYE FLASNNo, CLEAN MASONRY BEFORE APPLYING l/ FMISFI . nneoNRr HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER 1, STUCCO WRAP C 7 77 CUT 'X' INTO SELF-ADHERNGmx: MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 1 STEF *2 WRB LAYER 1, STUCCO WRAP APPLY 60 MN SEMBRANE GRADE 'D' FELT FLASHING MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOU6EWRAP MIS LAYER 4, FORTIFIBER BUILDING PAPER STEF *4 ELASTOMERIG COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEF 05 STEP No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH: 407-774$078 FAX: 407-7744078 wwwAbdesi8ngroup.eom AA 8: 0003325 �aR till c °a a nu a.XAaY SILVERADO LOT #27 BLK #18 0 12 002-2718 aEoame 4EBB "1828-CALI" GARAGM OVUM - RIGHT PAGEh 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 I �.:- ' -ADHESI k 2 1/2' ,k CORNER BEAD (FASTENER 4 SPACING 0 l' O.C.) 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: 407-7744078 www.abdestgngroup.com AA 0: 0003326 !;IXE aysn:v ee Lo7t SILVERADO LOT #27 BLK #18 0 12 001-27181 �[ODmLe 4EBB "1828-CALI" QAnA0Z WWWO: RIGHT PAGX: WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINACsE PLANE IWRB LAYER "I, STUCCO WRAP) WRB LAYER "2 IFORTIFIBER — • — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO UR7'OD CONETNGTION - CCTQO V UIOOD DHQATMRI6 maAtweR Reslerne enR�aeR a ��I�E918TIVQ � \ �./ / \ uvR.Al�FIMd��� � f �� j �tl4��asTIVE STARTER STItlr / \ \ '` WC4TFlR REMSTIVE OARRIER "! `\ � �--ADMERM6 \ � � — — � eoLw rcraL GALw reTAL � •r rLASI+Rn •r N.A6NN6 � Y.• x a• et�x er�r� dOD TRR1 MO'1GER � � � �� �� / \ / ��RM�R \� �, SEAL oAr / OIt 4TROVED lE.4LANT :: SIDING TO STUCCO ® HLOCK TO FRAME � n n TRANSITION 1441 N. RONALD REAOIW BLVD. LONOWOOD,FL32760 PH: 407-7746078 FAX 407-774.4076 wwwabdeslgngroup.com AA #: 0003326 e $ � a��� av�iv is Los: SILVERADO LOT #27 BLK #18 rao�r 04128.00 —27181 1[ODaL 4EBB "1828—CALI" awiewaa swu�a: RIGHT rasa: WALL ASSEMBLY DETAILS 150 MPH EXP. B ar � oa/oe/zo esisaa� WA4 \`\ 2x6 5UB-BANb W/I'x4' NOTCH � END, WRAPPED IN PEEL t STICK DRIP EDGE `P\ I\ l/8' TEXTURED I \ FINISH •WOOD I \ i/2' TEXTURED � \\ FINISH � GMU � \ \ METAL FASCIA \\ WRAP Ye' FROM \ STUCCO, I' FROM \\ WOOD WALL \ �• \ EXTERIOR WALL \ CFRAME OR GMU) \\ - \ V8' TF�C1lNiED FMIBN � UIOOD, FMIBH � CMU x METAL LATFI x x x x x x x x" METAL FASCIA WRAP � UIOOD BHEATHMG x x x x x x OR CMU x x x x i. :� WRB LATER �I, x x STUCCO WRAPfFRAME ONLY) x x x x x x x x x x x x — UlRD LAYER 4, FCRTIFIBER x x x x x x x x x x x x x � � - __ 9UILDMG PAPER !FRAME ONLY) x x x x x x x x x x x x x � FRAME OR GMU sxb eue eallo tt1 � ROOFMG 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 x CREFERENGE POINT ©p I I �N � ONLY. FOR WALL OFF ^ x SET OF COMPONENTS) `� NOTE: NOTCH FOR 2X6 \\ �� SUB BAND ONLY ROOF KICK OUT REMOVED `�\ \\ FOR CLARITY � \ ROOF DECK CBEYOND) ` DRIP EDGE, I' OFF WALL - �lNOT INTO STUCCO) �� \ ®ELEY,4TION ®I=� r�N �, — �i/8' TEXTURED FINISH � WOOD, I/2' TEXTURED �/ FINISH � GMU —2x6 SUB -BAND W/I'x4' NOTCH � END, WRAPPED IN PEEL � STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRU55 TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRU55 W/IZd NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/U�'x4' NOTGI-i g END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMUJ SUB BAND DETAIL ® WALL 3• 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 I 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 fL x x x x x ,C7��O�x x ._. SUB BAND DETAIL ® WALL W/KICK— OUT METAL FLASHING, WRAPPED MIN. Yi ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/U4'x4' NOTCI-I � END, WRAPPED IN PEEL :STICK •ROOF CEMENT � ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/114'x4' NOTCH END, WRAPPED IN PEEL a STICK •ROOF CEMENT � ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD, LONOW000, FL 82760 aN:ao7a7aso7s FAX 407-7744078 vwxw.abdeslgngroup.com AA r: 000a32s � gg. � a '�'` � Q i 3 a��� svaDiv ae roa: SILVERADO LOT #27 BLK #18 0 1�28 0 -27 81 was:. 4EBB "1828—CALI" aw>fewas swn�a: RIGHT PAO� WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B nA� 08/09/20 s�sr WAS W.A. 28'-8' 3'4' --FM-12 —--- 72X 1 — — FM-12X78.------� OR 17 4' CONC. SLAB p $¢ w I J a +-3 1/2 LF-24X24 10 . 1.1 r 1 FM-12X18 EXTEND 1.1 SLAB 1 12' � I I �I I $P FSLAB f� N I . I '7I I. I I� I. I Ii I •I I I i I 1 4' PVC o CHASE �•1 TE-1 �- — . I I I *51/2 17'-8' 7I m m NI o �I 1 -EXTE 1 SLAB1D 1/2' 2 (4 CON[. �( m FM-12X78 �_ 1• ( SLAB x a. wl ( *-3 1/2 *-712 7 m L t' FM-12X18 1_ 0 FMC-12X18 FM-12X18 FMC-12X18 4 4 10'-2" 3'-10' 21'-4' 14'-0' 4'-4' 39'-8" 4" CONC. SLAB D TY Op OF 1 SLAB 3'-8' FOUNDATION PLAN SCALE: 1/4' = 1'-W FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +44. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +44, SEE SURVEY PLOT FOR NGVD. S. 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. 11.01NDICATED #5 BAR, MINDICATES #6 BAR,■NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30', #6 =38'), 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. 630-131ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, USING: F'm = 1,500 PSI, TYPE'M' OR'S' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-W O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 61h EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS IM Vil-.1.4 OVER GENERAL 3 1/2' 8 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. RT LONG TE-1 8' 10' 0 FM-12x12 12' CONTINUOUS 12" -(2)# s +0'-0' FM-12x18 12' CONTINUOUS 18' - (2) #Vs (+)0'-0' FM•18x18 18' CONTINUOUS 18, - s +0'-0' FMC-12x18 12' CONTINUOUS 18' - s VARIES 24 24' s d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdosigngroup.com AA #: 0003325 1 a • V SUSIDIV. As L*Til SILVERADO LOT #27 BLK #18 PROJWT# 04128.002-27181 MODRLa 4EBB "1828—CALI" CA11AOR >'JlnNG: RIGHT PAOIC: FOUNDATION PLAN 150 MPH EXP. B �1 DRINT 'I A ZI 06/09/20 SCALE: 1/4"=1'-0" sPIEET s1 30' MIN. EACH WAY MONOLITHIC FOOTING y 2 STEEL REINFORCING IN GROUTED d_ f STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND •• {� p 4. CELL SEE PLAN FOR SIZE AND 0. O SPACING REQUIREMENTS - v._ ..: •. 0 SPACING REQUIREMENTS � � .(� �I� GARAGE DOOR Lu w L, Yam.. I♦ I � RECESS � p, � �. FM g 0- Z 8' CMU WALL O cn 8' CMU WALL .. I , p /� CORNER BARS, SAME SIZE AS BAR w Lu 6• O m rd-0'� IN FOUNDATION WITH 30' LEG EACH w U Mtn +-0'-0' ,J1 WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB TOP OF SLAB .. 'I SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR ° ° SEE SLAB SCHEDULE - - VARI S ,I�?. I '' MASONRY UNITE SET e EXT. PORCH SLAS °,.. BAR SIZE 48 BAR DIA. 4' CHAMFER (I -STORY) EXT. PORCH SLAB SEE SLAB SCHEDULE` TOP OF GARAGE a. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE %=p. AT ELEV: W/ 1/Y ISOLATKN JOINT (WHERE 6' CHAMFER (2-STORY) p3 18' M4 24' W/ 1/2• ISOLATION 4' CHAMFER (I -STORY) °� 6' CHAMFER (2-STORY) APPLICABLE) Z SEE SCHEDULE NS 30' JOINT (WHERE. • • EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WXD, BAR SIZE a48T APPLICABLE) Z 4 FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST M AND BAR QUANTITY 42, AND BAR QUANTITY NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34'=,'-° 2 GARAGE BDALE:34'="°' 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4'=1'-O' SCALE: 3/4'=V-0' LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN. OF 48' --�� AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4' 0!C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4' O/C STM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL WI PLAN ul ' 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2' CAPPED y NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE SECURED W! 2- PART SPACING. SINGLE STM. PLATE 1/2'x9' WEDGE ANCHOR W/2' STM. PLATE TO BE PT. WIFLANGE @BASE o_ EPDXY. MIN. EMBED TO BE PT. PROVIDE DEL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO d 8" UNO PLATE EPDXY 5.1/2' EMBED. MIN. @ 16' OC SLAB WItOd MASONRY p 0 FOLLOW ALL MANF, 31MPSON SPH4 OR SPHB MAX4/F NAIL 16' O/C STAGGERED. m W ¢ SPECIFICATIONS FOR to BTM AND TOP PLATE ADDITIONAL METAL SECURE FLANGE TO SLAB W/(4) 1/4' X 2 1/4' _ USE AND !- PREPARATION OF O HOLE. ANCHORS W/ 10tl z 1 1!2' COMMON NAILS FILL ALL O CONNECTORS NOT REQUIRED WHEN NO 1n UPLIFT IS PRESENT. TAPCONS w ¢ HOLES, DO NOT USE 10d W w -� 8Q0 x 3' ¢ SEE SLAB SCHEDULE a ¢ SEE SLAB SCHEDULE a TOP OF SLAB40: TOP OF SLAB a 4• CHAMFER (1-STORY) •: "�� 8'CHAMFER(2STORY) 4�-� .,�-;--° . EQ. EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY SCALE: 3/4'=1'-°• MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL o INTERIOR CURB FOUNDATION WOOD WALL 6 SCALE:&4'=1'-0' (W/UPLIFT) 8 SCALE: 3/4'=1'-0' (NO UPLIFT) SCALE: 3/4'=1'-0' LAP TOP PLATE A MIN, OF 48' AND NAIL W/ led COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING i WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE O L BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BTPLATE TO . SLAB W/10d MASONRY NAIL I= Q W m 16' O/C STAGGERED. ADDITIONAL METAL U zi a CONNECTORS NOT ¢O coe' CMU WALL REQUIRED WHEN . UPLIFT IS PRESENT. ? +- 0'-0' , POURED LINTEL CONT. (TYP.) �' 8' CMU FILLED CELL (TYP.) ��a" TOP OF SLAB SEE SLAB SCHEDULE .I° 2X WALL FRAMING SEE SLAB SCHEDULE 1/2' DIA. SIMPSON STB2 BOLTS 5' t 0'- • Z Z — ♦ MINIMUM EMBEDMENT INTO TOP OF SLAB c 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 T FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION 9 SCALE:34'=1'-0' (NO UPLIFT) 10 SCALE: 314'=1'-0' 1 1 1 SCALE: 314'=1'-W 1441 N. RONAL.D REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 wwwAbdosigngroup.com L AA $: 0003328 R k t I EtMDIV & LOT: SILVERADO LOT #27 BLK #18 PROJZCT 04128.00 -27181 MODMIA 4EBB "1828-CALI" GARAGE BVnNG: RIGHT PAGE: DETAILS %150 MPH EXP. B D � 08/09/20 SCALE: 1/4"=1'-0" s21mmT S1.1A DOWEL PLAN SCALE: 1/4' = 1'-0' �1 N. RONALD REAGAN Bl LONGWOOD,FL32760 PH: 407.7746078 FAX; 407-774-0078 www.abdasigngroup.com AA tl: 0003326 1 �a� 8 � a r� ������ 9���� a ��� W:Q aysa:v ae LOT: SILVERADO LOT #27 BLK #18 PROJlCT 04128.00�-27181 >toasrl 4EBB "1828—CALI" awRr►as awnia: RIGHT PAdE: DOWEL PLAN 150 MPH EXP. B AN NO D � 08/09/20 BiiSaT s1.� TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK GROUTED BOND BEAM -- VARIES PER ELEV. Z d � °' , • '°�.. N ,I ° 5 a 0 CLEAN OUT REQUIRED Q .1� FOR INSPECTION m a I ' '� � � �� I � � TIETlERTICAI REBAR e • � - TO HORIZONTAL �, �o,:' REBAR W/ 10' HOOK ' .�. BAR SIZE 43 BAR DIA. Z� #3 18' g O #4 24' � U #5 30' 716 36' #� ar HORIZONTAWERTICAL � REINFORCING SCALE: 3/4'=1'-0' Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS ¢� mW U �� ¢O to � Z B' CMU WALL M+- 0'-0' +- 0'-0' TOP OF SLAB ° � TOP OF SLAB SEE SLAB SCHEDULE Z LL¢1 -° a ' EXT. PORCH 3LA6 BAR SIZE 48 BAR DIA. � > ° 4' CHAMFER (iSTORI� #3 18' M U � + � � �. ° W/ t/2' ISOLATION 8' CHAMFER (2STORY) JOINT (YJHERE � � 7F4 24' ° �y APPLICABLE) Z � MATCH STEEL #5 �• 6' PVC CHASE � REINFORCEMENT #g 36' PER SCHEDULE 8' PVC CHASE THRU FOOTING THRU FOOTING .- #7 42' MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR�UANTITY PVC CHASE �1 THRU FOOTING A SCALE: 3�4'=7 b' #5 BARS ..a CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH: 40T-7748078 FAX 407-774A078 www.abdesigngroup.com AAiF.0003328 $t. � ���� ������ 4 a��� sVSDIV. dt LOT: SILVERADO LOT #27 BLK #18 P1tOJl.CT� 04128.002-27181 8[ODEL: 4EHB "1828—CALI" awiewcsa awtr7a: RIGHT pwoa: DETAILS 150 MPH B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (41. 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' ° x 2 7/8' LONG, WRH WASHER 0 16.O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-0% FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RaMM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S - TOP OF SLAB ABBREVIATIONS E.E. - EACH END, O/C =ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psO W�, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bx8 (1)35 WA 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 I SAFE UPLIFT LOADS FOR 8- PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT CIM 4-- SAFPL OAD 04 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6lA 000 MIN 0`110 w1248 wises IFI&IN W*a ~a now' Ms-„ w" worn gum ~11 TYPE LENGTH am on RCMflI TYPE LENGTH eei1T 10Sf wlr,7 NnBT wtrrt I wiser eloan I wNO2r noe-tr wwv n3str I sm¢r e1•r1r I won rd (4T) PRECAST 2231 30M 27n stM 11a am Mm ,om 8'd (427 PRECAST 1025 7024 Im7d (42') PRECAST ,1M =MM 1 4Me RMe 0132 1 7001 Mel 4e06 na IW en4 MN Ito 10 MIe 301e 43e eta am tool 4•4„ (4B') PRECAST t866 21ol 2151 MM 41m Mn ms Ma 4W (4e') PRECAST 7� 703 13BY 4'-0' (467 PRECAST 1- Mm 2010 Mn 41m OM aim 210 4101 6113 7847 Sao 10304 /10 IM2 22a 3010 On am On am 4•d (64') PRECAST 76" 1= 21m sm 3m we 5= =4 4'd P149 PRECAST 882 661 1079 4'd (�9 PRECAST IM7 Me 9m7 Mm 400 m1 0' 21M ale 0113 7ee7 eat 1ma Ito I3V me 9m 33m 4a3 mi Om. (84� PRECAST 1217 1346 ,m Io 20 e1M MM 42e B 4• (647 PRECAST 411 411 746 W-C (64-) PRECAST Iola 171 227a MM aM 3M1 41M 1= 3010 01e 70/7 101127- me Ills 20' M21 aM am 41a2 9-iP (70'J PRECAST to62 71m lin Im 2= Me an $m 8-17 (70') PRECAST 910 89B btb a-t0' (76•) PRECAST o 1 MM MR MM 413e Mal = aM 7/M 71e1 0/ aM I. MM MM wor MM 410 bid. PRECAST 101 2In sm MN 3707 43D am 616' PRE(�'AB'i 607 72t 480 6'd (7B') PRECAST o law.. MM as I= 2177 240 oI ass m m ,4n Imes 32M 2m 3M/ via Td mn PRECAST 743 mw Im Ma = Mw 31m Me rd (9a') PRECAST 424 534 303 rd (M PRECAST m , , My ao 1ai 17A Ma MM 1a, se7 0472 R7 12a ,es MM 2m nu 3m Od• t1 PRECAST ( 554 = 1m INN 2M4 MIN 21e MO 9�4' (17r) PRECAST 326 512 MID 8•d' (t12� PRECAST aol me 11 mm lot 2fa 210 m Ise /ee MM 2e/ e= M1 = 13+e ,sa teM 22M an' Iad (1 PRECAST 476 6M m 1247 MIN 2777 21M 2a1 tad (126) PRECAST 284 407 180 tad• (128') PRECAST Mw ou nM I= Me6 27M 47a 'm m IIM "m Im 2m6 MIN It'd (i3d1 PRECAST eel = se I= we sm PIN 4a/ 114• (1387 PRECAST 260 462 164 /1L' flab') PRECAST 4t4 am o ton 1m = oe ww teal am 31V 40 4M o t In2 lea ale 21M ird (144-) PRECAST 337 ale an 12" ,Me sp 2m MO 17d (144� PRECAST 244 402 137 1rd (144� PRECAST 4m 40 70 m ,1 to = WIN wee ee4 21M MIN a= am 2m M. ,o amb 134• (18D•) PRECAST 286 m m em I4M Iw Me Mu try' (18a) PRECAST 217 324 110 ISW (n0) PRECAST 4n M. a07 m o 1 ,MD m m Ian um ,m we Mo 4L 4e0 70 In1 w, Isar 14'd ( ') PRECAST r7 m m 1= 131 ISO? 21V 2m 14'd (188') PRECAST 206 203 100 IN-V (IfIn PRECAST Mt am m 7M eM Ino 4a m wm ,m Ion sM 9m 4M m 717 mn tm PRESTRESSED (IM PRESTRE8 N.R.m M 1m m m m Nit m 194r (17e') PRE NR 264 81 IWr (IM PRESTRESSED MO 2e 314 30 Om m a2 wo m I Vol m 1131 I7w m nm 1= 2Me MIT 2H2 19I• (184) PROITRESSED NR m m m m m m m t6'd (164� PREBT RR 268 83 low (18P) PRE817S68� 3M 2m 3" 3111 41' ale eA o m Mt 104, 1m 4n 710 1M0 Im>ON 2m W3 1r4• (208•) PIY8TRE86® N.R M^ �« eM m m trd (208•) PRE8IREIM N.R 104 84 1rd'. (2M PRESTRESSED tm to sa Me o = Ot 7a eM m tm m o ale o IMe to on 2XF n4' ( PRE8TRE66® N.R. m m m m m m m 11Y4' Mn PRESTRESSED NR 14S 62 19j' Mn FRF&1 1C ,M = m 3e 4M 4a = 6A a" ea 747 12n pM 4" m ,on wM Is" 1718 21'4- P NR m m m m m m M 2t•d• mr PREB1� N.R.126 42 21'-• Wn PRESIR� 'a 10 n4 M2 M7 M3 M = 480 m o o Me ,m ,m 340 = se ttu I= /4M 2rd ae•') PREFTI ED NR m "A m m m m m 2r4r 001 PRE NR 116 40 2rd (7641 PRESTO In In m M1 a3 = 0 ale = m _ tM 316 6M 7a fa7 I= 13M 28d gin PRLBT NR e1 NR M m m m m 2fd (266') PR�IRE88® NR w s9 24•0 Wn Pt ' m Im = M7 M' 3a 40 A 4e MPA = Mail M7 Us m 9m 4m eM W 1012 12M (e)THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (0) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM'BAFE LOAD TABLES• BY CASTCRETE MAY 2016 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECFICATIDNS -PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE E: 16-0126.03 L---- m----- L--_—------ i L-------------- A ----- m----m ---j LIFT BEAM PLAN SCALE: 1/4' = V-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-774-4078 wwwabdesWw9=P.com Il AA S: 0003325 tip$ i $ t aVHD2V. as w7il SILVERADO LOT #27 BLK #18 PROMOT 04128.001-27181 UODSL: 4EBB "1828-CALI" GARAGM STaNO: RIGHT PAIR: LIFT BEAM PLAN AND NOTES 150 MH EVE AA NO 1 acALR: 1/4_=1'-0- 1 s2 k5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ IO' HOOK k5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4'=1'-0' PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. P P��PO ,Q F = FILLED W/ GROUT U = UNFILLED SI 'X,o 8F16-1T/1 NOMINAL—� QP HEIGHT k OF k5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -1 Tn MVOB INDICATES A DOUBLE BOND BEAM AND XF%%- iTAMVOB INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEER'S INTENT AND XUXX -1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED WINDOW —Ai ' PRE -CAST +3 14' WINDOW a' SILL Z a SLOPE m NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE k5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) k5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A k5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LIND COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 1 S' DEEP. k OF k5'S, IN 2ND BOND BEAM COURSE 7—B k51S, BOTTOM PLACED IN LINTEL TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SCALE: 1 1/2'=1'•0' BOND BEAM BOND * 8 1k6 TYP. B'x18' jp BOND BEAM !; 8x18 DBL, BOND TOP OF BEAM W/ (1) k5 BAR BOND BEAM EACH COURSE SXB BOND BEAM TOP OF W/ (1) #5 BARI BOND BEAM GROUT SOLID FROMTOP LINTEL TO TOP OF BOOF OPENING BEAM, IF FILLED LINTSEE NOTE 5 Sx8 PRE -CAST CONCRLINTEL W/ (1) k5 BAR (LENGTH OF BAR= WI MASONRY OPENING-2' BEAM DESIGNATION OR8X8 PRE -CAST CONCLINTEL,W/OSTEEL (LTO PLAN FOR LOCATIme .. PRECAST HEADER(MIN) 2X4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') e' FROM EACH END AND 1S. O.C. MAX. MIN 1-1/4' EMBEDMENT 2X6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SRE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' 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/ Iw O.C. MAX. MIN 1.1/4' MIN. 2-12d PER BLK. EA. END EMBEDMENT OSB SHEATHING WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3/4'=1'-O' 1 SINGLE k5 CORNER BAR, 30ED UP OR TURNED DOWN INTO STEEL REINF. OF x30 TURN FILLED CELL BOND. BEAM PROVIDE k5 BAR STEEL REINF. OF AT EACH SIDE OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdoeigngmup.com L AA N: 0003325 as t 2 C sal mmmmw 9UDDIV. Aa LOT: SILVERADO LOT #27 BLK #18 PmJmcT* 04128.002-27181 MODZI A 4EBB "1828-CALI" DA %Aaa SWMG: RIGHT PAGZ: DETAILS %150 H EXF FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/Y HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ i Dd 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. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. 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 AOCTUATED FASTENER, ZF 72 PSS36, .177' ° x 2 7/8' LONG, WITH WASHER ® 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN. 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3, TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN, FRAMING PLAN SCALE: 1/4' = V-0' 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoslgngroup.com L AA 8: 0003325 6 aUDDIV ae LOT SILVERADO LOT #27 BLK #18 PROJECT 04128.001-27181 MOaErr 4EBB "1828-CALI" GARAGE 81FMC: RIGHT PAGE: FRAMING PLAN 150 AW E B A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 e NAILS TO TRUSS B-(2) SIMPSON HETA18 TRUSS ANCHOR WITH (12) 18d x 1 }' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)18d X 3 J' NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 18d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON 'ROOFAVALL/FLOOR HTSM20 W/1010d TO SHEATHING TRUSS AND (4) 1/4' x 2 114' FASTENER SCHEDULE' TITEN 2 ANCHORS TO CONT POURED LINTEL NOTE: APT 3YP M2 2' x E 01900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON - 8', 8' x 4'-0' MAV BE ADDED OPPOSITE FACES OF PREENG TRUSS WI 10d NAILS, 2 ROWS, 3' BLOCK WALL W/10 10d TO OIC TO FACILITATE ONE ADDITIONAL PLY MAX. TO TRUSS AND (4) 1/4' x 2 1l4' TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. CONT POURED LINTEL ENGINEERED WOOD TRUSSES O 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:2385 LBS, L:1430 LEIS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) is lb 1c TYPICAL TRUSS/ GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 20 BLOCKING BETWEEN BRACE W/ (3) 12d O EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-O' O.C. (AT SHEATHING 0'-0- TO 30'-0- (1)'X' BRACE SEAMS) 30'-1' TO 80'-0 (3) -X- BRACE SECURE 2x8 PT. PLATE (1)'X- BRACE O CENTER TO BLK W/ 1/2' DIA. (2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, 1-1(2) STRENGTH EPDXY 8' SEE ARCHITECTURAL MIN. EMBED. AT 32' OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ 10d's O EACH TRUSS TO BE INSTALLED O 43 t(Yb' O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:34'=1'-0' 0 NOTCH DEPTH 1/4'D HOLE EDGE >5/8' �<OLE DIAMETER 2/5'D SQL. STUD OUTER 1/3 OF SPAN ONLY EDGE>5/8' BTM. E \� I I I �c PLATE 3/5'D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 i/Y=1'A' 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 HIOA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F7 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4'=1'-O' TITEN 2 ANCHORS MIN. 2' COVER & 2' APART REPAIR OF MULTIPLE 03SCALE MISPLACED EMBEDDED TRUSS ANCHOR : 3/4'=1'-0' 1441 N. RONALD REAGANJIBLVWDLONGWOOD,FL3275PH: 407-7748078 FAX: 407-7744076 www.abdeWgngmup.c AA A: 0003325 M is R W> 0 BUDDIV ae LOT: SILVERADO LOT #27 BLK #18 PIEOJECT* 04128.002-27181 MODEIe 4EBB "1828-CAU" GARAGE XIFMO: RIGHT PAGE: DETAILS 150 MPH Qlk B pluNT 'I DATO 06/09/20 SCALE: 1/4"=1'-0" EPMET S3.1A PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT O PRE-ENG'D WOOD OOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING Q s:.... VERIFY SECURE 2xe PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2' DIA. ANCHOR BOLT W/ 2- WASHER SET IN HIGH STRENGTH EPDXY W MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12B9 8' O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's 0 EACH TRUSS TO BE INSTALLED 0 1V-O' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL o O SCALE: 3/4'=1'-O' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774.4078 wwwAbdoeigngroup.com AA M: 0003325 A �aa� � I I'L L: avaDm 49 Lo1`. SILVERADO LOT #27 BLK #18 04128.002-27181 MODZU 4EBB "1828—CALI" aARAaa 93M MO: RIGHT PAQZ: DETAILS 150 APH E B DA a; 06/09/20 acALM 1/4"=V-0" aHm CT S3.1B 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 N0.2 SYP DIAL. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d O EA. 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0' TO 30'-0- (1)'X' BRACE 30--1- TO 60'-0 (3)'X' BRACE PRE-ENG GABLE TRUSS (1)'X' BRACE O CENTER (2)'X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUS-E FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE �— 'ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTK)N PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES O 24- O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12' O/C AND APPROVAL SECURED W/ (2) 12d's O MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END_PRE-EN&D TRUSS 1 W/ HIP RETURN 3OALE �'°''"°' PRE-ENGINEERED VALLEY TRUSS CONNECTION G SCALE: N.T.S. JUN .r/ 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 4OT-7744078 FAX: 407-7744078 www.ebdesigngroup.00m AA N: 0003325 �p i t C L J, mm aUBDIV. 1e LOT: SILVERADO LOT #27 BLK #18 P1toimcT* 04128.002-27181 HODZU 4EBB "1828-CALI" GARAOS OWWO: RIGHT PAGE: DETAILS 150 MPH . B DABLE-fN0 ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PEP (27.98) ZONE 3 = 33'53 PSF (43.53) 'A'- W-O' END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:'B' RISK CATAGORY: H APPLICABLE INTERNAL PRESSURE COEFFICIENT+ 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' O.S.B. OR 1/2' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH Sd 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 O 4' O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR, SHANK Sd RING SHANK, 2 1/2' 0.120' 170,000 Amr- (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 1/2' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESA-1539 EXTERIOR SHEATHING USE 1/2' COX OR 7116' O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS 0 4' O.C. TOP & BOTTOM EDGES . J 2 Z O . w Y Z cQy7 0 Z . Z O z _ 3 Z LU Q W _ (L to Z� a ro TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER AT TRUSS meaucxru.. _ ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING CI'd RING SHANK GUN NAILS 6 W O.C. IN FIELD \ Sd RING SHANK GUN NAILS O 12- O.C. IN FIELD oT 8d x 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS O 12' 0.& FIELD J\ I YP. 314' 1 &G SULS-HLLJV H UL(:KING GLULU I U ALL tAPV3tU MtMbtHb GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORMTO ASTMC33. MUOWIMAOOPEGA7E Siff SHALL BE 31C. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE 8%AIR ENTRAINED EXPOSPO TO EARTH OR WEATHER WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT CONCRETE NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF, ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC.R 2017, ft EDITION �pOLpg®EDGES OF CONCRETE ARE TO BE CHALFBiE0314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE GAOL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UPDERALL SlAB6-0ONWHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb .1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 630.13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7.10 AND AISC SPECIFICATIONS DRAW =. BEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE ELASTICITY . 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATEDTO RETENTION LEVELS OF 0.26 POP OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: 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 POF FOR DOT OR MORE. NAILS, SPOKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTOW 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 PECS 2017, 881 EDITION. SEE NAILING SCHEDULE ON PLANS, TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP 112. 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 ORTIE-DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al86. GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-01 OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS. I 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. SHALL ANTRA A815 GRADE IN CONCRETE DEFORMED BARD, SHALL 8E A815 A D SHALL MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GREBARRADE A IN A GRADE 80 IN MASONRY DEFORMED BARS, FREE FgOM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE A UST A 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 TPINVTCA SCSI V ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pd AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD UPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METALFLATE-CONNECTED 20 pd TOP CHORD-namcoDcummt REVIEW' TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 26' XB BAR - 38' WOOD TRUSSES. 10 pd BTM CHORD-mrvooncurreM X5 BAR - 30' X7 BAH - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 38' x 3W 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 A58.1-1982. 15 pd TOP CHORD 20 pd TOP CHORD (7 pd w/ ASPHALT SHINGLES) pd w/ No GYPCRE7E) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL 8E INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. tO pd BTM CHORD 6 5 pd STM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: toed MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Pd Wes' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL, STAIRS LIVE LOAD 40 pd WIND: DEAD LOAD MPH 3- SECOND OUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PUNS ARE TO BE USED AS A GUIDE FOR BEARING (NICE FBCSPER2017) EXPOSURE B, RISK CATEGORY Ip INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10IT UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE::40p HABITABLE ATTICS AND ATTICS SERVED WITH FIXED BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: GUARDS AND HANDRAILS: GUARD MPON NTT: PASSENGER COMPONENTS: WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL OFILL VEHICLE GARAGES: SOpd, ROOMS OTHER THAN SLEEPING ROOM: 40pd, SLEEPING ROOMS: 30pd, STAIRS: AGE N SLEEPING ROOMS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pd 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 S30/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm - 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASIDE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pd, FOOTING TYPE 'M' OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUS -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96%OF THE SHALL BE Sr THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1657. 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 SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GE04ECHNICAL 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 BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,5W PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON•GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 6' STRUCTURAL TERRACE SLAB. CONTRACTOR SHALT. SLEW PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MB( PRIOR TO CONCRETE PLACEMENT. CONCRETE SLLW SHALL NOT DLCEED SH- PRIOR TO THE ADDITION OF PLASTICIMi. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI361 AND ASTM C44 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAM2EDWHEN CONCRETE IS BATCHED. THE MAXNAAI TIME ALLOWED FRDMWHffN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED SO MINUTES. IF FOR ANY REASON THERE ISA 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 COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER RESAR SHALL BE AS FOLLOWS: A 3• FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUODATKONSj: B. FOR CONCRETE EXPOSE) TO EARTH AHANR WEATHER 1-1R'FOR IbAND 9MAUER YFOR OSANDLARGER C. FORCONCRETE NOT E7D'09ED TO WEATHER 3W FOR SUBS, WALLS AND J018TS 1.1/Y FOR BEAAND COL UMN LUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy . 38 kd FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-600, GRADE B, Py .46 W. STRUCTURAL PIPE SHALL BE ASTM-63, GRADE S. TYPE E OR S, Fy . 35 kW. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL OTHER BOLTS SHALL BE ASTM A326-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APRIGTxIN epE TYPE 9PACM0 RELIARK9 APPLICAT1011 8� TYPE 9PACWD REMAf1f8 1x2PTFURRINGTO ENEDCOK �� GARAGE I=A BUCK IM'DM. TAPCON MASONRY �� II?EMBED., e'ENDOLST, M 90NRV/CGNC. I1?LOIN/. TO NA9WRVFONC. NO WA911ER fA9TENER ?EpGE DIRT. E BGON. XT.000RB CAGE HARDENED CCE Y'Ox: WNxxwI,ODONfABTENEO GARAGE DOOR BUCK 12'OW. WI K'EMBEp., e'ENO DIBT., p tz T,BEENOTEe IUILi 1I.-.4TAGGERED IMOIMWNRY,CONC. TO MOBONRVOONC, W ARIER EXPANBpN BOLT 2l'QC .'EDGE D.T. wNDow atuL cAMT H.ROENEocoIL woc wxulow'mooPrfASTENEo METAL sraw To CONTACT THIS ENGINEER FOR SPACING : PT. BEE NpTEe NMLI1?LONG. STAGGERED I-MAsoNRr.coNc. MA90NRY1CONC. REQUIREMENTS EXT, -N.DOOR (2120e'DM. TAFCOH 1121'EYBEp, e'EID. NOIFBEANNO WOOD i?' EXPANSKKi A'EMBEp. K'END BUCK91 T,SEE NDTEe NO WASTER FRB- le'OA: DIBT., 11?EDGED• WALL TO CONC. BIAS W/WABHER BOLT MOO DIBT.,YEOGE DIRT 2X PT WINDOWICI BB'PAf w219' •QC D44T.12 PT T04T EOOL., 6£E U,iWI WASHER STAGGERED A EEOGED-,t NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP 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 e. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPOONS OR PAP TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdealgngroup.Dom AA N: 0003325 J h O � t Q u • yw mV 4 m $UNDIV. Ae LOT. SILVERADO LOT #27 BLK #18 PROdL'CT# 04128.002-27181 UODZU 4EBB "1828-CALI" GAVA0Z EiTIIINCk RIGHT PAGffi: DETAILS 150 MPH EXP. B � 3z0 S� r �ZS �\� v 3`'S � I>.3A