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HomeMy WebLinkAbout7103 Boxer Round Pl99 1499-4EWB-FREEPOR'.F 99 Ifvk p evpw m� ����` 'yyQCOOS' v d E�}R� �V1G®It pE, L S �>�CFt1DA 10 Cp Np�lO�°L� OF ZEP��R�i�LE t�R �A GEE HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 T®I: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .VWMDA HIIUMN CODE, I., ABV. ABOVE LAV. LAVATORY DATE DIISCRUMON DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 I TEL: (813) 740-9720 eTII EDPIiON (foi'� -ALL LOCAL OD STATE CODES .00CUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB — •YIN. INTERIOR FDiLSEf CLASS B • BASIC WDID SPEED - Vult=150 MPH vnaa=ull MPH A/C A ALT. AMP. BD. CL GAB. cLR. CLR. CONC. CPT. C.T. AIR CONDITIONING ADJUSTABLE ALTERNATE BOARDAMPERAGE BOARD CABINETENTER LINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE MUM. M.C. PR. MIN. M.T. MTD. MIL. N.C. O.C. PL P.B. PH. LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL SCALE ON CENTER ON CENTER PROPERTY LINE PUSHBUTTON PHONE mug ADDED LEDL04TO*KITCHENABATI °orlB ARCHITECTURAL SHEET DESCRIPTION Obl1IA3 ADDED AM PATIO OPTION PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2A-ELEVATION "A" OlAB/5 ADDED STONE OPTION OBR2A9 REN!!ED DOORS AT LAIfIDRY CL08ET FRCM ry 2'•0' TO (2) a'-4• OB%2A9 RE AND DOOR AT 01PER'S WALK-IN MMT FROM 2'-B• TO 2'•e' FAX: (813) 740-9715 • EXPOSURE •I -STORY RESIDENCE •Z-STORY RESIDENCE — $ _ - YAX. HEIGHT AS PER LOCAL D. DO. D.G. DIM. DRYER DOUBLE DUAL GLAZED DIAMETER PLY. PLYWD. PR P.T. PLATE PLYWOOD PAIR PRESSURE TREATED PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN AND STATE CODES DIM. DISP. DP. DR. D.S. DTL. D.W. FA. FLEV. EQ. EXH. EXT. F.G./FX. F.G. FIN. FLR FLUOR. DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT R.RISER RAD. RAG. REF, RM. R.O. S.C. SD. S.H. SHT. SHTHG. SHWR SIM. SL. SL. GL. STD. SwS RISER RADIUS RETURN AIRGRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL 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 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.H. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. I SQ.FT. CALL. S LIVNC• 1,4W SQ. FT. GARAGE 3B5 sat FT. ENTW 11 Sa FT. TOTAL I1w5 Ga I.T. 840 PATIO SO 15a PT. LONGWOOD, FLORIDA 32750 FIG. FOOTING CH TEMP. SECTION TE PEREDGLASS PG WA6-WALL ASSEMBLY DETAILS Tel: (407) 774-6078 GAR. DISP GARBAGE DISPOSAL T.O.C. TOP THICK Fax: (407) 774-4078 G.F.I. GL. GYP. BD. H.B. H.C. HDR. GROUND -FAULT CIRCUIT GLASS INTERRUPTER GLASS GYPSUM BOARD HOSE RIB HOLLOW CORE HEADER T.O.P. T.O.S. U.N. U.N.O. V.P. W. TOP OF PLATE TOP OF AB TYPICAL UNLESS NOTED OTHERWISE VAPORPROOF WASHER STRUCTURAL SHEET DESCRIPTION PG Si -FOUNDATION PLAN DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER HOT. OR INT. HEIGHT SULATION INTERIOR w�. WOW. wIo"'oD WINDOW PG SI AA -DETAILS THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. W/H W.I. WATER HEATER WROUGHT IRON PG S1.2-DOWEL PLAN IF ANY ASPECT OF THE CONSTRUCTION (AS PG S1.2A-DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2-UFT BEAM PLAN AND NOTES IN NEED OF FURTHER DETAIIJNG OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S2.1A-DETAILS DRAINING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3-FRAMING PLAN PG S3.1A-DETAILS CLARIFICATION. PG S3.1H-DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'e IN WRrr=/DRAWN FORMS IN A TIMELY PG SN1-DETAILS MANNER. AB DESIGN GROUP TAKES NO RESPONSIBB ITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 PH: 407-7748078 FAX 407-7744078 www abdesigngroup.com L AA #: 0003325 A I aUHDIV. & LOT: SILVERADO LOT #12 BLK #18 PROJECT,/ 04128.002-12181 MODEL: 4EWB "1499-FREEPORT" GARAGE SWING: LEFT PAGE: COVER SHEET 150 MPH EXP. B Ka1 •. - "M D E: 10/09/19 SCALE: 1/4"=1'-0" SHEET C1 GENERAL NOTES WE WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). Rh EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3, ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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 CLEAR OF GRANULAR FILL. PLACE IN B' THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WALL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 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 %rINCH GYPSUM BOARD OR EQUIVALENT. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF Y- D' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER i. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING t. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2, WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/." PVC (SCHEDULE 40), INSULATED WITH'/i AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. S. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FRRSM 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 & ASTMS1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-1 to & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -1 to AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN Bl LONGWOOD, FL 327W PH: 407-7746078 FAX: 407-774.4078 www.abdosigngroup.com L AA #: 0003325 Q i i BUDDIV. & MI RN SILVERADO LOT #12 BLK #18 PROJECT 04128.00-12181 MODELa 4EWB "1499-FREEPORT" OARAGE BwING: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B AFK*ITE=- STATE OF FLOFIDA .� � G FAX AM A. AB000H4CRA AFT NO 98M aw10/09/19 BCALJS: 1/4"=1'-0" s*m= Illk GN AA'-01- alttttttllo olEttttttttttttOtl'o o�ttttttttttl'o - ollttllo P•_� 0 L cJ o -� - � • wo 0 j a, _ • Q 0 - O of - o � A� ff ollo N7!iPo a 'Ittttpttttllo: =- - oItttttttttllo I FLOOR PLAN SCALES 1/4' " 1'-0' EXTERIOR MASONRY WALL EIRG. W1014TS SQ.FT. CALL. 9 8® LIVING 1,498 SQ. FT. GARAGE 365 50. FT. ENTRY 11 6a FT. EXTERIOR MASONRY TOTAL 1,935 SQ. FT. WALL ISRG. HEIGHTS DKIS PATIO 80 8Q FT. 8'-8' EIRGJ. CWQNl3BAD0 ADDW=UM= IM TIID Erom POBs Ron GIram OPetDe 811WE 2DIE 11010"WD" mwm ADTRE POOPAIIE MIN. WINDOW IV 5 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR MIN. CRITERIA SGD. MIN 41 5 231-29 CRITERIA 16010 0140. 112 5 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 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CIXM DATE a TOP PLATE 0 M BAR DETAIL A SCALE. 1/2'.I'-0' NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH 817E PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL 15E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THIOKNESB, SOLID ORHONEYCOMC-CORE STEEL DOOR$ NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MIPgJTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-774-4078 '. www.abdesigngroup.com l AA#:0003325 C # SvsDly As LOT SILVERADO LOT #12 BLK #18 PROJECT# 04128.002-12181 MODEU 4EWB "1499-FREEPORT" GARAGE 9TfMG: LEFT PAGE: FLOOR PLAN It 150 MPH EXAR B DA 10/09/19 KCAL E: 1/4"=1'-O" SHEET Al 12'x24' FTFFON BRACKET OR 12 EQUIVALENT �9 b' BIAND ® GOAGH LIGH 0O®® a 0 0 oo --- -- -- - ----'—'—' FRONT ELEVATION SCALE, 1/4 R I'-0' TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS FFER FBCR M03A S'-O' BEG. NCaT.s •/-Ib'-4' BLDG. HGT. !1c2N4U: 4' EMBED I I BAND 18'x63' DECO. SHUTTER I� I_ ,,m'-mom FIN. FLR. W-0' ERG. FKsT.,, I' II 0'-C' FIN. FLR. , _ I OFF RIDGE RIDGE VENT OFF RIDGE VENT AREA OF ATM = ]IRE SQ. FT. NET FREEVENTIIATION AREA REQUIRED REQIAREDVENTHATIONAREA = IIBR /3RR 6.93 Vffi TION AREA%SQ. —ES FER FT.(1") M4 SO, IN. MIN. REQUIRED VENTRATION .5X M4 IN UPPER PORTION OF ATM 4993 M.IN. OFFRIDGEVENTHATIONAREA = 115 SQ. IN. PER VENT ®9i /115 TOTAIROFVENTSREQUIRED = a30D9) TOTASROFVENTSPROVIMD = 5 T -AREAOF ATTICHE PERINIITEROFTHE HOUSE, IMSTHEOVERHANG EXIFNIOROFWALLIS TO EXTERIOR OF WALL NOOVEPI FIGS IN OFF RIDGE VENT FMM ME ,ills -- a -- -- -- mmi REAR ELEVATION SCALE, 1/4 • I'-0' TEXTURED FINISH - r-ro- Y'-b' I I i0 0'-0' FIN. FLR, I I 4'----------------___---- _—_—_—_—_—_—_------------ LEFT ELEVATION SCALE, 1/4 R I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT _ � B'-0� BRC'• NC'T• -0' 0'-0' FIN. FLR F-1 I -b® I rw II I I _A0'-0' FIN. FLR RIGHT ELEVATION SCALE, 1/4 R I'-0' TEXTURED FINISH oV-0' FIN. FLR 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7744W78 FAX 407-7744078 wwwmbdFsigngroup.com AA k: 0003325 t. T a AM tpi 8 � K MM F'StMEIM ac LOT: SILVERADO LOT #12 BLK #18 PROJECT 04128.00-12181 MODZU 4EWB "1499-FREEPORT" GARAGE HT#MG: LEFT PAGE: ELEVATION FF A11 150 MPH EXP. B DAi'E:UNT 10/09/19 eICAtM: 1/4"=1'-0" SKEET A2A ELECTRICAL LEGEND SYMOM DEFINITION NOTES Osv OUTLET 20 A! I NISLE PPE IIOV OUTLET IIOv OUTLET v4TO OP WR® SWOTCUTLET M O T 'WW OULET E FALLI INTSMI•IR (TAMPER IRSETANT 1TPa) 220,r ounAT ru WTs CONNECTION_ OP WIT IwTER•ROOP O nsT ORaND MLLT NRIw#•Ide SWTCM SWTCM 3-WAY OPER 64 OWTCM 4-WAY OPER WALL MOUNTED LENT CEILING LIGI7T © LED CLG LK.I4T O VAPOR PROM LIENT ORECq D CAN MALL SCQCE PRO-~ eVENT- PAN I CM PM GQ ". VENT. FIN RN.ItWf I all PER e0. R. V PD[N! rePaae Tao ISM OULOM RRAP ® NROLNp AMINO (REL ) ~ r L FNTJ ARCM 2' FLUDPMMCDU 4' N.ER LIOIESC pl--� W-�—vl CO V TRACK LIGHT PANEL METER O S.D. ERCa DETECTOR BATT. sAIOK r W-Maj m r YET lam) W41 MOWED e'KTa DETECTOR DATT. NIGU • W(,y ® GM"1 CommS�+O DE7ECTOA Q' INIER�-CL71EGW SNAIL TE A DRTANCE OP NOT LE" TtEN 4' FROM WALL PIMANT LKM47 f jV TLL@{gE JACK Er.O NI CT{R D"CONEDT rsa ALALK TAM AIR CONDITIONING DRCONECT 1•HN TELavISION JACK BCr POMWOP O J-DO)r TO EE SLPPORIED N ACCORDANCE UV BOX MARKED AS OUW FM CELINIS am Im CALM PA 4 MW TO M SIA•F401RItD N ACCOIDANL7 aV BO.t I4AIWD AS 61104 POR �nnn u• NUNDEB4R LENT GTE Apt %• NCAMUSGER LENT &1RNP ennn�nnnn 4v LOW tTRP RtiDDD LISIR OR. SECURITY 14MTAD • PAL PIEN-EYRO4 FM CHM use Pt2Rr • LOCATION OF TV JACKS 4 PHOW OUTLETS 4 PANS TO BE VEMBO • NONEOUNIR PRE-CONSTM=ION MBETNG • ALL E a 20 AMP BRANCN CIRCUTS TO BE AID FAULT PROTECT® PER ELECTRICAL PROVISIONS ar IBM •TH EDRIa4 r2OY1) .NEC JIBE 2Eu EDITIa1 • 20 AMP DEDICATED LAUNDRY CIMUIT. • GR P ISLAND (NOT ON K11101M CIRCWT) • D16WWAGNM ONWOfEW TO Be LOCKOUT N PANEL • BATHROOM E)SUNST PAN TO NAVE MN. CAPACITY OF SE CM NTERIFTTMC PER ELECTRICAL PIt"61010 OF SECTION "W., FBCR ATY ED1T1[f1 r2Er12 • LAUNDRY ROOM RECEPTACLE SMALL B! GiROIM FAULT CRC)IT-MEROE•TER PROTECTION POR PERSONNEL ON FEEDERS • WIRING FETNOD MALL W NON METALLIC CABLE PER ELECTRICAL PROVISONS OF FBOR ITN ED 01111U • ALL WOW TO COMPLY WITH ELECTRICAL PROVISIONS Q• M PBCR iTM ED (2ANTE . ALL 12 Lell e, EY dLLDER AND f 4MfENlItlT BVIf-IBR TYPE P[R M ENEEGY CONaERV nrw2m %AdEAi ENTIAL ERE.=Y COACH LIC#NT ELECTRICAL PLAN SCALE, 1/4' a I'-m' W P Panel MAIN - A PANEL: 8/16 wp crt breaker VOLTAGE: 120124OV-1 Ph MAIN: 150 Amp M.C.B FEEDER: 341 Cu TFM & 1- 06 Cu (G) in 1 10C. OR 3-#2D AL TFM 4 & 1-#6 Cu (G) in 1 112u C. Wiry Pot. Ni MSNpaon I W.M I OruA I OV' ""a .r Mlption Ba Pds WIry 812 1 M Etlrir. R. W.1,II GFl Nor TU3 1210 i 2 Spro. 02 2 ID mon Pump 1000 a 4 1 span. 5 S 5304 A/C C.U: 1 35 2 R sww 7 e PANEL - A PANEL: 42 crt breaker VOLTAGE: 1201240 V -1 Ph MAW: 150 Amp M.L.O. FEEDER: 341 Cu TMNN & 1- #6 Cu (G) in 1 1/2" C. OR 3-#210 AL TMNN & i-#6 Cu (G) in 1 W" C. P.I. w M.aH w ua arwK CI'.wt waft M..N - W Pds M. 1 ID Smil Appll 1500 1 2 8000 R." ID 2 OB 1 ID Mlor—a I Hood GFI 1830 3 4 1 20 SmWI AWII—. 1500 5 a 46M water H.N.r 25 2 010 1 ID — 1500 7 e F 1 ID qN Rro Iadse AFCI 1900 0 10 122] gspa.l GFI ID 1 012 1 ID B•h (4FIR 1210 11 /2 i80D gakxWrGFI ID1 ii2 1 15 F r I Hd I Bad.$2 d SY Bdh#2 AFCI " 13 14 500D Dyr GFI 30 2 010 1 15 LMI Room, LrW LI .AFCI900 15 18 1 15 K4ohn, Pr.ry,dgN LIpN. AFC 9W 17 18 1900 WnM GFI ID 1 012 04 1 1 1 16 ISOd=AFCI e00 19 1 M 1D00 G.ry.Daur Cp.nr GFI ID 1 012 M2 1 ID L—dry / a.d N / D. AFp 1210 21 M 12O Garage E;,1— Us d Rwtphdw AFCI ID 1 012 6 1 23 1 M BOD Oaaf.—.AFCI 15 1 1 014 Spans 25 1 26 Sm OvmYs Bdhroom AFp 15 1 014 Sao. 27 ID Sp.o. .. s 20 30 4000 M9glm ooNw. Try ID 1 012 pro. 31 32 Span. Spa.. >3 74 Spro. Slaw• 35 38 Sp.ro s 37 38 Spro. #8 2 38 A/C AHO1 11Wr 5 KVA da4% 9525 M 4D sp.. 4/ 421 Isp— I Load miam to dm" Motor aiod.liuns I In. lam 2a/W Lo.tl .uq.d to drn.M ietor oakd.ama/IM. Dernand FactiorCalculaftirry -- ABBREVIATIONS: MCI; ARC FAULT CIRCUIT NTERRUPTER NC: NONCONCIDENT LOAD M: GROUND FAULT NTERRUPTER T,W Iaa "I.d to d.mrldad. a2700 ' Firyt ID0(10 vwls at 100% 10000 R—IIIn —. t40% 10080 TdN A/C load 10Ra LOAD CALCULATION Is BASED ON AIC NON -COINCIDENT LOAD Total C—ted L.ced WWI, 33aDB Td.I An•pa (wns / 240,vM) Gen•raR�_han & meptack Load Td,1 A/C S osry FM 1499 GsLi. R nar.i & Rw 3 W 18R. . 449T • 1 at65W/Li htat100% 65 Taw GomW U01ft a Rro (Wdis) 4562 Olds# twc Tat.I Math G—W Ua & R. P. W A 1 91 5074562 I I I I L 1 I = I LED LIGHTING @ SINGLE LAV. CU.NER'S BATH 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A. ELECTIMCAL MATERAL6 AND N&TALLATIONS SMALL r:OF�I-Y UAT14 ELECTRICAL PROVISIONS OF TFE EDITION [2EM). DES LOCAL CO, AND ALL LOCAL POUER COMPANY IIIE-HIM YE'.NITS. Q ALL CONDUCTORS, SMALL BE TYPE TMNWTHUN UNLESS NOTED OTNERWM. 1•cum COTPA TRANSFORMER I'-3' I'-3' �\\ I I i L I LED LIGHTING (a? SINGLE LAV. BATH 2 PROVIDE 34/0 CU, THLN . PS CU IN 2' CONDUIT OR 3 410 AL, TMWN . w CU N 2• CONDUIT. [CONDUIT TO TEIR'INATE MOVE BCPPIT • OVERI4ANGJ C40MNATION SERVICE DISCONNECT SWTCM AND M ELECTRIC METER N NEMA 3R ENCLOSURE BEAlJP TELEPHONE enmvca Ll Ll CABLE TELEVISION 04TRAMM GERNCE ONTRN410E EOWR'QIT MWIPME4T INTERSYSTEM BONCING TEIRINAL AT LOW VOLTAGE CONNECTIONS PROVIDE eE AMP. DO4490 VOLT, I PHASE SECONDARY I V C! SERVICE CROWD CONNECTED TO ELECTRICAL SERVICE PROVIDE 3 1 COPPE R (WIN CONCRETE ENCASED INDICTER STEEL R 1.14" DIA SCFEDULE 10 PVC CONDUIT OR PROVIDE 3 ELECTRICAL PROV ISIONS OF THE � U IN ALUMINUM TA2" CFR•T DIA S"Be PVC EDITION [2E1'll CONDUT ULESS SERVICE b PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WCT TH THE ELERIC r.I..IAX S PT LONG COPPER CLAD GRaim ROD COMPANY PRIOR TO BID. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com AA S: 0003325 b � 6 j —LLL.) >!UNDM Ae LOEEwT. SILVERADO LOT #12 BLK #18 PROJECT#L 04128.002-12181 11IODEIt 4EWB "1499—FREEPORT" GARAGE 9WING: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B DATE: 10/09/19 DCALE: 1/4"=1'-0" BHEET E1 PLUMBING PLAN SCALE, 1/4 • P-V' .r/ 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngrouP.wm AA B: 0003328 4 f 5 BtmDrv. dg LOT: SILVERADO LOT #12 BLK #18 PROJECT* 04128.002-12181 MODEL 4EWB "1499-FREEPORT" GARAGE 8rIMC: LEFT PAGE: PLUMBING PLAN 150 MPH EXP. B DATE: 10/09/19 BCALE: 1/4"=1'-0" eJIMET P1 2X4 TOP PLATE PRE-FAB TRUSS 112' CLG. BOARD V2' DRYWALL 2X4 WOOD STUDS *24' o.c. SLAB PIN. PLR NUTS: 0-FUDfl IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL (NON—BRG.) D l SCALE. 3/4'.I'•C' 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2a, PIPE THROUGH BOND BEAM D1 SCALE:3/4'.1'-o, S LM t �c eLxv. rcw aw LM rGYP. LIMP. aoo sex 2B GAS LINE THRU BLACK suu. w•.r-r In- lw=4 2 COAT —\ rcmm �400TiTiL�4�� CIIII.I. As pm yi ♦♦rj r7r �j�jr �♦'� �i itili�iTiTi���i�i�i' _ �. WWD JAMS PM By P1,41P. BY o"41m FN"TwAm TO © ' 'JAMBS �� FIBERGLASS SHINGLES 2x BLOCKING BETWEEN TRUSSES OVER W FELT PAPER OR PER STRUCTURAL DETAILS FIBERGLASS SHINGLES SYNTHETIC PRODUCT, OVER LA FELT PAPER INSTALLED PER SECTION FIBERGLASS SHINGLES FIBERGLASS SHINGLES OR SYNTHETIC R905.1.1 ON i, OS.D. OVER s30 FELT PAPER OVER FELT PAPER OR OR SYNTHETIC PRODUCT, METALLED SHEATHING OR }' CDX SYNTHETIC PRODUCT, PRODUCT, INSTALLED PER SECTION R90511 PLYWOOD SECURED PER INSTALLED 11 i ED PER SECTION PER SECTION R9mDA ON J' Oha SHEATHING FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS SHEATHING OR 3' CDX ON I}' 0.8.15. SHEATHNG 5/8' GYPSUM BOA OR;' COX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER OR }' COX PLYWOOD oR 1/2' HIGH SECURED PER I' 0' FASTENER SCHEDULE SECURED PER STRENGTH CLG. FASTENER SCHEDULE TYP. TYP. FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE O.H. PRE-ENG LLD TRI86 OBI. MTL. DRIP EDGE STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER IF ELEYATION8 ELEVAT10N8 CONT. 2x RAT RUN SECURED PER SEE ENERGY CODE FORMS FO PRE-'� INSULATION R-VALUES PRE's TRUSS VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT MTL. DRIP EDGE �� STRUCTURAL MTL. DRIP EDGE INSULATION R-EIRGY VALUES FOR PER ELEVATION PRE-ENG. GABLE TRUSS PRE•ENG. LADLE TRUSS I'-m• WEEP SCREED PER ELEVATION WEEP SCREED 2x FASCIA PER TYP 2x FASCIA PER z it ELEVATIONS OJ4. ELEVATIONS 2x P.T. SECURED PER 5/S' GYPSUM BOARD OR 1/1' 2x P.T. SECURED PER VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS WINDOW ATTACHMENT �AS PER MANU°AGTUREB SPECIFICATIONS R-4.1 INSULATION 1/2' THICK, 2 COAT REFERENCE WINDOW ATTACHMENT AS PER TER CZMENAR-LIEDT STRUCTURAL MANUFACTURES SPECIFICATIONS DIRECTLY TO MASONRY RENCE Ix2 P.T. PURRING STRUCTURAL STRIPS 0 24. O.C. 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING 1/2' THICK, 2 COAT PORTLAND e' Cal CEMENT PLASTER APPLIED 1R' C. THICK, 2 GOAT GYP. U24' Oj. CEMENT PLASTER APPLIED 1/2, GYP. ILL. DD. DIRECTLY TO MASONRYCEMENT WOOD ��L. Cm DIRECTLY TO MASONRY WOOD BASE PPLLAS R APPL APPLIED DIRECTLY TO MASONRY ®'-0' FIN. PLR — 0'-0' FIN. FLR 0'•0' FIN. FLR. _ 0'-0' FIN. FLR m. o, U . a n W/ WINDOW OPENING TYP. WALL SECTION (i1 W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE: " " NO OPENING PER SECTION 5M.1.1 - FOR ROOF 4)1—STORY HIP BLOCK WALL (( )LAAER�UNDOERLAYMESS NTSYSTEM 5 1—STORY GABLE BLOCK WALL D1 IS REQUIRED. FOR ROOF SLOPES D1 SCALE. 3/4'-1'-O• OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA k: 0003325 f ti 04 IF >lUBDIV. ac SAT SILVERADO LOT #12 BLK #18 PROJECT* 04128.002-12181 MODEIa 4EWB "1499—FREEPORT" GARAGE 81rDdG: LEFT PAGE: DETAILS 150 MPH EXP. B ARCHmart STATE OF FLORbA D � 10/09/la BCA=: 1/4"=1'-0" BiIEET D1 91 !LATE 2 ON FLAT TO ELK eV CUT NALS. MDES: 2X6 GARAGE Dose lbC WV (5) ® )S'XO' A -COLTS 4' WIDM 11NT MIK Iw VX2'XIL U064 R AND NIT SPACED EVENLY FROM !L FROOK TO GAIRAGL DOOR mm N JOINTS PROIe TO FILLING. 1-2XS Pr BLOM • CENTER OF ® DOOR HlADER UIKUIpXs' J-BOLTS 4' ENIBEDM@R UV 2W-W WA"R AND NIT. ® tm L IM IN ACCORDANCE TO f m r M~ACTUPIP" MSTALLATION MSTRWCTIONS WANEIE SUCH MCTRJCTI" ARE MORE STRINGENT GARAGE DOOR `BUCK ATTACHMENT eeAu, v -- B' CMU 1f' DRYWALL I'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR %'X4' MIN. SECURE THRJ FRAME 4 EXTEND 1-Y4 INTO BLOCK W/ a(&' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +8/4 1RNDOM TO BLACK +3/4 OR +8/4 " SCALE, N.T.S. 2X4,m SECURE TO BLOCK W/ Y(L' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8. OF EACH END 4 18' O.C. MAX SPACING. 2X6,m SECURE TO DL W/J-Vo- TAPCONS(MIN. DANK SIZE 145 MIN. HEAD SIZE MIN. EMBEDMENT I Y4) WITHIN W OF EACH END 4 B• CM 18' OZ. MAX SPACING. ^ )J' DRYWALL 2X&, ' F VX4' OR VX2' P.T. NAILER SECURE TO BLOCK W/2-%. u OOR CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 30.0 ADOOR JAMB ORTTAAC44 TO 2X�I O W W MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS' OZ. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAM TO BLACK +1-1 2' WNDOW TO BLACK +1-1 " " SCALE, KT . 2X4m SECURE TO BLOCK W/ Vo' TAPCONS (MIN. SHANK SIZE 14b MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN V OF EACH END 4 �� STRUCTURAL 2X IVOC. MAX SPACING MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/J-%' NON-STRUCTURAL V.- TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .146 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , CMU MN. EMBEDMENT I Y4) • DRYWALL WITHIN V OF EACH END I'X4' OR I'X2' P.T. NAILER I8' O.C. MAX SPACING. 2X&m SECURE TO BLOCK W/J-%, )(R,' CAB. X 4' MIN. TAPC40NO MIN. SHANK 81ZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MM. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IV O.C. MAX SPACING. NOTE, SHfM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') DOOR JAMB TO BLOCK +1-1%/lf" n 1DND011 TO BLACK +1-18/16 " SCALE, IILTIS. 2X4,m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J4S MN. HEAD SIZE 300 MIN. EMBEDMENT IY4) WITHIN V OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xb,m SECURED THROUGH SECURE TO BLOCK W12-74' NON-STRUCTURAL V&' TAPCONS TAPCON MIN. I Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN W OF EACH END 4 K' DRYWALL IB' O.C. MAX 9PACMG. 2X8mo I'X4' OR 1'X2' P.T. NAILER SECURE BLOCK W/2-%' CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I ' TTACH TO 2X PER WITHIN V OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUNK JAMB (DO NOT EXCEED Y4 ) DOOR n 111NDOl�f TO HIACKK+22114x• SCALE, N.T.S. 2X4m SECURE TO BLOCK W/ Vr' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 0149 WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X OL. MAX SPACING. M OT BE ON OUTSIDE 4 2X bm SECURED THROUGH NCN-STRUCTURAL e(.' SERE BI OCK W/2-�1(►'TAPCOV S MIN. I-V (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • Cm MIN. EMBEDMENT 1 Y49 1S ' DRYWALL WITHIN B' EACH END • 18' O:G. MAX X SPACING. X4' OR I'X2' P.T. NAILER 2)0v SECURE TO BLOCK W/2-V6' TAPCONB DOOR CASING (MIN. SHANK SIZE .14b MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN W O° EACH END 4 ATTACH TO 2X PER IS' O.C. MAX SpACMCs, MANUFACTURES DETAILS. nv,s4•e, u Aso ro „ues+rw too nvr ocmlti DOOR JAMB TO BLACK +3" 11INDOW TO BLACK +3" '-' SCALE, N.Ts. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN V OF EACH END 4 NOTE= STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL V.- TAPCONS(MIN. SWANK SIZE TAPCON MIN. I Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8. cm V OF EACH END 4 Y�• DRYWALL IS' O.C. MAX SPACING SECURE Q I'X4' OR I'X2- P.T. NAILER SECURE TO W/2-ZE 2ND 2X SECURE TO IK SHANK TAPCONS(MIN, SHANK SIZE STRUCTURAL MEMBER 145 W/12I2'T WITHIN B' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8O.C. MAX MIN. EMBEDMENT I Y49 OOR CASING WITHIN V OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED V) DOOR JAMB TO BLACK +3" A + " F' SCALE, N.Tb. 2X4m SECURE TO BLOCK LLVY4' TAPCONS(MIN. SHANK SIZE 14b MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6:m NON-STRUCTURAL )W SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPCONS(MK SHANK SIZE EMBEDMENT INTO BLOCK. .14b MIN. HEAD SIZE 300 , cm MIN. EMBEDMENT I Y49 ' DRYWALL WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. X4. OR VX2' P.T. NAILER 2X8� SECURE TO BLOCK WA-V4' Y&' OAS. X 4' MIN. TAPCONS (MIN. SHANK SIZE .14b DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANIFACTURES DETAILS. NOIRi NF M NRCp M!{11'� JM� (00,lDr OCYD.e', DOOR JAMB TO BLACK +3-7/18" G, IILND01/ TO BLOCK +3-7 18" E, N T 2X4m SECURE TO BLOCK W/Y4- TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6® SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL i(s' TAPCONS TAPCON MIN. 1-)4 (MIN. SHANK SIZE Job EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' CM WITHIN W OF EACH END 4 J6' DRYWALL 18' O.C. MAX SPACING. VX4' OR I'X2' P.T. NAILER 2XD� SECURE TO BLOCK W/1-1/4' ' P.T. X 4• MIN. TAPCONS CASING MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3 MV H 1/DIDOIf CK .3 3/4 " LE, N.T.S. 1441 N. RONALD REAGAN B1 LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com L AA 0: 0003325 N i c r8 q BUDDIV. at LOT SILVERADO LOT #12 BLK #18 PROJECT# 04128,002-12181 MODEL: 4EWB "1499—FREEPORT" GARAGE DWING: LEFT PACE: DETAILS 150 MPH EXP. B AINT DATE: 10/09/19 SCALE: 1/4"=1'-0" BHEMT D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12029.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FLIS332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5694.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 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 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 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 UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE:08/06/2019 1441 Ni RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA S: 0003325 f } C i 00 f C > ummv. de LOT: SILVERADO LOT #12 BLK #18 PROJMCT# 04128.002-12181 MODFJA 4EWB "1499-FREEPOV' 0ARAZZ BlnNG: LEFT PAC]& PRODUCT APPROVAL LISTING 150 MPH EXP. B PREPOR9ED CONTROL JOINT'S FLAN W OF CONTROL JONTS Td BE WIRED TIED TO LATH • V 0= MAX NEIRTA NOTE, DO NOT FASTEN CONTROR- JOINT t0 WALL EVEN F STUD EXIST6 BEYOND EXCEPT STAPLES av ' LEG MAY BC USED TO TEMP. CONTROL JOINT DURING INSTALLATION ---\ IRMTRAM TO BE SPACED-7 • 1' OG MAX VERTICALLY / "THICK J COAT CEMENT Talt URB LAYER 4, 1'ORTI'IBER BWLDNG PAPER APPROVED FETAL LATH FASTENED o1' (VERTJ OC, MAX AT SUPPORTS UM LAYER L STUCCO URAP WOOD SHEATHING wom WA A M 10 m- LATH SMALL BE CONTNIIOUS THROUGH JOINTS BUT BE STOPPED LIED AT EACH SIDE. PER ASTM CI069 PROVIDE 2X4 BLOCKING PLACED FLAT MAX 6' TO VTl0)A FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO 01 NAILS OR" i STRUCTURAL STUD 6TAPLE6 N COMPLIANCE UV ASTM C106S 2. WIRE TIES TO BE (NO. IS) Om415' WIRE / 1. BLOCKING SHOUN MAY BE N ADDITT TO WALL SIDS REWIRED PER PLAN OLFOLD—. PhA OLFOLD N2N0 . Pr. A 2, COGAN . Pr.6 S Cos." • PT. C amp"A IOOONOtlJ - ORP ImN, obee.AP _ Dn60 N' NLCW SIRATN"l, nKNANKJLLY I4UTIN 4' 0.0. MIN%, OL FOLD ROAM - Pf. A 2. GRIAN . Pr. S MG .4 U• LD APPROVED BUILDING UAtAP SHALL BE LAPPED A MINIMN9 OF 6' • VORTICAL LAPS (ROLL ENOW 4 6• OR HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE P WITH /DABBER SHEATHING TAPE \\ THIN LAP •TRrAL un1 // pC X X X I X _X XIT --� FETAL LATH URB LAYER L STUCCO WRAP .MI I P R alLOW OLY / uRB LAYER v, FDRTFBE1t BUILDING PAPER � I JI T MN" LAP, 4. OKR IL L LAPZ PER LAP SCALE• 1 V2•.I'-MD' ® KIC KO UT DETAIL alz4ovr 6 NOTE, SRDE LAPS OF METAL PLASTER BASES 61414LL BE SECURED TO FRAMING EM MBERS. THEY SHALL BE 11ED BETORN SIPORTS NINTH C0415-IN. (I11-MM) WIRE AT INTERVALS NOT MORE THAN Y OMM9) AS PER ASTM C1063 IAL FOR REPAIR OF TEARS IN URB LAYERS, TEARS MAY BE PATCHED WA40M URAP TAPE PER MUUiF. SPEC. OR PEEL 4 STICK 4'.4• GELP ADMERNG MEMBRANE K.AS~ INGMA ERIAL) O E R tlV HOUSE WRAP MATERIAL) OVER APPROVED MOM NEAP. 1. OR LESS PIPE CLIT AND OVERLAP ONE Sloe OF SELF-ADMMM MEMBRANE —� FLASHING 01 y THOK S COAT CEMENT STEP PLASTER METAL LATH UM LAYER ►2. FORTFIBER BUILDING PAPER UM LATER L STUCCO uIRAP INSTALL FASTENERS (CLIP•, WOOD SHEATHING STRAPS. STAPLES) AS REWIRED TO 6ECLINE PIPE) WIRE TO FRAMING WOOD STUDS SHEATHING - BUILDING PAPER v nN LM STUCCO HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING OR CMU L GOWAN. Pr. a ' $` WR5 LAYER "I, 2. cwAN . PL a 's STUCCO WRAP (FRAME ONLY) 4 . COVM Fr. PT. 6 TLL PT. C TOICIN Y: L 00"m� ® tt F. THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) A" METAL LATH (FRAME ONLY) norron LAP WR5 4 TAPE OVER RAAF/WALL SCREED - _ - -- -- KANO WATM TOMB MAL. FOLD, OQ ma off. p THICK I COAT CEMENT ? 5'X5' 'L' TYPE CONTINUOUS PLASTER (ARAM 102- 2 GOAT L GAL V. METAL FLASHING OR721' PL.A6TM(OW Z (NAIL TO ROOF DECK, NOT URB LAYER 9, POWFMFt F WALL SHEATHING) BUILDING PAPER (ppas GILT) WIm LATER 'L CAP SHINGLE - DO NOT NAIL, sTticcouRAPnwrEaan INSTALL WITH ROOF CEMENT L,M uT01p Q aaLONO arR NAILING 2LANN. wTGP �, ONLT) poum Go cm I p smamom� ROOF CEMENT �� g be"LRJSOtl ; I ROOF PER ELEVATIONS 6 tiAwNo (MN AL �— WAVOR TM W NAL (100 CA .ame oael�am RD1RG ` NRIYfC,KM PAW" NIA. cJ " L" FLASHING O N.T.S. 0 6'.6' SELF-ADNERN6 MEMBRANE PLA614M (COMPATIBLE W HOUSE URAP MATERIAL) OVER 44s4• SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE wit - 0.ASMING TO EXTEND ONTO Pn4 an CUT AD OVERLAP ONE 61DE OF WAY� TEP 02 FLAGMINNQM MEMBRANE URB LATER L STUCCO ~ UM LAYER 4, FOWFBER SILDNG PAPER METAL LATH 6%0' SELF -ADHERING MEMBRANE FLASHING OVER 4Yt4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WItAP. ILASMNG 70 EXTEND ONTO PIPE 4'x4' SELF-ADl#MNG MEMBRANE FLASHING. OVER APPROVED HOUSE WRAP. rLAS4Nr; to o(TEND arrro PIPE %* CENT. BEAD OF SEALANT INSTALL APPROVED HOUSELLRAP AIR INFILTRATION BARRIER OVER ELAWOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE T P WALL SECTION) GT I ON PER SECTION R709,7 EtlNfbr MSUro wai omol%ft E21eda use a patlend cement plaster shell o2nply Mth V. sppll.fl- requl(ements of ASTM C 92612A. Instelletbn of eztedor IatlY11 and frsm2g shell can vAth ASTM C 108112A. PIPE PENETRATION DETAIL (FRAME) N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFI5ER - ------- - 5UILDING PAPER) METAL LATH x-x-x-x STUCCO 1- '�­7:7 = SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-84-1-01B, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH: 407-774.6078 fAX: 407-774-0078 www.abdesigngroup.com AA MT: 0003326 z BURDM do LOT SILVERADO LOT #12 BLK #18 PROJffiCT#N 04128.002-12181 MODEU 4EWB "1499-FREEPORT" GARAGE 8WINa: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B r 10/09/19:wLs: 1/4"=1'-0" =T WA1 BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE($) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, L BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-2 BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Ys' CAULKING a JOINT ALL AROUND PER SECTION R703.7 Exterior Whin® and plastering 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. WRS LAYER -1, ,X . STUCCO WRAP r '- HOODED VENT ' X. THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER @, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH &' SELF ADHESIVE OVER TOP 4 SIDES SELF WOOD SHEATHING FLASHING LAYER 9, UNIT STUCCO WRAP LAYER ►2, FORrIFIBER PREMANUR DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) WOOD 1W TEX11#ED CONSTRUCTION ..Y�PINISH a WOOD FASTEN TO WOOD STIUCTUIRAL SEALANT • MEMBER • I'Or- MAX TOP t SIDES e' a u �ii awl :-WN1 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANF. SPECS-) BUILDING PAPER — UNDER 'QUICK FLASH' �A_-�VENT PENETRATION SCALE, N.T.B. CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER $1. STUCCO WRAP WOOD SHEATHING APPROVED HOUBEWRAP ELEC. METER FIELD I VERIFY LOCATION ELEC. METER FIELD BELOW VERIFY LOCATION CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FA EDGE AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER r 7 iv Rc�.crc STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-2 OVER 60 MI GRADE '0' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY (�4 HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER h, STUCCO WRAP CUT 'X' INTO SELF -ADHERING X Y MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER STEP 1*1 STEP *2 WRB LAYER M, STUCCO WRAP STEP #3 APPLY 60 MIN - GRADE '0' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP ® jSELF- ADHERING; MEMBRANE FLASHING UM LAYER s2, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) ;&METAI- LATH STEP 05 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN SLVD, LONGWOOD, FL 32750 PH:407-774.6078 FAX: 407-7744078 wwwzbdesigngroup•com AA #: 0003325 1 a � C IF 1113 at rsa:v ae LOT SILVERADO LOT #12 BLK #18 PROJECT# 04128.002-12181 MODEIa 4EWB , 1499-FREEPORT" GARAGE BWn4G: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B D 10/09/19 scALM- 1/4"=1'-0" aHEET WA2 LEGEND DRAINAGE PLANE (WRB LATER MI, STUCCO URAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO 1^ UUOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - 2 1/2 k CORNER BEAD (FASTENER 4 SPACING * -I' O.C.) CMU %' TI4ICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407.774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 F F e yUp a MM SVHDIV. ac roT SILVERADO LOT #12 BLK #18 PRoJ14CTjv 04128.002-12181 MODRIe 4EWB "1499-FREEPORT" GARAGR 90: LEFT IPAGR: WALL ASSEMBLY DETAILS 50 MPH EXP. B D M 10/09/19 SCA=: 1/4"=1'-0" 8*EC= WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x Wo TRi=cN-� WOOD SNEATMMG� WEATWOR RE616TIVE BARRIER WEAnaR RESISTIVE DARNER n Ui.' X 1 Y�� 61DMCi-� tiAomai 'ENO STARTER STRIP-� RL" STUCCO FLA�6FILPMOAPQ0wM UEEATNER RE616TWE BARRIER 9 WEATI#R Rl616TIVE BARRIER n GALVO FETAL Z' R.ASNRn X 6• OftLATED wvD TRIM MEMBER AL GAP UVCAULKMO CR�APPROVED �SEALANT OV SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 wwwabdoeigngroup.com AA #: 0003325 F 2 Ell I ig mmT auBDIV. at Lo SILVERADO LOT #12 BLK #18 PROJECT* 04128.002-12181 MODRIA 4EWB "1499-FREEPORT" GARAGE awING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B I —1 10/09/19 aCAL,E: 1/4"=1'-0" aHEET WA4 Al --------------- ---------i------� ` J -- -- 2x& SUB-BANb W/I'x4' NOTCH - ----- ------ "------------------ END, WRAPPED IN PEEL 4 STICK ,P\ I' DRIP EDGE I\ I \ /S' 1/8' TEXTURED I \\ 11/8 FINISH 6 WOOD i 1/2' TEXTURED II \ FINISH iv CMU / \\ \I METAL FASCIA WRAP Ye' FROM \ STUCCO, I' FROM \\ WOOD WALL \ ---------- - -- \\`\ EXTERIOR WALL 1 \\ (FRAME OR CMU) `\ \\ NOTE: NOTCH FOR 2X& SUB BAND ONLY rA�ELEVATIQN ®i='LAN A METAL FASCIA WRAP 2X6 CUB BAND) ©FLAN B —ROOF KICK OUT REMOVED FOR CLARITY \ ROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL NOT INTO STUCCO) - '1/8' TEXTURED FINISH a / WOOD, 1/2' TEXTURED / FINISH a CMU -2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL US' TEXTURED FINISH • WOOD, V2' TEXTURED FINISH • CMU METAL LATH WRB LAYER •I, STUCCO WRAP(FRAME ONLY) WRB LAYER 4, FORTIFIBER BUILDING PAPER (FRAME ONLY) P EDGE AL KICK OUT PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/Wx4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x x x x x x x x J x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL ® WALL W/KICK— OUT kME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/11 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.eom AA #: 0003325 V 1 S C p� O StMDIV. A. LOT SILVERADO LOT #12 BLK #18 PnonmT# 04128.002-12181 MODEL. 4EWB "1499—FREEPORT" GARAGE 81IING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND %150 MPH EXP. B F-PRINTDA 10/09/19 scALE: 1/4"=1'—o" sI'IEET dV A6 1 TE 1 7 +-31rr I >b I� 4"CONI�I SLABD I 3 1.1 I --------- FM-12X18 4 -------m 1 —, 1 1.1 EXTEND 8 11" SLAB I it I 11 • N 00 LLI I 21' 2" m N io m 1 N ILL $°O i SLAB I I I ' � EXTEND —TE_2 —SLAB 1 1/2" 4• CONC. 5 SLAB $-51/2 h 10 TOP OF 8LAB 13'-4" I' 15'-6" 2'-8" 4" I 18'-6" I 19'-6" I m I G ILL V $ I I N I N CONC. �I m EXTEND I H 14" 2 I SLAB Owl al SLA011/2" LL 1.1 I 4-3 1/2 y I 1 *71nI 70 4 11 1 FMC-12X18 FM-12X18 FMC-12X18 I 1 0 1.1 FM-12X18 4•_2, FOUNDATION PLAN SCALE: 1/4" = V-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVO. 5, PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING, 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATED #5 BAR, MINDICATES #6 BAR,WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =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. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OWS" 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'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS] FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG TEA 8" E PLAN 8" - s (+)0"-0" FM-12x18 12" CONTINUOUS 18" - (2)#Ss FMC-12xis 12" CONTINUOUS 18" - (2)# s - VARIES FM-12x12 12' CONTINUOUS 12" 2 #5's + " 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdoeigngroup.com L AA #: 0003326 1 %pp z A gzp C BUHDIV. At WTI SILVERADO LOT #12 BLK #18 PROJECT# 04128.002-12181 MODEL ' 4EWB ' 1499—FREEPORT" GARAGE OWING: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B APCHrrECT• DA 10/09/19 SCALE: 1/4"=1'-0" 8IiEET s2 30" MIN. EACH WAY MONOLITHIC FOOTING Z. Z STEEL REINFORCING IN GROUTED _ ..�� STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND g o_ CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS �j� >a SPACING REQUIREMENTS ! CV LU W I° �: '. ''� GARAGE DOOR /W�c RECESS C o: y Z 8" CMU WALL O U) 8" CMU WALL I , . CORNER BARS, SAME SIZE AS BAR /n w 9' uJ U to p � i • IN FOUNDATION WITH 30" LEG EACH Lu U 0 ro TOP OF SLAB TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS (,,, �(� "� SO THAT THE STEEL REINF. IS CONTINUOUS � MATCH AMOUNT OF CONTINUOUS BARS °I �I. CURB FOR a EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1 STORY) • -I VARIES - SEE SLAB SCHEDULE TOP OF GARAGE 2 . '"° I • CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE NRY UN( ITS SET '- �;p, AT ELEV: W/ 1/2" ISTKN 'LA JOINT (WHERE a •. •� 6"CHAMFER (2STORY) #3 18" #4 24" EXT. PORC.-4" CHAMFER(I-STORY) W/ 1/2" ISOLATION Il. 8"CHAMFER (2-STORY) e .: APPLICABLE) i SEE SCHEDULE #5 30" JOINT (WHERE APPLICABLE) • • EE SCHEDULE 4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING g FOR WxD, BAR SIZE #6 38 _i FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0 SCALE:34"=1'-0 CORNER BARS DETAIL DOOR OPENING @ GARAGE 4 SCALE: 314"=1'-0" SCALE: 314"=1'-0" LAP TOP PLATE A MIN. OF 48" -- LAP TOP PLATE A MIN. OF 46' --�� AND NAIL W/,6d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W O 0. I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 5 N NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE O SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 1/2"x8" BTM. PLATE TO BE PT. 2" CAPPED o_ I EPDXY. MIN. EMBED WEDGE ANCHOR W/2" TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO GALVANIZED PIPE -i 8", UNO ,� S PLATE EPDXY 5-12" EMBED. MIN. 0 16" OC SLAB W/1 Od MASONRY W/FLANGE ®BASE 6 FOLLOW ALL MAN _ SPECIFICATIONS FOR USP SPTH4 OR SPTH6 BTM MAX NAIL 16" O/C STAGGERED. ADDITIONAL METAL rn Q I USE AND AND TOP PLATE ANCHORS W/ CONNECTORS NOT °� PREPARATION OF 1Od x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE REQUIRED WHEN NO C7 HOLE. Z 0: 10d x 3•' W U UPLIFT IS PRESENT. W SECURE FLANGE TO SLAB W/(4) ,/4" X 2 1/4" uj p �c'' SEE SLAB SCHEDULE w 0: SEE SLAB SCHEDULE 0C TAPCONS Q « 0, " « ,-0, Q .� TOP OF SLAB —� . • .a TOP OF SLAB 7"'� 4' CHAMFER (I -STORY) • 6" CHAMFER(2STORY) a.�.. `�` .—� r—a e. i, '• a .•• e.-• ,.� •- EQ. EQ. EE SCHEDULE EQ, EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY BOLLARD MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 8 5 c V 7 scALE:3a"=,'-a' (W/ UPLIFT) scALE:aa"=,'-0" (NO UPLIFT) SCALE:34"=1'-0" -0 SCALE:3/4"=,'" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d 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 WI PLAN SPACING REQUIREMENTS i 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE Q a PLANS FOR SPACING. SINGLE O > BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL t W 16" O/C STAGGERED. U ADDITIONAL METAL a w CONNECTORS NOT REQUIRED WHEN NO N O 8" CMU WALL UPLIFT IS PRESENT. Z _ TOP OF SLAB SEE SLAB SCHEDULE I• i SEE SLAB SCHEDULE TOP OF SLAB . e • f "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND �• . POURED MONOLITHICALLY WITH ° - FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE .y'. FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD 4„ "' 6DALE: 3/4"=V-0" (NO UPLIFT) SCALE: L441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 C DOWEL PLAN SCALE: 1l4" = V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroupoom L AA 0: 0003325 a C BunD2V. ae 2,074 SILVERADO LOT #12 BLK #18 PROJECT# 04128.002-12181 MODELe 4EWB "1499-FREEPORT" GARAGE 8WING: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B DRINT Ai'E. 10/09/19 BCA=: 1/4"=V-0" SKEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR WI10"HOOK GROUTED BOND BEAM VARIES PER ELEV. i N •I .a CLEAN OUT REQUIRED 0' FOR INSPECTION 4m •a i TIET/ERTICAL REBAR a - TO HORIZONTAL REBAR W/ 10" HOOK _�:(�- BAR SIZE 48 BAR DIA. Z_ W #3 18" �O #4 24" M U #5 30" #6 36" #7 42" HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=V-0" EXT. PORCH SLAB W/ V2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE THRU FOOTING i � STEEL REINFORCING IN GROUTED Q CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS mw U 0a. w i 8" CMU WALL O SEE SLAB SCHEDULE 4" CHAMFER (1STORY) 6" CHAMFER (2STORY) i MATCH STEEL REINFORCEMENT PER SCHEDULE 42 SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY � W BAR SIZE 48 BAR DIA. E #3 18" U #4 24" #5 30" #6 36" #7 42" PVC CHASE D4S THRU FOOTING CALE: 3/4"=1'-0" NG REINFORCEMENT PER SCHEDULE #5 BARS MEI m1 8" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abclesigngroup.com AA #: 0003325 J f a. mm SUNDiV. Ae LOT: SILVERADO LOT #12 BLK #18 PROJECT,P 04128.002-12181 MODEU 4EWB "1499- FREEPORT" GARAGE SrIING: LEFT PAGE: DETAILS V.150 MPH EXP. B DATE: 10/09/19 SCALE: 1/4"=1'-0" SHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)10d x 1 117 HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) tOd x 1 1/2"HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE, 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL, 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 718" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RaRM 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 (rc Pei) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 8x8 (1) #6 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL B" PRECAST &_ PRIEST RESSED LOADS FOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS `ele�eBeS SAFE LOAD - POUNDS PER LINEAR FOOT SAFP LIF SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SUS enmI x/aa I 4r%ft 10040 1 V24M I sPM® I sF73M TYPE LENGTH SUS BF8 Rpm TYPE LENGTH Vs4T Saar M73•Ir 4M3Yr Mi6tt Mtedr SWIT srmar erxtt eracu 4Ptl-IT 1FO#T W324T PMa Y-r (42'7 PRECAST 2231 8'4' (/2') PRECAST 1026 1024 1698 g4' (4� p gT iME 4M MM $132 7mi 1M 4M m 6132 7001 Nor (4r) PRECAST lm IP-W (4r) PRECAST 765 783 1300 rp (49) PRECAST 1M 3Me 4M MM eM 1M Mie 4M4'4' (641 PRECAST 1888 4'4' (64') PRECAST 602 8B1 1073 4'4' (64') PRECAST ,M33n 4M 4711 MA 1M mrs 4M m1 sm B4' (64') PRECAST 1217 S4' (841 PRECAST 411 411 745 6'4' (e4') PRECAST �e Me MM aMt 4M10/e Ma MM 3W7 4I2 S-f0' (M PRECAST tOB2 ' V-10' (70") PRECAST 340 330 610 V-10' (70') PRECAST MM2 3tm 2m 4133 M /eel 2aM M4 31e7 41M 8'4' (7S') PRECAST SOS V4' f761 PRECAST 607 n1 4B0 V4' (7B� PRECAST M 1 MIS M 1407 ,M M 23M 2M 3M 3ze1 mt r4' (BO") PRECAST 743 r r W� PRECAST 424 SIN 383 To (907 PRECAST rn , Ms avollM IN vM fW Me I 3M 1 207 1 Me VI (112) PRECAST 664 94' (11r) PRECAST 828 512 230 C4' (11r) PRECAST eM 7011 11 144 181 liffd Mo eM M Isis 1443 1 iM 1 MI 3M 104' (12" PRECAST 475 104' (12r) PRECAST 254 401 180 104' (12n PRECAST m eri Me f,M sW 1 IN M M Im MR 7M 20M >M 11W (19� PRECAST 882 11V' (13n PRECAST 280 462 1W 11'4' (198') PRECAST 174 M M 18V 1M 17M N4 M7 1 Iat tM me" 3147 12'-0' (744') PRECAST 897 170 (144') PRECAST 244 402 137 12'-0' (144') PRECAST 470 4M 7M M 1 t t QO M M 1M i 131am 2#Ie IY4' (16n PRECAST 2B8 1Y1' (180) PRECAST 217 934 110 18'4' (180') PRECAST 414 M IN lee M 1 1M M 40 7M 11M M iM 14'4' (18B') PRECAST 279 li wo (7ae') PRECAST 206 203 100 14'4' (188') PRECAST M M M 7M M tM NO M T17 1M t i f40/ 14.4' (176') PRESTRESSED N.R. w4r (or) PREffnm ED N.R. m4 91 14'4' (17n PRESTRE88® M M 3M M M M . M M m 1M 1131 17" 1B4• (184� PRESTRESSED N.R. ! 1" par) PRESTRESSED N.R. 260 83 184' (184.) PREBifi� n4 M 313 M M Ms M7 M M 411 1M 1r4' (208') PRESTRESSED NJL 1r4' Wn PREBTRE88ED NA 194 N ir-4- (M') PRE 4m I1 M M W3 M 740 1a1 ion 1V4' (tl2') PRESTRESSED N.R. I" Mn PRE NA 14B 62 1V4' Mn PRESTRESS® M M 447 am e47 M1 e0 W trn 21V' (266") PRF81R6B8ED N.R. 21'W Wn PRESTRESSED N.R. 1ffi 42 21'4- On PRESTRESSED m M 313 M7 480 721 M M M /M 22'-0' (284') PRE81PE88E0 N.R. 2T4' ON") PRESTRESSED N.R. 116 40 22'4r (LMh PRESTRESSED IV M M 3n Ms 442 M M M M M ZV4' Pe69 PRE61i� N.R. 24'4Y pee") PRESTRE89® N.R. W D 24'4• (�") PRESTRESOEDw M 4M 4n M M rn eR M ve M M M M 1aM tM (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM'BAFE LOAD TABLES' BY CASTCRETE ANY 2016 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EKCEED VALUER STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE MSTALL® PER MMNUFACTl1FiE8 SPECIFICATICNS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WIDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 I I Omm000 OD�Omm om0000m 0�00��0 Imam@©mom 0�00Im�0 0momc� mmmOmmO mm000C�! ��000�0 ommoo �000©00 ommom�a Ioom©omv oomoomv ��000m00 0' 0�Om00 ®��0000 ®�m�m00 ��0000© o©©0000 N 8F18-1T/0M/0B 8F18.1T/OM/OB 7,4. 4 1 �'+ 1 1 3 UNO, PROVIDE 881 WHERE � 3 ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-17, UNO. f' d f a 3 Q3 t � y a 1 E " m r GLLD F O � r ' I I ` P r' p a t fi A F N� = OT co 8F16-1TIOM/OB � 7'-4" x e+ a NE m 8RF14-1T/OM/OB fig, BF8- � fi 8F20-iTI0M/18 & e, 1T/OMJOB 8F16-1T/0M/0B N. ( a LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32760 PH: 407-7744078 FAX: 407-774-4078 www.abdaalgngroup.com AA 11: 0003325 J L iL vaa:v�LOTSILVERADO LOT #12 BLK #18 1tOJSCTp 04128.002-12181 1LODEIe 4EWB "1499-FREEPORT" GARAGE eTfHa: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. BAR NO W723 j# STATE OF FLOFtlDA Dw 10/09/19 SCALE: 1/4"=1'-0" SHEET s2 N 8F18-1T/0M/0B 8F18.1T/OM/OB 7,4. 4 1 �'+ 1 1 3 UNO, PROVIDE 881 WHERE � 3 ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-17, UNO. f' d f a 3 Q3 t � y a 1 E " m r GLLD F O � r ' I I ` P r' p a t fi A F N� = OT co 8F16-1TIOM/OB � 7'-4" x e+ a NE m 8RF14-1T/OM/OB fig, BF8- � fi 8F20-iTI0M/18 & e, 1T/OMJOB 8F16-1T/0M/0B N. ( a LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32760 PH: 407-7744078 FAX: 407-774-4078 www.abdaalgngroup.com AA 11: 0003325 J L iL vaa:v�LOTSILVERADO LOT #12 BLK #18 1tOJSCTp 04128.002-12181 1LODEIe 4EWB "1499-FREEPORT" GARAGE eTfHa: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. BAR NO W723 j# STATE OF FLOFtlDA Dw 10/09/19 SCALE: 1/4"=1'-0" SHEET s2 LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32760 PH: 407-7744078 FAX: 407-774-4078 www.abdaalgngroup.com AA 11: 0003325 J L iL vaa:v�LOTSILVERADO LOT #12 BLK #18 1tOJSCTp 04128.002-12181 1LODEIe 4EWB "1499-FREEPORT" GARAGE eTfHa: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. BAR NO W723 j# STATE OF FLOFtlDA Dw 10/09/19 SCALE: 1/4"=1'-0" SHEET s2 vaa:v�LOTSILVERADO LOT #12 BLK #18 1tOJSCTp 04128.002-12181 1LODEIe 4EWB "1499-FREEPORT" GARAGE eTfHa: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. BAR NO W723 j# STATE OF FLOFtlDA Dw 10/09/19 SCALE: 1/4"=1'-0" SHEET s2 #5 CORNER BAR WI 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK — 30" TYPICAL #5 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" O IT IS THIS ENGINEER'S INTENT THAT XFXX- iT/1M/081NDICATES A DOUBLE BOND BEAM AND XFXX-1T/OM/0B INDICATES A SINGLE BOND BEAM PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE 95 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. S. 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. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. JIDTH # OF #5'S, IN 2NO BOND BEAM COURSE 16-1T/1 / B NOMINAL—Z--�-' HEIGHT AnFgsR TOp (COURSE # OF #5'S, BOTTOM PLACED IN LINTEL WINDOW PRE CAST • 31JS' WINDOW N SILL Z a SLOPE TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SCALE: 1 1/2"=1'-0" BOND BE" BOND BEAM � 1iR5 1#5 TYR B'x18" BONDBEAM 8xl6 OBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM Ti OF WI(1)#5 BAR .y: BONDAM GROUT SOLID FROM oTOP LINTEL TO TOP OF BOND OF OPENING BEAM SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL WI (1) #5 BAR (L2) MASONRY LENGTH OF BAR = WIDTH OF OPENING-2" BEAM DESIGNATION OR 2 8x8 PRE -CAST CONCRETE SCALE: 3l4"=1'-0" LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774.4078 wwwzbdeslgngroup.00m AA #: 0003325 1 ti SuaDIV. ae molo SILVERADO LOT #12 BLK #18 PROJECT# 04128.002— 2181 WOaEZA 4EWB "1499—FREEPORT" GARAGE 8TIMM LEFT PAGE: DETAILS 150 MPH EXP. B RENT DA 10/09/19 scA x: 1/4"=1'-0" skFEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA WI (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 WI 10d x 1 1/2' HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LEIS 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 I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN, MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. X94. FRAMING PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdoslgngroup.com L AA #: 000332B L4 a C t Ap 3 Y 5 11PROJ=T# vHDiv k W SILVERADO LOT #12 BLK #18 04128.002-12181 MODEL: 4EWB "1499—FREEPORT" GARAGE 8111rsxG: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B �"0L AR Ho� RIN DAM 10/09/19 SCALE: 1/4"=1'-0" .*MET s3 PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP "ROOFNVALL/FLOOR HTWM20 SHEATHING TRUSS ANDD (4)1/4 x x 2 1/4" FASTENER SCHEDULE" CON TAPCONS TO CONT A-(1)USP HTA16 TRUSS ANCHOR WITH (9) POURED LINTEL 10d x 1 1/2" TO TRUSS. FL#17680 842) USP HTA16 TRUSS ANCHOR WITH (9) # 1900 UPLIFT (2) USP 10d x 1 12" TO TRUSS EA STRAP. FL#17680 HTWM20 INSTALLED ON PRE-ENG TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OPPOSITE FACES OF OVER TRUSS (NOT SHOWN) BLOCK WALL W/10 10d TO TRUSS 2 1/4" ix2, 2x WOOD FASCIA TAPCONS DO CONT CONTINUOUS BOND BEAM CONTINUOUS SEE ARCHITECTURAL POURED LINTEL 2x SECURED Wl (3)16d GALV. COMMON NAILS. ENGINEERED WOOD tz2 SECURED W/ 10d TRUSSES C 2, OIC, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LSS (2 STRAPS) TAP CONS MIN. 2" COVER 2- APART REPAIR OF MULTIPLE TRUSS/ SSTYPICAL ° 4"=' MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(§) 3 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENGD WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX O (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d G EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) N-0" O.C. (AT SHEATHING FOR STRAPPING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) Q VERIFY 30-1"TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE SECURE 2x6 PT, PLATE TO BLK W/TRUSS PLAN (1) "X" BRACE @ CENTER TO BLK W/ 112" DIA. W/ 1/2" DIA, ANCHOR BOLT W/ 2" (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" WASHER SET IN HIGH FROM CENTER TO END. WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. 2x WOOD FASCIA, STRENGTH EPDXY 8" EMBED. AT 32" OC MAX. SECURE GABLE TO 8 P.T. SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PLATE W/ 12d's 8" O.C. MAX RE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" CONC. POURED STIFFBACK (AS PER O.C. MAX LINTEL COURSE TRUSS ENG) CONT. 2x4 SECURED W/ (2) 1Dd. s @ EACH TRUSS TO BE INSTALLED @ 10'-0" O,C. MAX. CONT. 2x4 SECURED W/ (2)10d's EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAMREQ. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL @ CMU WALL SCALE: 3/4"=V-0" BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=V-W NOTCH DEPTH 1/4`D HOLE EDGE THE USE OF ALTERNATE MATERIALS MAY BE METER L. STUD USED SO LONG AS THEY CONFORM TO THE OUTER 1/3 FOLLOWING SPAN ONLYOF HOLE EDGE >5/8"1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RTi6A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, BTM.HOLE DIAMETER AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE< 3/5'D DBL. STUD SUBJECT TO F1 AND F2 FORCES. STUD NOTCHING AND BORING LIMITS SCALE:112"=1'-0" 1 ALTERNATE MATERIALS 1 SCALE: 3/4„=V-0�� 1441 N. RONALD REAGAN BLV LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com L AA #: 0003325 a xL�(,j �qs1 G 6 C Q sLTBDIv. a Zo SILVERADO LOT #12 BLK #18 PROJECT* 04128.002-12181 MODEL: 4EWB "1499-FREEPOV' GARAGE 8NIIRG: LEFT PAGE: DETAILS 150 MPH EXP. B D TE 10/0911, BCP.XX: 1/4"=1'-0" > *M= S3.1A 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d 0 01 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) V-9- TO 30'-0" (1) "X" BRACE 30--1- TO 60'-0 (3) X' BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE ® CENTER (2) 7' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-B FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. ix2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, lx2 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 @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN PRE-ENGINEERED 2 VALLEY TRUSS CONNECTION_ SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 q w L4 O mm StMDIV. Ae LOT SILVERADO LOT #12 BLK #18 PROJECT 04128.002-12181 HODEL: 4EWB "1499-FREEPORT" GARAGE EWING: LEFT PAGE: DETAILS 150 MPH EXP. B DAl'E: 10/09/19 OCALE: 1/4"=1'-0" SHEET S3.1B END ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A'= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:'B' RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT *- 0.18 ROOF 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 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN *OF GABLE ENO. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 21/2" 0.120" 170,000 (iVG- 6.20RING5 SCREW SHANK PER INCH) Sd SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1, NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1639 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT M.O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES 1 91m M TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ornceuceruiur_ mm �m��'I 1111 ROOF SHEATHING LAYOUT AND ENOWALLBRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS . �6"O.C. IN FIELD` HING (.. TO BE STRUCTURAL GRADE `- 8d RING SHANK GUN NAILS 0 12" O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS Q 12" 0.B.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, etn EDITION ACI 318.14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB-OWGRAOE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pef 20 pal TOP CHORD -non-concurrent 10 psf BTM CHORD -non-corlourrant DEAD LOAD DEAD LOAD 15 GET TOP CHORD 20 Paf TOP CHORD (7 plf W ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) 10 Pat BTM CHORD 5 pal BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 Paf WIND: DEAD LOAD SPEED=150 MPH 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10PO, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30p9f, BALCONIES (EXERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200paf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS DIMENSIONS ETC ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". WOOD: PROVIDE 6%AIR TRAINED CONCRETE EXPOSED TO EARTH OR WEATHER EN NON-BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 31C. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLABS-0GROUND-GROUIU WHERE INDICATED ON CRIPPLERSSILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF DRAWINGS. SEAMS LAPPED 6 W KS AND SEALED WITH ADHE8IVETAPE. 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 NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.26 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM RK: FORMWO CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0,42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK, CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THEE PLANS: MINIMUM NAILING PER FBCR 2017, 681 EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDINO 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 42. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WfTH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. REINFORCING STEEL: RESAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE SO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TVP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 26" #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36' x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TPI/WTCA BCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI ASB 1 9 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, . -1 82. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE SPECIFICATION MASONRY STRUCTURES' (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ' ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1600 PSI. BLOCK SHALL BE PLACED USING 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 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-478, 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. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 paf, FOOTING TYPE'M' OR'S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EMEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE OEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 kal FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE 8, = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy - 35 WI. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. COLUMNS 3,DDO PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL HALL SU. MIT PRETESED MX DESI CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX STRENGTHFOR EACHi0 HI TORICAPRIOR OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE NOT EXCEED TO ADDITIONDATA BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM AMEN WATER IS ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. ADDED TO THE MX UNTIL R 13 DEPOSITED W ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH 13 HELD FOR LONGER TWIN 90 MINUTES, THE CONCRETE SWILL NOT BE PLACED. R SHALL. BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLWICE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3"FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-1'7 FOR MiAND SMALLER 2* FOR M AND URGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS Mr. FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL CONNECTORS" BY LISP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. FASTENER SCHEDULE WINDOW AND DOOR BU K FASTENERS FASTENER APPLICATION 913E TYPE SPACING REMAPo49 AWLIWON SDE TYPE SPACNG REMARKS 1-TFURRNGTO MASONRY ICP"IC. LASE HARDENED COIL NAIL 11?LONG. 8- GARAGE DOOR BUCK TO NIA9IXJRVIWNC, 11I.OW. NO WASHER TAPCON MA9018tY FASTENER B O,C 12 EMEED„x'ENDDMT„ 11?EDGEDIST, SOD, AL. EKT.000RS CAGE HARDENED COL rm WNDOWNDONFASTENED GARAGE DOOR BUG( I - .WI EX -ION BOLT NOIG PEMBEo,CEND DST., 1. PT, SEE WTE6 NAIL 11?LONG . STAGGERED INTO MA90,NRYICONC. TO MA9CNR WNC WASHER 3'EDGE DST. wwoaW- CASE HARDENED GAL role wwwwlDoow FASTENED METAL aTRAP TO CONTACT THIS ENGINEER FOR SPACING 1x PT,SEENOTE6 NAIL 11rz'LONO. BTAOGERED INro MASANRYIcoW. MAaoNRYlcoNc. REQUIREMENTS EM.9WNG DOOR (3)Y1rDIA. -TAPG01! 1rdG 11?EMBED, b'E10. NON.BFAWNG WOOD i? E%PAWgN VE-0, PEW 34 dC BUCKLPTSEEWTE6 NO WASHER FASTNER DST., 117EDGEDIST. WALL TO COW. SLAB Wl WASHER BOLT DST., 3• EDGE DIET. . PT WNDOW BUCK 0.136•PAF x2 iT roc PEW.OST.,11? PT TO STEEL COL., GEE DST. WTEe STAGGERER OGE NO 1. STTAAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE 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 MCA OR THE SPACING DETAILED ABOVE 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngmup.com AA Af: 0003325 Ir �o a C rgs� U Q 04 iS YYp` Mjr6�j 3 jyp9 i i 1}6p�� i $?Q� Y 9 w x 0 Jq mmo StMDIV. de LOT. SILVERADO LOT #12 BLK #18 PROJECT 04128.00-12181 MODMIA 4EWB 1 1499-FREEPORT" GARAGE 811117NO: LEFT PAGE: DETAILS 150 MPH EXP. B pitINT A Z:" 10/09/19 SCALE; 1/4 =1'-O" in SNI J r-