Loading...
HomeMy WebLinkAbout35555 Stella Vast Dr99 1828-4EBB—CAL199 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES HOMES JUL16202d REVIEW DATE CITY OF ZEPNRHI PLAN EXAME 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax. (813) 74AD-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FLOEM CODE, Gm (y01'n .�, , ANa srera -OCCUPANCY •CONSTRUCnON TYPE • iM. WERIOR FINSH -BASIC WDID SPEED • E :EXPOSURE RESIDENCE •2-STORY RESIDENCE ) UI, -RESIDENTIAL GROUP RS - VB - CLASS B - Vasd=11 MPH vssa=ll6 �» — B - - WA HEIGHT AS PER LOCAL AND SEATS CODES ABV A/C ADJ. AMP. CD. CAS. CLG. CON CPT CT D. DBL. DIA, DP. D DD W EA. ELEV. EEEIQ XI aFx F.G. FIN. FLR FLUOR FR DR FIG. GA. GAR. DISP. G.F.I. GL. GYP. BD. HB. HC. HDR HOT OR MT. ABOVE AIR CONDITIONING �TLE AMPERAGE cCEENTEER E CABINET CEILING CLEAR CONCRETE CARPET TBR DRYER p DIAMETER L DEEP DOOR DETAIL. DISI WASHER EACH ELEVATION EQUAL FE)M JST FIXED FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL G TERRU FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOWCORE HEADER INSULATION INTERIOR IAV LuM M.C. MIN. � MTL. N.T.S. P PL PH PLT. PLY„D R PT R. RA. G. REF RM sc SO S.H SH7 IG. SRC SL. sL.cL. STD. Sws TEMP. T T.O.C. O T.O.P. T.O.S. U.N. U.N.O. V.P. W. WD WOW W.I. LAVATORY LUMINOUS � MINIMUM'" METAL IDI'�S1iO1'D METAL, NOT TO SCALE PROPEREI PROPERTY LBO PHONE ON PLATE �OOD PRESSURE TREATED w,DNS RETURN AIR GRILL REFRIGERATOR ROUGH OPENING SMOKE DETECTOR SINGLE HUNG SHHEATTHING SmHOWERR SLIDING SLIDING GLASS STANDARD SHE" WALL SECTION TEMPFREDGLASS THICK TOP OF CURB TOP OF PLATE TOP OESLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER o WINDOWIIATER WROUGHT IRON DATE DESCREMON OM/15 CD'SNED ARCHITECTURAL SHEET DESCRIPTION �"�"�"'� PG Cl—COVER SHEET PG GN- GENERAL NOTES PG Al —FLOOR PLAN PG A2C-ELEVATION "C" PG Ei-ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Ml -MECHANICAL PLAN PG Dl -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG —WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS O1A6A6 CD8FE-e)eIED OMM WM �'AT� ADDED '/� cD6RE-Ied® 04AW F=W REVISION MR M 00110 MnT* CD'S RE -maw 0M ADDED Dunne PLA4P1ANIBJMIOE 030M LINTEL SIZE AT FONT gNTW DOOR • 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) 774-6078 Fax: (407) 774-4078 04nMB ADDED ADDITONAL RECEPTACLE IN GARAGE PER MLL BATSON (hElS) SQ.FT. CALC.'S 0444A IEvISED Hvae v0UPES ON SCF7 ce-c Scl�e n� 06/12n0 ADDED .ocr1:P0az MONO Dm, FOOTEa DETAIL ansLw (ORu LIVINGS 1828 Sa FT. c,ARA 430 sa FT. ENTRY 16 SFT. LANAI 88 SQ. FT. 06/2ne ADDED LED LIGHTS • rJTCW a I BATI,!Ro 15 PER MAW BOUEB CVWM ADDED STC E OPTION ELEVATION C 4 D ITAWA) Demme ELEvATION 1W BIDING -ADDED LOuvER a GABLE ROOF 10n5/19 ADDED OPT. B'--0' CEILINGS LIEKFITB TOTAL 2362 96I. FT. ovmv REPLACE ueP camcroRB WItH 8W9.80N c0►I•EC7oim 044M REVISE E+KAVENT RADON PLAN DrWWW STRUCTURAL SHEET DESCRIPTION PG Si -FOUNDATION PLAN PG SlAA-DETAILS PG S1.2—DOWEL PLAN PG S1.2A-DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3-FRAMING PLAN PG -DETAILS S3. PG S3.1B-DETAILS PG S3.1C-DETAILS PG SNi -DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE RUI.DER ASSUMES ALL IIABIIT'Y 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 DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR TH INFORMATION) TO E ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRIITEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION HASBD ON THE DRAWING SET. 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7741078 wwwsbdeslgngroup.can AA M: 0003326 h 8. u sdill sU13DM es LOT SILVERADO LOT 24 BLK 18 PROJECT# 04128.002 24181 MODEU 4EBB "1828-CALI" GARAGE 811MG: RIGHT 1 PAGE: COVER SHEET 150,MPH . B L AR NO J Dw 04/06/20 8CA1..E: 1/4"=1'-0" SKEET 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) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE FIELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 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. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIEN(1NEER 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 ARCHRECTIENGINEER, 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 BOLDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHIES 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-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN /,INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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.' VIER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WTTH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NAT04AL 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 (API 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 ROOFAVALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SWEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUIIBINO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 6. 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 COVERNOS 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 FSRSNES 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, 1/2THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-ClD63.12a. 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 - 1"FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. ME RESISTANT CONSTRUC110111 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 CEIUNGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/7 GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH i 1/4" TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN 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, FL32750 PH: 407-774.8078 FAX- 407-7744078 www.abdesigngroup.com L AA t. 0003325 e I q 51 sit ,2` stmDrv. ac LOT SILVERADO LOT 24 BLK 18 PROJECT# 04128.002 24181 MODEL 4EBB "1828-CALI" GARAGE BAWL: RIGHT PACE GENERAL NOTES %150 MPH IV. B DATA- 04/06/20 BCALE: 1/4"=1'-0" 8FiEET GN IV -8' 090 o Dltttl'o��; • oiltttttYtlloitttttttttlo o!uttl_o. - :I o' - - 4'Itttttlo • ` s - - pl'io - r - II - o 0 - o OEM ® - - - AS REa PER ELM - Q CODE o GARAGEmm - - - BEDROOM I0FOYER TRANS. - o ` I AMCH oJttttt[o olt�ttlfo o : tttlo' ----------------- o ttl'o a -*9 Fol Itttttttttttl 1•liSl�7dil�� SQ.FT. CAM'S Uvwj Iwo SQ. FT. GARAGE 4W Sa FT. ENIRT 16 Sa FT. LANAI S8 SQ. FT. TOTAL 2362 SQ. FT. O01 00ffNDCLA0 pEDLQU UM t1D EIQOM FOR a 890= GItRI OlEltlf>0 NOTR'E BMW IMAGE tOIE MINNOD00 RHWtB MIN. WINDOW IV 5 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA BGD. MIN. 41 5 23/-29 CRITERIA 16010 O.H.D. 112 5 2®.4/-22.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=B, EXP.=B, MEAN ROOF HT. = 13'-0' PRESSURES HAVE BEEN MODIFIED PER FBCR STIR ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 1X111M DA r DBL. TOP PLATE 0 R DETAIL D04-11-0. s LL DIM. VARIES ARCH DTL. B SCALE: V2 . i'-0' FLOOR PLAN SCALE: 1/4' . F-0' NOTE: -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/B' (35 MM) THKXC OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7746078 FAX 407-7744078 wwwabdeWgngroup.com AA A: 0003325 w S t l h Oil 9 p as Z C SLJHDM de LOT. SILVERADO LOT 24 BLK 18 PROJR CT# 04128.002 24181 1LODIEL: 4EBB "1828-CALI" GA]RAJOE aTNIiNG: RIGHT PAGE: FLOOR PLAN %150 MPH EXP. B DATZ: 04/06/20 SCALE: 1/4"=1'-0" SI(HEET Al SHINGLE NS'X60' FYPONDECCR OR a IVE SHUTTERTTER ORS Jill EQUIVALENT 4' RAISED BAND (TYPJ 'A n `4 II a'-0 F'K FLR—- — - — - — - — -- U111 yu - --- -- FRONT ELEVATION SCALE: V4 . 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A OFF RIDGE VENT ------------------19'-0' BLDG. HGT. FYPON LVI2X24 n 6 OR EMIVALENT LAP SIDING AS SPECIFIED (TYPJ 4' FREIZE BAND (TYPJ b' TRIM A BOARD (TYPJ COACH {L LK,HT -0' FIN. OFF RIDGE VENT 0'-0' FIN. OFF RIDGE VENT 1RE1 OFATTIC 2364 SQ, FT. VET FREE VENnLATION AREA REQUIRED = 1130D IBMIREDVmTLATION AREA = 2364/300 = 766 7ENTILATIONAREAX SO, INCHES PER FT.(144) = 1134.72 SO. IN. NIN. REQUIRED VENTI LATTON = .5X 113AM N UPPER PORTION OF ATTIC = 55736 SQ. IN. )FF RI DGE VENTILATION AREA = 115SQ.IN.PERVENT 567.36 /115 TOTAL#OF VENTS REQUREo = 4fA357 TOTAL#OF VENTS PROVIDED 5 •MEA OF ATTIC ISTHE PERIWER OFTHEHOUSE, LESS THE OVERHANG EXTEIIIOR OF WALLTO EXTERIOROF WALL, NOOVERHANGS INCLUDED �MXT 9 1 a ENFER SIR MAE v REAR ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH b 0'-0' FIN. FLR '"------------------------ 0'-0' FIN. FLR RIGHT ELEVATION SCALE. 1/4 . V-0' TEXTURED FINISH .0. OFF RIDCsE VENT OFF RIDGE VENT 'vEl i. 0'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH u DECO. DTL. A -V' FIN. FLR i441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngmp.com AA M. 0003325 Ey g� Tr 2 BUMM & LOT SILVERADO LOT 24 BLK 18 PROJECT# 04128.002 24181 MODEX. 4EBB "1828—CAU" GARAGE NTrn4G: RIGHT PARSE: ELEVATION " C'E 150 MPH ER. B ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -� aw CUTLET 20 AMP SNSLE POLE NOV CUTLET I1V 111ET N OP OUT11.111T up= TO SwrcN j �an IW OUTLET boxiew RMNeD FAULTO n PRWnWt (Trrele PONOWA 0 TYPe) "CUTLET (uI CONNECTION --Fi- Ilr Va NATERIRDO' 4MOOD FAULT OUTLET N16RIYREIt EWTW VANrCN 34MAY OPER • I CEILI MTD. Lrvl4T LIVING ROOM $4 BIMTON 4-WAY OPEN: TO 6E I 'PRE -WIRED WAPROVIDES CLG FAN C 7 OWNER'S PRE -WIRED ~ SUITE CEILING LIGNT J-BOX FOR I \\\ CFl CLG FAN OPT. FAN I © LED CIA LUwr ©VP LED VAINOR PROOF LIMIT OO VP VAPORPFOCI DINING n ► % F'CLG AN LIMIT 1 / TOE CAN S. 1 -b' 1 I I VNT-PAN ICFM PER aQ Fr. — 4 1 VV 1 I I 8D. MAJ11 FT VANITY — — S rarms 7OD EY IIJL�d`�( L _ _ _ _ _ _0. _ y— ( rurr&Ir I T I L reuleFAce IhNrJ GFI4 L _ _ L GFI i A.I.0 2 FLUORESCENTREF• / \ ' \ I \ — 1 1 L------ �� s• F AWPMSCIW ' � ; SINK DW I OUTLET pip �.I I II II _ \ DW 4' TRAM LtlNR L LAUN: PAN. _ _ �(1.1C GFl f cNillillPANEL \ RANGE \I I' FETER GFl O GPI / \ 0 Q5D. RnDNa DlnEerae _ _ ---- BDR1W4/ Ti 1 MALL MOUNTED s&TL macgd ► la+l \ Sr'gQl7/iBGfAR YLNNS�IS OUTLET FOR ®D FUTURE MICRO �,(1, y1r�8 _ — C ' ) ON Nor Less t14R1 41Ppwm WALL 11 Lt PRE -WIRED PENDANT LIMB BDRM.¥3 CLG FAN Lr� NATURAL d" \ 1 I I F \ R CUFLET . TgLEP mNe JACK P�-WIRED `\\ 1 _ `�Iqp CLG FAN 1 1 Iw DI m Wks. 1 S� � P.B. FOR \ r — — — —y (I AIAIR CONDITION11,111, O pocowNwr WE INU ON j GARAGE DOOR \ —?-•� FLJ A4dC IT 11 I I \ BOLLARD To OR IDX ' L I I \ AS REGl a Q I-em ACCORDANCE ev BeLrqopvw OX — x j j �'�f \\ WALL MOUNTED PER 15LM I•uw®'&sw+wr'°N I I �1'� \ LKaNT W/SWTOH IN SUPPORTED am BATH �f2 I I ® I \ ATTIC 1�aa cELresPINLIHf 4%c�GERDew1 I IS/CO I \\ l73 IYAIe�D ,Rs REI17I rat / 24' NC4NOESCM / _ \� g GLG. J �nnn LIMn &TRIP — x'►reonca+r ER BDRMJ y KEYLESS OUTLET VERIFY nno LeGNT STRIP enno 4s' NCANDESCEW IRRIGATION LOC. LOW srRP �` •� i/ I OUTLET • NLOOD LEONT y k-10M 4S' AFF. `GARAGPa PIRN-murmw FOR CNefs CLG FAN • LOCATION OF N 4 PNIONC OUTLETS 4 FINE TO BE vBRSRED a NCNYOtoo R►ERR FTC-CO&IBTRUCTION • ALL • 4 20 AM BIOAN W C 000M TO ME ARC FAULT \ FR0IP.GTLD FM ELECTRICAL PROVEN"OF �d \ `— &n+ ®rrEON r2en) 4 NEe 28ww 2eu mETEoa — — — — — — — — — — — — • 20 AM DEDICATED LAU DW C N=. l^AACH • GI9 . IBC@D UNTIDY ON ICITC38! CIRCUIT) • OWWI M DICONECT TO BE LOCKOUT N PANEL LIGHT • DA7NROOM EOSRAIIST PAN TO NAVE TIN. CAPACITY OF 90 CRT viniov mew PER ELECTRICAL PROVOIOW OF SECTION t1Me1,3 S LAUNDRY RO[DI2 r 2William ELECTRICAL PLAN • OM RECEPTACLE MNr1LL 13E FONT PAERSPERSONNEL EL CN RE1IEPTER PROTECTION PORK URNS P ET Ci RNIALL E SCALE: I/4' . I'-0' • URNS ELECTRICAL D OV06 BE NON I•lTALLIC CABLE PER ALL WOW T CCMKY A OP PRO T ATL L F OVEN • ALL 671IC t0 001'PLT WTN ELECTRICAL R'IRDVIIOltl AL tEE I rTN m rmIT2 . u. L L—AI•P& 6Y RD: F�sR AND TSe CP LIGORNG FLRST INEP--T FER Fae. sERGr fBEER✓ATIC4 fF I:InF6ITIA: ENERGY W P Panel MAIN. A PANEL StI6 wp cN, bmkw VOLTAGE: 120/24OV-1 PN MAIN: 150AmPM.C.B FEEDER 3-01 CUTNMIN & 1-G6 Cu (G) In 1 12• C. OR b OW AL TFM & 1-i6 Cu(G) In 1 10 C. wln POIe NT w4Ne WaR Dmw I weee I "Nem w PoI1 was w2 1 ID FxlMw NGFI bIUG 1GI0 � 2 w2 2 2p Yig.nen R,rry 10p0 6 4 & p 5 8 6Rx AR: C.U:1 1 2 A 6Pe.e r e PANEL -A PANEL 42Ot breaker VOLTAGE: 120/24OV-1 Pn MAN: 150Amp M.L.O. FEEDER bit CUThMIN & 1-R6 Cu (G) In t 10 C. OR 3-A7N AL TRMN & 1-i6 Cu (G) In 1 1/7 C. wln F.le er w.m Glow OIc11N web v e12 1 w 6mrll lee 1 2 epee —0 � e12 1 20 MOae.w/Novel (#1 lem s 4 w2 1 Z Smrll Pep— I= 6 e — wr. HeeOr 28 e12 1 M law 7 - #12 1 20 AFCI ,®p 9 ,e I= Wi M .2 , M B4N GFlR 1200 ,1 12 1" De--w a M4 1 16 wllW /Bw1.R&4Y Bs1M1RAFG wo 16 x M Ihr. W, w n4 1 16 A.--li AFCI m 16 to w4 1 15 ARem P , & AFO m 17 18 16R ww6.-1 . IT. e,4 1 15 6P&CAAFGI m 18 w I= Do.0—CFI 20 1 e12 M2 1 I ?a faun lil i-AF0 1— 21 22 ,ale IFarwivr LOL Rm.AM ID 1 .2 Eqs. Z1 26 x 26 Bee Bee Ovnlrff SuirAFGI 16 1 1 w4 04 ems: D iB 38 taa6 e.mxe m , i12 s1 31 a Si — a x s sP..• >6 x Sgce A >B PIT (F-6 WA 11410 s 46 la.ew ra«nnl6 eAls.halMwelWr t1Dpp 261ee IA.6e rdemna AOw eekWnbie/lew Demend Factor Cakmrtlone: ABBREVIATIONS: AFD: ARC FAULTCIICURNTERRLIPIER TIC NPNLPNCl/Qlf UWI Ow; GAMINDFAULTMERRUPTER io1N Iw8 nleed t.0.n.tl eutw dz/ep Fini tepeewsGp 1C0% 18peo R4meM edhtl40A 12pBe T— AIC Iw6 tesw LOAD CALCULATION IS BILKED ON AIC NON4bINODENT LOAD T—Cene--TVob 99wa Am I210wee M3 General L12hting & Kett e1• LOW TaYI AA; Fe. 1&28 Lh&Rs 9Wl R. 5184 14FIAs 1 atfiSViLi Net 100% 55 r..l G.=p a Rs I 5549 Ckri Tohl vmtO tT.:.el Ue a Rec Pent AI 111 6171 5549 I I � I I I 19 I I I I "' I I L I m LED LIGHTING DOUBLE LAV. OWNER'S BATH 150 AMP ELECTRICAL RISER NOT TO SCALE. (MINIMAL NOTES, A ELECTRICAL MATERIALS AND MTALLATIOM& SWY.L COFPLY WT14 ELEC IOCN. PROVISIONS OF TI•E RE IR ALN EDITION Gen), LOCAL. CODES, AND ALL LOCAL PIDUER COI'R ANY fMWU R MBM 0, ALL C4M" CPC BNALL BE TYPE TNNN/TNW LM-Eft NO= OTNEpYM6 PODER CC"PNNY TRANeFOp•EIE GRADE PROVIDE EO APIP, 20440 VOLT, I FH48E ORCO NDM ELECTRICAL BERVICE. PROVIDE 3 9 COPPER (CW N I-W" DIA SCMDULE W PVC CONDUIT OR PROVIDE 3 I -Pam TO END. I L I LED LIGHTING C� SINGLE LAV. w BATH -2 PROVIDE 3" Cu. TNRN • FIS CU IN 2' CCI DLT OR 3 A410 AL, T4MN • PS CU IN 2' COFOUIT. (CONDUIT TO.TERTNATE ABOVE 6CPPT • OvW%4ANW Com—TION eERVICE Io AN"P DISCONNECT INUTCN AM OOR40 VOLT ELECTRIC PIETER IN#I FNABE HIM MR E/CLOME M E NLO PANEL TELENIOW SERVICE CABLE TULEVRION ENTRANCE SERVICE 04TWAMM EOEMIW eGurmeT NTER6YBTE1'I 0101,10BI3 TPJIINAL AT LOW VOLTAdE C40NNECTIONO 144 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED ROOTER STEEL PER ELECTRICAL F 40V MCM OF TIE PIGS &!NI EDITION (tan: ! DW X S FT LONG COPPER CLAD GROUND TROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 Pit 407-7746078 FAX 407-7744078 wwwabliesigngroup.com AA M: 0003325 V � a q I R s ve stmDly. as LOT. SILVERADO LOT 24 BLK 18 PROJECT# 04128.002 24181 MODEL 4EBB "1828—CALI" GARAGE 81FMO: RIGHT PAGE: ELECTRICAL PLAN 150 MPH E . B 2' VTR2. viR 9 PW/ I iR'� / I �I 112, AUTO VENT 12, �\ jl 1/2�� 1/2' I i v2 ia� n. f 1� 1 2' 1UB 2 ( LAV 1 3 '21. V! 1 LAV I WC 3 3' I I 3' 3• I I/2 SHWR 2' WASHER 2' 2 Co 4 4 TO 1AIN PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: 1/4 . P-V' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 wwwAbdaWgngroup.com AA #: 0003325 g u Q D O SUDDIV. ac LOT: SILVERADO LOT 24 BLK 18 PRAJECT# 04128.002 24181 MODEL: 4EBB "1828—CALI" GARAGE 81IING: RIGHT PAGE: PLUMBING PLAN 150 MPH FpV. B M rs DATTEZ:; 04 /06 /20 SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES 1. ALL MECHANICAL EGUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REdJIREMENTS. 2- ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRICTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2Ol) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 01 CLASS I AIR DUCT AS PER NFPA WA 2-3) 4. FRESH AIR INTAKES SWALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH CiALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2OT1) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINNG BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHNG FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILING AND WALLS SWA,L HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILM OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMI'ENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DPP"RS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF I10 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK 1 BALANCING DAMPER OR OBD 4 CEILING EXHAUST FAN CEILNG EXHAUST FAN a LIGHT O/A OUTSIDE AIR ® THERMOSTAT B PASS-THRU AIR GRILL NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE FPE. ELEVATION. NOTE riL 6. p 44, ALL HVAC TO HAVE PROPER 12XS PANS W/ DRAWS SECURE STRAP TO CONC. CONDENSER - - - - - - - - - ATTIC W/ (2)-3/Wr'X2' TAPCCNS UNIT SIMPSCN WO ROLL STRAP I µxµ O OR EQUAL 4' 4' U. CEILING O O EXTERIOR WALL - ---i - - - - - - - - X6 - TH PLENUM AIR RETURN SECURE STRAP TO UNIT W/ (2) ° ° I 14' 4' CONCRETE SLAB °BXI 1/4' SHT. MTL. SCREWS - - - - - - SUCTIONAND LKdU1D jjTcu AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT `- ---` AIR HANDLER y CONNECTION TO PAD a�;;1 LAUN EXTERIOR L WAL ---- y 3/4' PVC CONDENSATE DRAM LINE NOTE: MAN COJD. DRAIN 3/4' DIA �� OVER HEAD tt' FROM STRUCTURE0 EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB O _ _ _ ` - I BDRM. 4 / T REFRIGERANT LINES TO - - - - T PLATFORM RETURN CONDENSED UNIT I 1 I I0X6 DRYER TRAP DRAIN LINE AND TERMINATE i i4' V.7R IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012A I _ HVAC DRAINS 10 �X6Inr 4' LI - - O SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL COUNTERSUNK C.O. PLUG . � �� I 1, I II CFM 8X4 i I I BATH if 2 L J a I'-6' ®A 8X4 _—SEE SPEC ('yARArF. BRASS PLUG —'�--FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K "AM 86000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC nFLOOR SLAB CLEAN -OUT (TYPj FIN. GRADE OR PAVING r-Ja'xv C0W— FITTIN53 OR EXTENSION TO SOIL OR WASTE AS REQUIRED gEXT. GROUND CLEAN -OUT (TYPN ) MECHANICAL PLAN SCALE: 1/4 ° I'-& f 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774E078 FAX: 407-7744078 www.abdesigngroup.com AA is 0003325 w L4 64 u UBLJSDIV >k LOT: SILVERADO LOT 24 BLK 18 PROJECT# 04128.002 24181 3tOD=. 4EBB "1828—CALI" GARwGE swsrrO: RIGHT PAGE: MECHANICAL PLAN 150 MPH EXP. B 2X4 TOP PLATE PLAN 'lz PRE -FAD TRUSS In. GLfs. BOARD V2' DRYWALL --� Wr SECURE BT. — PLATE TO SLAB W/ 1Od MASONRY NAIL • 32' OL. MAX FIN. FLK 2X4 WOOD STUDS •24' or_ IVC.JIt; 01 wa Iry PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN ib' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' OZ. (a:)TYP. INT. WALL (NON-BRG.) Dj SCALE, 3/4'.I'-O' FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSM.0 ON J' OJ9$. SHEATHING OR;' CDX PLYWOOD SECURED FER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I'-,. TYP. OH. 5/8' GYPSUM d OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2APIPE THROUGH BOND BEAM D1_ SCALE: 3/4'.I'-0' ENERGY CODE FORMS ATION fit -VALUES �RENCE STRUCTURAL ELEVATION WIND W ATTA W ILJ,V�V I� WI'IDgU ATTAC4FENT �AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIFE • 24' OjC. 8' CMU U2' GYP. ILL. BD. WOOD BASE 0'-0' FIN. FLR1 m: 4 n W/ WINDOW OPENING ti FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSA ON OAM SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENGTRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR n TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF 4 1-STORY HIP BLOCK WALL 2) LLAAYER11AdDERLAYMENT SYSTEM D1 SCALE, 3/4'.r-V' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4865 TYPE IV, OR ASTI D 6151 m dmu 26 GAS LINE THRU BLACK ura xr•r.I FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rwb.Li ON a' 09JB. SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1,_®. TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS ... •••4...... •4iv=�irf rleov= ��. �,�• - `QMWKAD DOOR ATTRDYAL R80. B�1e11iF *� r BY OTH M PASTSIRD TO Rx TRAM eAMoxro 1Od'' w PRODUCT APPROVAL FFM s GARAGE DOOR JAMBS D1 SCALE: 11/2'=1'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS STIFFBACK AT ALL UPRIGR PER STRUCTURAL DETAILS PRE-ENG IUD. TRUSS STI%JC2x RAT RUN SECURED PER— / STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' W1544 STRENGTH CLG. BOARD 1/2' THICK, 2 COAT-J-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR,L a 4, n W/ WINDOW OPENING n R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS * 24' O.G. 1/2' GYP. ILL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSOSJJ ON I. O.SB. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE ON. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS 11 WEEP SCREED \--2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0 0'-0' FIK PLR n TYP. WALL SECTION NO OPENING 5 1-STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-0' 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 4: 0003326 w 4 0 $ 0. 81 C � o To O i 14 SunDIV. ac WT.; SILVERADO LOT 24 BLK 18 PROJECT* 04128.002 24181 TI[ODEL- 4EBB "1828-CALL" GA "C;Z aWMC;: RIGHT PAGE: DETAILS 150 MPH QW. B PJ 191 \I // I® W CUr NAL& eIDEe 2X6 GARKi• DOOR BIIGrc RV (e) N X"' A -COLTS 4' EMOEDNBR MRL 0 2W)4 UK"I! AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR WM M JOINTS PRIOR TO FILLam I-2X6 PT BLOOK • CENrER OP 9 DOOR HEADER AM)JPW J-BOLTS 4• E110M ON, W 2WW WASHER AND NUT. ® M_L_L MIC3URB #4 DANCE TO MMt.FAOTitER'S NSTALLATWFON ttSTRICTIOtet WERE SUCH NSTRUOTIONS ARE MORE STRNGEdT GARAGE DOOR %11BUCK ATTACHMENT e' cm )f' DRYWALL I'X4' OR I'X2' P.T. NAILER ❑TI(MIN. Ix4 P.T. OR %X4' MIN. SECURE TWRU PRAME t EXTEND 1 4' INTO BLOCK ❑W/ Vo' TAPCONB SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I -A. WITHIN 8' OP EACH END t I8' O.C. MAX SPACING \DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANYFACTURES DETAILS. NOTE: 814 M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +5/4 (A WENDOA TO BLOCK +3/4 OR +5/4 SCALE: N.TA 2X4:m SECURE TO BLOCK W/ TAPCONS OR (MIN. SHANK SIZE .145 MIL HEAD SIZE 300 MIN. EMBEDMENT I V) WITHIN 8' OF EACH END t 0' Or- MAX SPACING. 2)(6:me SECURE TO BL WR-W&' TAPCC*WMM. r'bAANK SIZE 145 MR HEAD SIZEDAve WITHIN 8' OF EACH END < G MIN. EMBEDMENT I Y4TT MANUF MIL EMBEDMENT I Y4) 8• . . yJ. 2X8:m ❑ I'X TAPCONS MM. SHMK SIZE .145 MM. HEAD 512E 300 DOOR ) CMW O.C. MAX SPACIN DRYWALL 4. OR IXV P.T. NAILER SECURE TO BLOCK W/J-)W OM GA81NG JAMB OR WINDOW ACH TO 2X PER WITHIN 8. OF EACH END -1 ACTURES DETAILS. 18 O:C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-1 2- �n\ T/DiDOIf TO BLOCK +1-1 " 2X4a SECURE TO BLOCK W/ Ya' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT I Y4') WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' OG. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W12-V NON-STRUCTURAL V.- TAPCONS TAPCON MIN. I-Y4 (MIL SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE J' 00 • CMU MIR EMBEDMENT I Y4) • DRYWALL WITHIN 8' OF EACH END < •X4. OR 1'X2' P.T. NAILER 18' O.C. MAX SPACING. ❑ 2x8:m SECURE TO BLOCK W/2-Y(r,' 7ir' O.S.B. X 4- MIR TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MR EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. IS, D.C. MAX SPACING. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-15 81¢" WDIDON TO BLOCK +1-15/ " SCALE: N.TS. 2X4:m 2X4a SECURE TO BLOCK W/ Ya' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT I Y4') WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' OG. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W12-V NON-STRUCTURAL V.- TAPCONS TAPCON MIN. I-Y4 (MIL SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE J' 00 • CMU MIR EMBEDMENT I Y4) • DRYWALL WITHIN 8' OF EACH END < •X4. OR 1'X2' P.T. NAILER 18' O.C. MAX SPACING. ❑ 2x8:m SECURE TO BLOCK W/2-Y(r,' 7ir' O.S.B. X 4- MIR TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MR EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. IS, D.C. MAX SPACING. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-15 81¢" WDIDON TO BLOCK +1-15/ " SCALE: N.TS. 2X4:m SECURE TO BLOCK W/ W&' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT I Y4 ) WITHIN 8. OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROIIGHI SECURE TO BLOCK W/2-%' NON-STRUCTURAL V TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIR HEAD SIZE 300 MIN. EMBEDMENT 1 4') 8' CMU WTHM 8' OF EACH END 4 14' DRYWALL I8' O.C. MAX SPACING. 2XSm ❑ VX4' OR 1"X2' P.T. NAILER SECURE TO BLOCK LLV2-)W CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MM. EMBEDMENT 1 Y4) TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. Wb' O.C. MAX SPACING NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOORJAMB TO BLOCK +2 1 4' TIDww TO BLOCK +2 1 4" " SCALE: N.T.S. 2X4m SECURE TO BLOCK LV V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I YW WITHIN 5' OF EACH END t NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROWN SECURE TO BLOCK Wrt-.•NON-STRUCTURAL V TAPCONS TAPCON MIR 1-Y4 (MIN. SHAW SIZE J45 EMBEDMENT INTO BLOCK MIR HEAD SIZE 300 • cmMIN. EMBEDMENT I Y4') ' DRYWALL, WITHIN 8' OF EACH END t X4' OR I'X2' P.T. NAILER 18' OL. MAX SPACING. El SECURE TO BLOCK Un-%' TAPCONS DOOR CASING (MILL SWANK SIZE .145 A MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER IS' OZ. MAX SPACING. MANUFACTURES DETAILS. xae wf M moo to rain are eoo •p oC�X) DOOR JAMB TO BLOCK +3" E T/INDOW TO BLOCK +3" SCALE: RTA 2X4m SECURE TO BLOCK UY V TAPCONS (MIN. 814ANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WO-V NON-STRUCTURAL • TAPCONS(MK SHANK SIZE TAPC CN MM. 1 Yi J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') 8• WITHIN 8' OF EACH END I Im )S• DRYIUAL.L 18' Or -MAX SPACING. ❑ 2X8:m IX4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-)w 2ND 2X SECURE TO TAPCONS(MK SHANK SIZE STRUCTURAL MEMBER µg W/(2112d WITHIN B' OF EACH MR HEAD SIZE 300 END 4 6' TO 8' O.G. MAX MIR EMBEDMENT I Y4) CASING WTHM 8' OF EACH END 4 DOOR JAMB OR WINDOW IW O.C. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +W F�SCALE. N.TS., KT.S.W TO BLACK +3" 2X4m SECURE TO BLOCK LLVY4' TAPCONS(MR SHANK SIZE 145 MIN. HEAD SIZE 300 MIR EMBEDMENT I Yi) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END t MUST BE ON OUTSIDE 4 18' Or— MAX SPACING. SECURED THROUGH 2X64s NON-STRUCTURAL V SECURE TO BLOCK WA-1/4' TAPOON MIN. 1-Y4 TAPCONB(MK SWANK SIZE EMBEDMSNT INTO BLOCK J45 MR HEAD SIZE 300 • cmMIR EMBEDMENT 1 Y4) • DRYWALL WITHIN 8' OF EACH END 4 IS' OG. MAX SPACING. 'X4' OR VX2• P.T. NAILER 2XB� SECURE TO BLOCK W/1-V4• 36' CAB. X 4' MIN. TAPOONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS' Or- MAX SPAGMG. MANUFACTURES DETAILS. •IOi16 YM M•io t0'YM JYf f"O:tl1 O•CmiX') DOOR JAMB TO BLOCK +3-7/18' in1 WINDOW TO HLOCK +3-7/18" " SCALE: N.TS. 2X4= SECURE TO BLOCK UW4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END t "JOT BE ON OUTSIDE t 18' 0 MAX SPACING. SECURED THROUGH SECURE wzuR NON-STRUCTURAL I)(.' TO BLOCK Wli-V4' TAPCONS TAPCON MIN. I-Yi (MIN. SHANK SIZE 145 EMBEDMENT INTO BLOCK MIR HEAD SIZE 300 MR EMBEDMENT 1 YV 8' CMU WITHIN W OF EACH END • )j' DRYWALL 18' OIC. MAX SPACING. I'X4' OR 1'X2' P.T. NAILER 2X8sm SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONS R CASING(MIN. SHANK SIZE J45N. H MIEAD SIZEMIN. EMBEDMENT I Y4) rOO OR JAMB OR WINDOW WITHIN 8' OF EACH END t TTACH TO 2X PER IS' Or: MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BIDCK +3 3/4" 11BiDOW BLOCK +3 3 4" H SCALE: RTA 4 1A41 N. RONALD ffGAN BL078 VD LONGWOOD, 27m50 PH:40T�77 FAX 407ro07 www.abdesup AA 5 a r M p i is � tw6 o II OM a LOT. MOM SILVERADO LOT 24 BLK 18 1pRojzclr# 04128.002 24181 11[ODEL• 4EBB "1828-CALI" GARAGE 8VFWG: RIGHT PAOE DETAILS 150 XPH ER. B D AT31h- 04/06/20 8CALM 1/4"=f-0" ET OHL 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 2 117 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 13872A 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.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 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 2017 FBCR 12/31/2020 104413 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. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 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 12/31/2020 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 FL37676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FLIS332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 153S3.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 1SO76.1 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 12/32/2038 FL 15279.S 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 30477.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 1326S.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL4103.1 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 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: 03/14/20 i44i N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774I078 wwwsbdesWgroup.com k AA /: 0003326 % a 9 axmDIV to LOT SILVERADO LOT 24 BLK 18 PRojmcT# 04128.002 24181 MODEL 4EBB "1828-CALI" GARAGE 81INIIdG: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B PIE9101111 ED CONTROL JOINT FLANGE OF CONTROL JOINTS Td BE W IE-0 TIED TO LATH • &• = MAX (VENT1 MOTEL DO NOT FASTEN CONTROL JOINT TO UU4LL EVEN IF STUD STEX16T& BEYOMD EXCEPT STAPLES W( W LEG MAY BE USED TO TEMP. SECURE CONTROL. JONT WRING INSTALLATION —, PASTEERB TO BE SPACED-� • T• oc. MLex vEIITKJLIr / }• 714M 3 COAT CEMENT PLATER 00 LATER 4, FORTFIBER BULDINIS PAPER APPROVED METAL LATH FASTENED •T' (VERY) OO. MAX AT SUPPORTS WRS LAYER -q. STUCCO TRAP WOOD S/EATMNG LATH SMALL BE cOMrrwoue rN4IaNGM JONT6 BUT IN BE STOPPED TIED AT EACH 6DE 2X4 BLOCCM PER ASTM C1663 PLACED PLAT MAX W TO V T1014 \ FROM CONTROL JOINT WFEN � CONTROL JOINT FALLS ON JOINTENERS / STRUCTURAL STUD TOR LATH TO BE NA" On i STAPLES N COMPLIANCE W( ASTM CW&3 2. UURE TIED TO BE (NO. 16) 0D416' ONE 3. BLOCKING SHOWN MAY BE IN ADDITIOy \ TO WALL STUDS IQGCARED PER FLAN Ol r0.D I&IAIO • R. A OLP0.D NWYO PT.. L colLAN • M. s • CIOAN . PR. c OL ICLD NIYO • R. >_ CONAM • n. s FOLD Y ® 1r0.0 NWIO•PLA x clEAee • n. e L cICMII • M. C A POLO Pr. c Qvm R. Is TLL R. c TODUCrM NOrICH PLAN= Air r 0 .olTa•I I,.rNWc MTlI TtlIR NAL ratio. pQ N(acuT. COAT CEMENT TNYel 9J• CCOAT .Y) APPROVED Bun.Dlr► WRAP 64ALL DE LAPPED A MINIMUM OF 6' • VERTICAL LAP& (ROLL ENDS) 4 V • HORIZONTAL LAP&. ALL SEAPS HIED TO ISE TAPED WITH PORTMEN SEAWING TAPE / r r•a i..v . Meru un+ \ — 1 METAL LATH UM LATER -L STUCCO UAYAP •• nN , � AUKS LAYER 9, PORTFICE t \BUILDING PAPER 2�APER LAP SCALE. 1 VJ'.I'-0• ® KICKOUT DETAIL Nam, SIDE LAPS OF METAL PLASTER BASES SMALL BE SECURED TO THEY SMALL BE TIED BETWEEN SUPPORTS WITH DO41&-IL (191-M9) WIRE AT INTERNALS NOT MORE TLLW V (22S-MhA AS PER ASTM C1063 T'I FOR REPAIR OF TEAM N WIN, LAYERS, TEARS MAY BE PAWNED WIANCUSE ~ TAPE PER MANIF. SPEC. OR PEEL 4 STICK \ \I ROOF' "mm TIWHT NIL "moon ec SOUo222KZ OR nleeeilerrlor6 ��3 COAT CEMENT TER METAL LATH IRIS LAYER 4, FORTFE ER BUILDING PAPER INS, LAYER'L STUCCO uRAP WOOD SHEATHING WOW 6TUC ONEATNNG STUCCO —•1-� w : roAVTMe. DlZwSjDvvAImj WOOD SHEATHING OR CMU UP0 LAYER PI, STUCCO WRAP (FRAME ONLY) THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER (?DOF/11JA -L SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 41AW 4• APPROVED NOUN YII/l. PLASMNG TO EXIBND ALTO PIPE I. OR LESS IN + P@EKdNTRATI CUT AND OVERLAP ONE SIDE OF SELF-ADFERING PU99BRAME FLAS14M STEP •1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLED) AS — REOUN® TO SECURE PPE( WIFE TO FRA INS. f=l =E N.T.S. 6Sr6' SELP-ANOIEIUtING MEMBRANE FLASHING (COMPATIBLE IW MOUSE I.RAP MATERIAL) OVER 4%V SELF-AD44EP04S M'EI'IBRiME FLASHI d. OVER APPROVED WOLIN WIi.AP. allo ova CUT AND OVERLAP ONE SIDE OF SELP-A71ERI NG MEMBRANE FLASNNG AM LATER R, PORPFE It BWDIIG PAPER METAL LATH 6'A• SELF-AD1lR I NG MEMBRANE FL.ASH►Ys OVER 4W PLABHNS OVER APPROVED MOLISE WRAP. R_A&MNG TO ExtI9No ONTO PIPE COAT. BEAD OF SEALANT AIR RIC COATING OVER STUCCO/ (SEE TYP WALL SECTION) CTION PER SECTION RM7 EtMbr uer oI portl•ntl w"•rW plwYr h l —*.i•N ft apPI-t.. requ.—ft of ASTM C 926-72A trrhlafion & •rtari"r 1•INnp •ndf.." aM dw"Wy viM ASTM C 1063-12A. 0MAUl02ti7 ��1I Wf 33TO5I I LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER *2 (FORTIFI5ER — ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-541-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www abdesigngioup.com AA �#: 0003325�#: 00033255 ~ O 3 i iRS 6U8DM & RAT SILVERADO LOT 24 BLK 18 PROJECT# 04128.002 24181 MODELc 4EBB "1828-CAU" GARAGE SKIING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B DATE:04/06/20 SCALE: 1/4"=1•-0" almwr WA1 BACKER ROD WRB LAYER % STUCCO WRAP INSTALL b' SELF-ADWERING MEMBRANE FLASHING OVER TOP, SIDE(8) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECLENCE OF FLASHING TO BE: L BOTTOM, 1 SIDES, 3. TOP VENT GAP 18 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO CM ALL SIDES, & CAULKMG • JOINT ALL AROUND PER SECTION R709.7 E:xleft 1@11ft and DI 1Mq 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 J' T141M 3 COAT CEMENT PLASTER METAL LATH WRO LAYER 7, FORTIFIBER BUILDING PAPER WOOD SHF-AT14M DRYER VENT ( FRAME) LEGEND DRAINAGE PLANE (WEB LAYER 01, STUCCO WRAP) WRB LAYER a2 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LO STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'autC K FLASH' PIPE THROUGH - WALL S' SELF ADHESIVE FLASHING (INSTAL PER MAN IP. SPEC, BUILDING PAPER UNDER 'CIUICK FL i A VENT PENETRATION SCALE: NT.S. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION --ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM C'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 HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THIA' NO MEMBRANE ENTERS BOX, APPLY TO FM EDGE APPLY E-Z OVER SO MI GRADE 'D' FELT -PROM SEALANT Al JOINTS AND INTERBECTIC WOOD 81-EATHMG IUM LAYER 01, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH TO WIOOD STRUCTURAL t • I'Or- MAX V TO $' MID -nu: L SEEP eCIFPJM ADHESIVE FLASHING, CLEAN MASOMW BEFORE APPLYING V FM184 • MA60NRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER 91, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLABHMG APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UIRB LAYER 01 STEP 1*1 STEP #2 WRIB LAYER 01,STUCCO 779t_� STUAP WR APPLY 60 MN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER AFROVED HOUSEWRAP STEP #3 VA I SELF -ADHERING Ifl ® MEMBRANE FLASHING WRB LAYER 02, FMTIF15ER BUILDING PAPER STEP :04. ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) — METAL LATH STEP *5 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX- 407-774A078 wwwablmlgngmmp.com AA E: 0003325 y q S a n • rV O W m O 5 i sxmDrv. ae 7:AR`. SILVERADO LOT 24 BLK 18 PRDJZCTO 04128.002 24181 IMDEX.c 4EBB "1828—CALI" GARAGE 81rM0: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B w 0 [DA'MM- �T04/08 7 CW.1/4"=1'-0" *MET W A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER - - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO -ADHESI 1z v2 CORNER BEAD (FASTENER 4 SPACIWs ® "I' O.C.) %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 R\CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774-4078 wwwabdesigngroup.com AA#: 0003325 Gi 8 W suaDiv. a LOT SILVERADO LOT 24 BLK 18 PROJECT#f 04128.002 24181 MODEL: 4EBB "1828-CALI" GARAGE BVnNG: RIGHT 1PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (111R5 LAYER "I, STUCCO WRAP) UUR5 LAYER 02 (FORTIFI5ER — • . • . — 5UILDINCa PAPER) METAL LATH x—x—x—x STUCCO WOOD SIEATHMB4— DARRI�ER 61STIVE WEATWER W"* , 11 x i�Y.• LA aox� / !•• aw-ADHERM R.ASWM16 STARTER STRIP \ FLAGWM 4RESISTIVE MARINERBARRIER IE618TIVE BARRIER -2 y R RDFEIO+G ASWM GALw METAL •P Ri. WNW 'B° TRIM plallmut / UIEOD6MEI'EEAR i OR APPROVGAP E SIDING TO STUCCO ® BLOCK TO FRAME n A TRANSITION w 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngfoup.com AA •: 0003325 V C SVHDIt1 Ae LET: SILVERADO LOT 24 BLK 18 PROJECT# 04128.002 24181 HODEZA 4EBB "1828-CALL" GARAGE 8TIMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH W. B n a F-PRUAE: 04/06/20 sCA=. 1/4"=1'-0" SHEET WA4 1/8, TEXTURED FM1814 • WOOD, L— J V2' TEXTURED. x .:. ----+— 2x6 SUB-BANb FMI • GyAI x x x W/1'x4' NOTCH METAL LATH x x x x x r-------- ----- --- END, WRAPPED IN / PEEL 4 STICK METAL FASCIA WRAP WOOD SWEATWW3 x x x x x x OR cm WRI5 LAYER "I, x x x x x x I, DRIP EDGE STUCCO URAP(FRAME CNLY) x x x x x x x x x x x x I 1\ WIRE LAYER 4, FORTIFIBER x x x x x x x x x x x x x I j 71 1/8' TEXTURED 1\ I\ FINISH ® WOOD \ 2x6 sue BAND (FRAME ONLY) �ws CST 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 FRAME OR CMU FELT PAPER 1/8"; 1/2' TEXTURED < x x x x x x x x x x \ : I FINISH GMU / \\ DRIP eDc,E x x x x x x x x x x DRIP EDGE \\ \� I V METAL FASCIA \\ I ""—METAL iuclt our x x x x x x x x x x x x (REFERENCE POINT ONLY FOR WALL OFF WRAP 1�' FROM ©FAN X �I STUCCO, I' FROM \ SET OF COMPONENTS) �- - - WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X& \\ SUB BAND ONLY ®ELEVATION ®PLAN A ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) \ DRIP EDGE, I' OFF WALL NOT INTO STUCCO) 11/8' TEXTURED FINISH A / WOOD, 1/2' TEXTURED / / FINISH * 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 PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND WA/'x4' NOTCH s END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) 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 x x x I 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 ��j�x x x x x ZC x SUB BAND DETAIL C9 WALL W/KICK- OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wl%'x4' NOTCH B END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wl%'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 407-774.4078 wwwAbdes4p%grouP.twm AA is 0003328 N � 6 b b 0 SUDDIV. & IAT SILVERADO LOT 24 BLK 18 PROJECT# 04128.002 24181 MODEI1 4EBB "1828-CALL" GARAGE BTIIMO: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH . B NO DP 04/06/20 SCAM: 1/4"=l'-0" SHEET WA6 39'.8" 28'4r • — — FM-12X12 — — — — 1 — — FM712X18 — — — — — — m I' 4" CONC. 4 IN WILL SLAB ILL I ILL OW m a �3 1/2 1'-0• I.F-24X24 l 10'-0" 0 I. r 1 FM-12XI8 EXTEND SLAB 1 1/2" I • I I 1 I 11 I e I TOP OF SLAB I M �I I I I I I IN ILL I I. I •I I I• I 1 4" PVC I 0 1%CHASE TE-1 — i I N I ,:51/2 ' 42.-w 17•-8" `I �'�� 5 T-0" m I I o LLI • 1 TEND �--' — — —'1 SLAB 1 1/2" 2 14" CONC. FM-12X18 SLAB awl 1 *3 1/2 coa) I '-/" I(5 LL ---- O LL 2 71/2 i 1 in .1 ao L 1.1 FM-12X18 1_ J 0 FMG12X18 ' FM-12X18 FMG12X18 4 4 1.1 1.1 10'-2" 3'-10" 2'-8•' 21'41" 14'4r 4'1" 39'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" Lei FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #8 BAR, OINDICATES #6 BAR,I♦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 (05 = 3(r, #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #55 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 16. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.1. 530-1 WASCE 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" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 61h EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 wm, 1.40VAPOR VER GENERAL 312" 6 6 MIL COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 101, FM-12z12 12, CONTINUOUS 12' - (2)#Us FM-12118 12' CONTINUOUS 18 - (2)#5's FM-16x18 16" CONTINUOUS 18" FMG12x18 12, CONTINUOUS 18" - VARIES za" 24' li N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup eom AA #: 0003325 �a 4 d S 5 ti BUBDrv. ae MT: SILVERADO LOT 24 BLK 18 PROJZCCT# 04128.002 24181 MODEL- 4EBB °1828—CALI" GARAGE SWING: RIGHT 1 PAGE: FOUNDATION PLAN 150 APH IV. B DPRINT 04/06/20 SCALE: 1/4"=1'-0" SHEET s1 30" MIN. EACH WAY MONOLJTHIC FOOTING }} STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND $ R CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS O t SPACING REQUIREMENTS K G Lu � W U � - �+- 1 GARAGE DOOR 9 U m U W o ., J RECESS g�- a a p s I � FM g� K Z B' CMU WALL O d) &' CMU WALL I I .. CORNER BARS, SAME SIZE AS BAR W W 8e O m g ib b Z e- 0•• -0' 'If IN FOUNDATION WITH 30" LEG EACH - 7 W = /n w a-m TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I ... - SO THAT THE STEEL REINF, IS CONTINUOUS TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS I �I R " EXT. PORCH SLAB W/ SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (,STORY) 18" EXT. PORCH SLAB - VARIES - - SEE SLAB SCHEDULE• TOP OF GARAGE . I Ig CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET �- 1' AT ELEV. -pe 1/2' ISOLATION JOINT (WHERE ^ • •� •� � 8' CHAMFER (2-STORY #4 24" W/ 117. ISOLATION 4" CHAMFER (iS70RY) I, `-Y�� � 6" CHAMFER (2-STORY) � . a -a• APPLICABLE) z i SEE SCHEDULE #6 3a' JOINT (WHERE. APPLICABLE) Z •_ EE SCHEDULE 4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY 2" AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO ##8T EXTERIOR MONO -FOOTING %.,EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE S�°' CORNER BARS DETAIL DOOR OPENING GARAGE Y SCALE: 3/4'"=V- SCALE: 3/4' =1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ l6d COMMON � AND NAIL W/ 16d COMMON NAILS, 2-ROWS, V 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'L I 2z4 OR 2(6 WOOD BEARING PROVIDE BLOCKING WALLW/ SYP 2z4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALLW/ SYP No 2 STUDS SEE 2" CAPPED 5 !n NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED W/ 2- PART K g SPACING. SINGLE BTM. PLATE 12'k8" WEDGE ANCHOR W/ 7' BTM. PLATE TO BE PT. W/FLANGE BASE a EPDXY. MIN. EMBED TO BE P7. PROVIDE DBL TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL TOP PLATE SECURE BT. PLATE TO -I Q 8, LINO PLATE EPDXY r-I/T EMBED. MIN. Q 16" OC SLAB W/,Od MASONRY b Q O FOLLOW ALL MANF. SIMPSON SPF14 OR SPH6 MAX NAIL 16 O/C STAGGERED. ih = 0: SPECIFICATIONS FOR U) ¢ BTM AND TOP PLATE ADDITIONAL METAL F vl USE AND I ANCHORS W/ 10d 1 SCURE FLANGE TO PREPARATION OF COMMON NAILS FILL ALL I ALL REQUIRED NhIEN NO LAB W/(4)1!4" X 21/4" Z K HOLE. HOLES, DO NOT USE 100 W W UPLIFT U^ PRESENT. TAPCONS ESE o x S' w SEE SLAB SCHEDULE Q K SEE SLAB SCHEDULE O} Q Q T- ' TOP OF SLAB a-0•' TOPOF SLAB 4"CHAMFER (1STORY) �6CHAMFER (2-SORY)�ULE =AND EQ. EQ. EESCHEDULE SIZE FOR WILD, BAR SIZE ADDING BAR TONTITY AND BAR QUANTITY 6CALE:34=' ° MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL 7 INTERIOR CURB FOUNDATION WOOD WALL 6 6cALE 3/4•=,'-a• (W/ UPLIFT) $ SCALE 3/4"=,'-a• (NO UPLIFT) SCALE 3l4•'=,•a. LAP TOP PLATE A MIN. OF 46" 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 W/ PLAN SPACING REQUIREMENTS I z 2%4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. E SINGLE SECURE BT. PLATE TO O Y BTM. PLATE TO SE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 16' Q W m O/C STAGGERED. ADDITIONAL METAL U a CONNECTORS NOT REQUIRED WHEN NO U 8" CMU WALL UPLIFT IS PRESENT. Z y POURED LINTEL CONT. (TYP.) 6' CMU FILLED CELL (TYP.) - TOP OF SLAB � y': SEE SLAB SCHEDULE Ie 2X WALL FRAMING ti '. SCHEDUI-E 1/Z'DIA SIMPSON ST82 BOLTS 5' e- 0'-0" Z _ 77SIZE MINIMUM EMBEDMENT INTO TOP OF SLAB . ° ^ g ATED" 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 -3 FOR WxD,BAR FOR WxD, BAR SIZE f/AND BAR QUANTITY AND BAR QUANTITY /L COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3M"=1'-0" (NO UPLIFT) SCAB: �4=,•.o SCALE: 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngmp.com AA #: 0003325 M q SVHDiv. ae I.oT: SILVERADO LOT 24 BLK 18 PitoizcT* 04128.002 24181 Moa� 4EBB "1828—CALL" GAIMaIC 811111MG: RIGHT PAGIM. DETAILS 150 MPH EXP. B DATE: nn04/OB/20 BHEL'T S1.1A DOWEL PLAN SCALE: 114" = V-0" 4 N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-GD78 FAK 407-774-4078 www.abdesigngroup.com AA 5: 0003325 v q. a ;Z-'"oxw SUHDIV. & LOT SILVERADO LOT 24 BLK 18 PROJECT* 04128.002 24181 MODEZA 4EBB "1828-CALI" GARAGE 871ING: RIGHT PAGE: DOWEL PLAN %150 MPH EXP. B im DAA=: 04/06/20 SCALE: 1/4"=1'-0" SHEET s1.2 TIESARVEE RTICAL REBAR TO HORIZONTAL RHOOK GROUTED BON. BEAM VARIES PER ELEV. Z ° L 7 i< a O CLEAN OUT REQUIRED Q FOR INSPECTION n ( TIE`ERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK BAR SIMI 48 BAR DIA Z #P3 19, i > #4 24• OU N5 w #6 W, #7 4T HORIZONTALNERTICAL (D - REINFORCING SCALE: 3/4"=1'-0'• Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ¢EL t SPACING REQUIREMENTS Oo V � J ro Z 6' CMU WALL M +_ cr 6 a TOP OF SLAB - - q - TOP OF SLAB SEE SLAB SCHEDULE W BAR SIZE 48 BAR DIA > EXT. PORCH SLAB ,V CHAMFER (1STORY) O ° W/ 10 ISOLATION 6" CHAMFER (2STORY) #3 ,8' U v ° JOINT (MERE #4 24" APPLICABLE) Z MATCH STEEL #5 30' REINFORCEMENT 6" PVC CHASE PER SCHEDULE 36" 6'• PVC CHASE THRU FOOTING THRU FOOTING #7 4T MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4 =,•-0'• #5 BARS E ;b mill. •• b b CMU UNIT DIMENSIONS m ARE NOMINAL SIZES vne MASONRY SYMBOLS `+ � SCALE: 3/4'=1'-0" 1441 N. RONALD REAGAN BLVD, LONGWDOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA lk 0003325 4 C sysDiv ac LOT: SILVERADO LOT 24 BLK 18 PROJECT# 04128.002 24181 MODEL: 4EBB "1828-CALL" GARAGE 81IFUM: RIGHT PAO= DETAILS 150 MPH EXP. B DPRINT 04/06/20 SCALE: SHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WT (8) 10d x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 12" 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 PLACEDAT 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 PSS36, .IT7" " x 2 7/8" LONG, WTH 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 OTHERVWSE. BEAM SCHEDULE ® 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 (�) SIZE ml, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8x8 (1)#6 N/A GROUTED SOLID "CAST-CRETE' SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT r'�^ SAFE w� IM �•�" SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH an arias ser VIM s/s11 aFlam awtB ata9m W2010 WAS-01 eP 40 OrA m WWta Nam i TYPE LENGTH BllB SPo RCMU TYPE LENGTH etan own SIFUM N%W srn sear ffdNino N�CAST22>h an 5m am7 am 9m2 trot VW (427 PRECAST 1025 1024 1598 Tor (4:M PRECAST tar 4e94 ew ma lam(42.) aea9 4w $113 7547 em4 imm 118r tar 4w mm ma 7wCd PRECJ18f 7918 2m/ 27a1 m= 41m am1 7w m07 4d (48') PRECAST 786 759 1909 4'd (48") PRECAST t2r 92M ala 4m aam am(487 am 4w $113 Tan w4 Iw4 11w "a agile 4t= ba= am 4'-0• 1549 PRECAST ISM21m tm mm snot am 41711 moo m4IW 4'd (54•) PREg16f 5� 591 1073 4d l�9 PRECAST am 4m m1 em 4m mta man em2 1we ltw 12U 33M 4m Nit emam1a1lm2ametaam,me (54•) PRECAST 1217 S-t• (S4� PREf1A$f 171 411 745 8�• 1549 PRECASTtme =11 aw a111 4m im a0m m16 7647 am aam 79e1 4e12 V-IV (70•) PRECAST 1082 1tr14M I= 1w am am 70r 8-10• CM PRECAST 340 339 016 SAW (M PRECAST w m mm ae= 4/a Tut 7tm a31mm an m tea 72m fm 31m aem 4fa Vd (In PRECAST 908 12m atm amt 37m 4a1/ am 8'd (M PRECAST 507 721 490 C$ PRECAST (� e= / tm V1 12r mm am em 1 ee= em t4r tale as 2m mm 27t2 T-0" PIiEG118T 743 f011 2m 2ma'N"mmareW Td (90') PFECAST 421 694 559 7d (907 PRECAST m as(90") 1011 am are Bem em7 727 tat 1w 20M gem NIV m1 Imo• 11 PRECAST 56t w tea am4 mr 2w Nino Vim• (17�PPECI►4'f 925 512 29D =�• (N27 PREd18'f w w t 1 1 2W 2m1( mn 2w 3W aw w m I= tm tm 2w 2m9 10'd 1 ( 259 PRECAST 475 am/2n am 27A 2m1 aka 10'd (12r) PRECAST 284 401 180 1Id (12r) PRECAST 1m m er 7W att em tm1 sm 27m 47a1 ma m tlm 1472 tm gam tar 11'4• i (PREC418T m1w 1ea am aw 4w (13S') PRECAST 2B0 182 151 11'�• (1809 PREt'i18T a4 w w tm7 t 1m m7711 tm am ma 4ar w w 7maw wz tea Mae 21m1rt2le (14P) PRECAST 987 tw 2tm a= mm 12d (144) PRECAST 2" 402 137 17d (144•) PRECAST 4= 4m 7= m / 11m12'd twtw 21m gem mm 4A w 9m Tam 1 tat 2m (1 PRECAST 208 m tm 14a ter ate 2a ISO (190") PRECAST 217 324 110 13'-4• (18n PRECAST 4m m w lea w i tee19�• m 1m 14= tam 2me zm m 4m mBitm I144r 1 PRECAST Z79 421 tm lea /eta ma 2m 14'd (188) PRECAST 205 293 100 1" (1e5) PRECAST w w w m m tm( 4a wm I= rm 2W am0 4r m 717 tm t — 1Pd (178') PRESTRESSED N.R me me me me me 1Cd (175') PRE N.R. 264 1m 14'd (178y PRE 2m ma w ma ma m 02 m w 1 m 1131 7m4 4r m tm low ar gm7 2712 1B�• (7S4') PRES1RE58ED NJ' Nit NitIR me 1R Nit Hit IR 1B�' (1847 PRE N.R 268 83 1B�• (,an PAS 224 280. M m 4r na Wm on / ell 1 ter m USI im 2w 2m0 =3 1Ti' (2057 PRESTRESSED RR me me me me me me me 1T-0• (20B') PRESTRESSED N.R. 194 8< 1T�• (MS') PRESTRESSED tr all m me 4m w am m a m 12fl m the as m 1w low tea =n IV-V Mn PRESTRESSED NIL me NR tm me me NR mt 1VI• (2329 PRESTRESSED N.R 148 62 1V-• (2327 PRESTRESSED mm m am 4a 447 m a47 not j W 747 t2Vmj w 4a m WV am tam ITStee 214• (2S8'j PRESIi Olt IIl tee 7R me me me M ���� ) NA. 12b �'�' PI✓ to w 307 m 410 m w tm as w em fill taw m a7 m W m 2m am me m 4m w 5= 1m w 22'd (254� PRE81RE88® N.R Me MR MR Nt Nl NR Im m1 2Zd (284-) PRESTRESSED N.R. 118 40 27d C�49 PREBT D m NR m im j!3& tm m am gn as as m 4m m m m ento 2Pd On PRESIRENED N.R Nt24Cd Wn PIEAI N.R 91 83 24'd ¢B6y PRESI W 3m as eI 40 w W IN w 4r w w /m (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (t) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. • ALL VALUES TAKEN FROM SAFE LOAD TAB" BY CASTCREIE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF 1YROM OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.EC.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE* 16-0126.03 �, ---"- 8F16-1T/OM/-------.--- 8F16-i--------tam--m--- _ --- -1T/-- ----- (� % �! r.T 8FZ4-1T10NVU5 1,. ,4s y w 0' ( ( 1 3 ( 4 x ff g i f s 2 f 1 ) ( n m} 0 to ) c( s'S 0D� 4D 4 € 1 ) UNO, PROVIDE BBt WHERE - ( ROOF TRUSSES BEAR, TOP ) ) OF WALL EL 8'-B", UNO. i I 4 a. 4' % a se 018F8- N iT/0M/0B 8RF6-1T/OM/OB s Y 1 4 8F16-1T/OM/0B 7 ' 8F28-1T/OWOB $ d LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 wwwAbdesigngroup.com L AA #: 0003325 at t k pXs i 14 atmDI`i Z LOT: SILVERADO LOT 24 BLK 18 PROJECT# 04128.002 24181 UODEL" 4EBB "1828-CALI" GARAGE 87RNG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B DpRur 04/06 (20 aCAL.E: 1/4"=1"-0" =TWEET s2 #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 NOTES TO THE INSPECTOR/CONTRACTOR TYRncir 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \,\ PLACE STEEL HEIGHT. REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND aG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 61X16, 7D 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM 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 1#5 TOP OF THE LINTEL 8" / l \A' O 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. —, p.05 � 8X16 DEL BOND TOP OF / ,�Y\•1' BQiLF' BEAM W/(1)#58AR 80NDBEAM '\O EACH COURSE ' a\r1G 8X8 BOND BEAM TOP OF O W/(1)#5 BAR .y_ BONDBEAM F FILLED W/GROUT NP j\AO U =UNFILLED GROUT SOLID FROM TO NOMINAL LINTEL 70 TOP OF BOND OF OPENING WIDTH # OF # 6'S, IN 2ND BOND BEAM,IF FILLED LINTEL BEAM COURSE SEE NOTE 5 \ 0 16-1 T/1 BX8 PRE CAST CONCRETE NOMINAL—�� LINTELW/(,)#SBAR(L2) MASONRY QR HEIGHT # OF #55, TOP LENGTH OF BAR = WIDTH OF OPENING-2' R IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THAT XFXX-1TI1MOB INDICATES 00UBLE B0ND BEAM #0F #5'S, BOTTOM 8X8 PRECAST CONCRETE SCALE: 314"=1'-0' AND XF%X-ttAMroe INDICATES A BINDLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L,) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS ANDXIJ XX -1T/1 MOOS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED T LINTEL OF OPENING AND XUXX - ITMW INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2X4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 6' FROM EACH END AND 18" O.C. MAX. MIN,-1/4" EMBEDMENT 31/4" 2.6 (MIN 2 X 3) 2-316 TAPCON PRECAST OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .3D0 SILL - MIN EMBEDMENT 1 1/4-) 6' - SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-14' EMBEDMENT 218 (MIN 2X 3)2-8/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 ING 1/4") 6' FROM EACH END AND ATHING W/ r7/1,9'OSB 18" O.C. MAX. MIN 1-lN' LK. EA END EMBEDMENT HING TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 scALE: , ,rr=,'-m ARCHWAY FRAMING DETAIL 5 r SINGLE #5 CORNER BAR, 3Cx3C TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3!4"=1'-0" 1441 N. RONALD REAOAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.Com AA #: 0003325 R p `a7 N � 1ay C Gi S 4D W TE O BXMDIV. ec LOT: SILVERADO LOT 24 BLK 18 PROJECT# 04128.002 24181 MODEL• 4EBB "1828-CALI" GARAGE 31"NG: RIGHT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 1 Od x 1 112" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 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 BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 9. PLACE 2A PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE Zx MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .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 Z500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN, MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA#-. 0003325 a aJ g u Fo summ ae LOT SILVERADO LOT 24 BLK 18 [PROJECT# 04128.002 24181 WODEIA 4EBB "1828-CALI" GARAGE swING: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B D IM 04/06/20 * . scA1/4"=1'-0" H SEET s3 A41) SIMPSON HETA16 TRUSS ANCHOR WITH— (9) 10dx 1 }NAILS TO TRUSS PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON B{2) SIMPSON HETA16 TRUSS ANCHOR WITH 'ROOFIWALLIFLOOR HTSM20 W/1010d TO TRUSS AND (4)1l4" x 21l4" (12)16d x 1 k' NAILS TO TRUSS SHEATHING FASTENER SCHEDULE" TREN 2 ANCHORS TO OBL STRAP, 1 EACH SIDE WRAPS UP AND CONT POURED LINTEL OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2' x 4", # 1900 UPLIFT (2) SIMPSON (16) 10d X 3 }'NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ NAILS, 2 ROWS, 3" OPPOSITE FACES OF WITH 12 16d x 3 NAILS TO GIRDER T ( ) � O/C TO FACILITATE ONE BLOCK WAIL W/1010d TO ADDITIONAL PLY MAX. TO TRUSS AND (4) 1/4" x 21W 1x2,TREN 2x WOOD FASCIA ACCOMMODATE TRUSS 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. SE CONT POURED LINTEL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD 112 SECURED W110tl TRUSSES 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12' OA; FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) 2' COVER S 2' APART C ALLOWABLE UPLIFT =U2705 LBS (2 PLY) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS SANCHOR a i v i v 3/d'=1'-0" SCALE: 3 GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. Z0 BLOCKING BETWEEN BRACE W/(3)12d GA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) W BRACE SEAMS) 30'-1" TO W-0 (3) "X" BRACE SECURE 2 8 PT. PLATE (1) "X" BRACE 0 CENTER TO BLK W/ 10 DIA (2) X: BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2. WOOD FASCIA STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's S' STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 214 SECURED W/ (2)10CFS 0 EACH TRUSS TO BE INSTALLED 1(Y-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END ` PRE-ENG'D TRUSS NOTCH DEPTH 1/41D HOLE EDGE >5!8' THE USE OF ALTERNATE MATERIALS MAY BE HOLE DIAMETER <215*0 SGL STUD USED SO LONG AS THEY CONFORM TO THE OUTER 113 FOLLOWING SPAN ONLYNLY OLE 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 (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 BTM. HOLE DIAMETER FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE <315'D DBL. STUD SUBJECT TO F1 AND F2 FORCES. STUD NOTCHING i1 AND BORING LIMITS 8 SCALE: , 1?'=1'-0'• ALTERNATE MATERIALS 1 SCALE: 3/4-'=1'-TY 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 wwwAbdoWgngroup.corn AA #: 0003325 Y goy C i. L J 111 aUHDIV. 89 LOOT: SILVERADO LOT 24 BLK 18 PROJECT# 04128.002 24181 HODELe 4EBB "1828-CALL" GARAGE 8111iMG: RIGHT PAGE: DETAILS 150 MPH EXP. B DwM., 04/06/20 scALE: 1/4"=V-0" a*== S3.1A PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS V-U' O.C. (AT O PRE{NG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING O VERIFY SECURE 2z6 PT. PLATE TO BUK W/TRUSS PLAN W/ 12" DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d% 6' O.C. MAX CON G POURED LINTEL COURSE CONT. 2a4 SECURED W/ (2) 10d's 0 EACH TRUSS TO BE INSTALLED 0 la-U' O.C. MAX. GABLE END BRACING W/ PRE-ENG e GABLE TRUSS @ CMU WALL 0 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwAbdoWgRgroup.com L AA #: 0003325 My q � C • op1�Iit "S m ii y� QYxS C L I sulmiv. ae LOT SILVERADO LOT 24 BLK 18 PROJNCT# 04128.002 24181 MODWT, 4EBB "1828—CALI" aARAGE 39l/MIG: RIGHT PAGIM DETAILS 150 MPH EXP. B :.: DAATZ 04/06/20 SCALE 1/4"=1'-0" =BEET S3.1B IF VTCR SPACING (1) AT EACH END MMM44 24 BLOCKING BETWEEN TRUSSES VTCR AND 6-(r O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d 0 EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-U' (1)'W BRACE 30-1"TO W-0 (3) X' BRACE "X" BRACE CENTER PRE-ENG GABLE TRUSS �'I (1) ® 441 (2)-X" BRACE DIVIDED EQUALLY STIFFSACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFNJALLIFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1x2,2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG, 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES ® 24" O/C, 1x2 SECURED W110d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12"0/C ANDAPPROVAL SECURED W/(2)12d's0 PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 2 BCALE: N.T.s. 1 W/ HIP RETURN -IF 34"-I- 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www,abdesigngroup.com AA 0003325 m e !y 8 J O QxS O R0zoi SVI3DIR ae I.OT SILVERADO LOT 24 BLK 18 PROJECT# 04128.002 24181 MODZU 4EBB "1828-CALI" GARAGE 811117NG: RIGHT PAGE: DETAILS %150 MPH EXP. B DATE: 04/08/ 00 8CAim 1/4"=1'-0" w*fEET S3.1C M I I OA81E-EFD FOP ROOFL A �I ROOF WIND DESIGN PRESSURES ZONE 1 = 8.97 PSF (19.97) ZONE 2 =17.98 PSF (27.98) ZONE 3 : 33.53 PSF (43.53) W. 4'-0' END ZONE DISTANCE BASIC WIND SPEED: ISO MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT , 0.18 ROOF DYIPHRA GM FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 12" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS 0 4" O.C. EDGEWISE DX4 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 STIR. SHANK 8d RING SHANK 21/P' 0.120" 17OODO RING RINGS SCREW SHANK PER NCH) VER I 8d SCREW SHANK 210 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2, INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTE JORSHEATH240 USE 1/Z' CDX OR 7/16' O.S.B. PLY WITH So RING SHANK GUN NAILS AT S' O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT G' 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 ........... zu� Z U'W Z 2 U O O e Z9 Z S � W � LL Z Z ? Q n O a � J QY Z Q (w y J Z v 3 W N Z cda O f w �. Z TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS FAT_ t ■___—I _\,t -_—_�1 1' ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C. So RING SHANK GUN NAILS la 6' O.G. IN FIELD Sd RING SHANK GUN NAILS 0 IZ' O.C. IN FIELD or Sd x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS 012" 0.B,.IN 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 DRAWNGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTLR7AL DRAW NGS. APPUCABLE BUILDING CODE STANDARDS: FBC-R 2017, M EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AC1530-131ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLDFORMED 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 DRAW NGS. 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. All AGGREGATE USED W CONCRETE SHALL CONFORMTO ASTM C33. MAMMUMH AGGREGATE SIZE SWILL BE SIC ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C. So RING SHANK GUN NAILS la 6' O.G. IN FIELD Sd RING SHANK GUN NAILS 0 IZ' O.C. IN FIELD or Sd x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS 012" 0.B,.IN 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 DRAWNGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTLR7AL DRAW NGS. APPUCABLE BUILDING CODE STANDARDS: FBC-R 2017, M EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AC1530-131ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLDFORMED 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 DRAW NGS. 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. All AGGREGATE USED W CONCRETE SHALL CONFORMTO ASTM C33. MAMMUMH AGGREGATE SIZE SWILL BE SIC PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: NON43EARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARETO BE OWFBt® 3W ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOC GNG, RRI PROVIDE BAIL CONTINUOUSPOYEfHYLE1E VAPOR BAPoEREMERIWE UDBtALL3LP&S-0NGRWND WHEREINDICATED ON ME BRAAPE CRIPPLERS,SILLS,ETC., SHALL BE SOUTHERN PINE NO. 2OR BETTER.Fb= 1100 PSI AND A MODULUS OF DRAWINGS SEAMS LAPPED& INCHESY91 SEALED WI1H E 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 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISOOIUM FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 61h 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. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2 THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SWILL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACT TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH 2' CHAIRS SPACED T-O- OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. T DO NOT SCALE DRAWINGS . HE 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. AR SHALL BE ASTM A615 GRADE DEFORMED BARS, SHALL BE ASTM A675 MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SFWLL BE HOT -DIPPED GALVANIZED. A D SHALL GR A &,CONCRETE GRADE SO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE UST A DESIGN LOADS; N THE TYPICAL SENDING 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 DRAW NGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPWVTCA BCS11" ROOF: UVE LOAD FLOOR: LIVE LOAD 40 pof AND VEERTEVEW CAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD-noncanwrteM TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" p6 BAR - 3S" WOOD TRUSSES. 10 psf BTM CHORD ­"errt 05 BAR - 30' 97 BAR - 42' PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF 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 psf TOP CHORD 20 prTOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 psf w/ No GVPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 Psf BTM CHORD 5 PST BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR SENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD SO Paf Wes' TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND DEAD LOAD SPEED =150 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8, ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: iOW, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20pd,, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pf,, BALCONIES (EXTERIOR) 00 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: 40psf, GUARDS AND HANDRAILS: 200pd, GUARD IN -FILL COMPONENTS: 5W,, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50paf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pd,, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40paf MASONRY" PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW; "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS 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 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 WTH 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 ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW NGS 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 DRAW NGS (CCN-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 C476, 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 OT14ERW SE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8' TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,0DO Psf, FOOTING TYPE TM' OR'3' 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 3/6" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE NTH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID NTH 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 ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (46 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. STRUCTURAL STEFI THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH 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 kai FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTMS3, GRADE 8, TYPE E OR S, Fy = 35 W. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,0DO PSI REGULAR WEJGHT FOR BEAMS, COLUMNS, AND 5" STRUCTUW. TERRACE SLAB ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE WX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'4- PRIOR TO THE ADDITION OF BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF AG 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOYED FROM WHEN WATER IS ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ADDED TO THE MIX UNTIL R IS DEPOSRED IN ITS FOWL POSITION SHALL NOT EXCEED 90 MINUTES IF FOR ANY REASON THERE IS DELAY IN SUCH THATA BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OFTIE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE ANDTHE CONTRACTOR OFANY NON COMPLIANCE WITH THE ABOVE. A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): S. FOR CONCRETE EXPOSED TO EARTH ANDfOR WEATWR 1-UT FDR 05ANA SMALLER 2' FOR A AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALE AND JOISTS 1412-FOR SEAM AND COLUMN PRIMARY REINFORCEMENT, TES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER PPIRIGaTNJN s17E TTPE SPxCING REMPPILS MRIGTIIXI 912E TYPE nEIIxMG4 a2 PT Funr4Ncro 0.908MYICONO. CASE FuwoEMEuodL NNL 11lC LINO. °.� GrIRMtE 000R euac ONP80NM.CONC. 1r aA NONNeHER TnPL'ONTM0.SRRY PS ENER. °.� rr EMeEo.,rENoaer., 11REWEOIST 800. OL E%I. pOOBB to PT, SEE NOTE° Gh4IS•ROEIID WIL lUltt?LINO. M18mOMa001L FPSIE11E0 INTO Mx90lRYxYXIO. GMNtE OOORBIxx( NxWNRTlCONC. 'WABHER ?OIAYn E�p'AN9i0N B0.T 2r OC x'B.18ED..rENODST.. 3°EOOEdST ManowBw c�EMaoEmcaL NE usmxPTo CONTACT THIS ENGINEER FOR SPACING v Pr. sEE raTEe %�osn wT°N+ REQUIREMENTS EXT. 80+R10 WOR (2)SN— RxPWM' 11/Y EMBED. 4"END ­T. I I?ED3Eg8T NONEFNIINGW000 WAIL TO CONG SIPB 12^ EXPNJ810N rEM-II— W/WA&EH BOLT 2r OIST..3EOOEpBT. '��� 0138°PAFa21I8' 8'OIC TEND. pBT.,f 1R O &IEEE COL. BEE NOTES NOGEAEO EOIST. 11LES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DDOR BUCKS SHALL BE AS W DE OR WDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWNG DOOR WTH A WOOD DOOR FRAME. lx MEMBERS ARE NALED AND 21 MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 144i N. RONALD REAGAN BLVD� LONGNTOOD, FL 32780 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 �a r 4 BVRDIV. ae LNOT SILVERADO LOT 24 BLK 18 PROJECT#1 04128.002 24181 MODELa 4EBB "1828-CAI I" GARAGE 81rMG: RIGHT PAGE: DETAILS 150 MPH EXP. B V DATE: 04/08/20 sCALE: 1/4"=1'-0" SN1 3ss� ��2i�02��